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HomeMy WebLinkAboutSD-09-31 SD-09-32 - Supplemental - 1404 Hinesburg RoadSTREET ACCEPTANCE CHECK LIST STREET NAME(S): W/A(I�tO' C_ I 11 REQUEST RECEIVED ON: "AS-BUILTS" RECEIVED ON:j I% "AS-BUILTS" APPROVED BY CITY ENGINEER: G �� "AS-BUILTS" DISTRIBUTED TO PUBLIC WORKS DIR: "AS-BUILTS" DISTRIBUTED TO WATER SUPER: $ /n TWO (2) YEAR MAINT. BOND RECEIVED ON: PUBLIC WORKS DIRECTOR ACCEPTANCE: �/ %►v WATER SUPERINTENDENT ACCEPTANCE: LEGAL DOCS APPROVED ON: y Ll J CITY COUNCIL REQUESTED TO ACCEPT STREETS: o/w CITY COUNCIL ACCEPTED STREETS ON: I� S DEED RECORDED AT: r OL l Page 1 of 2 ray From: Justin Rabidoux Sent: Tuesday, June 26, 2012 4:15 PM To: ray Subject: Re: Wildflower Lane Yes On Jun 26, 2012, at 4:13 PM, "ray" <rbelair(c�sburl.com> wrote: Does this also cover the Water Dept.? Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: Justin Rabidoux Sent: Tuesday, June 26, 2012 3:22 PM To: Scott Homsted Cc: ray; John OBrien; Cathy O'Brien Subject: RE: Wildflower Lane Ray, I concur with Scott's summary. Justin From: Scott Homsted [mailto:scoff.homsted@krebsandlansing.com] Sent: Tuesday, June 26, 2012 2:49 PM To: Justin Rabidoux Cc: ray; John OBrien; Cathy O'Brien Subject: Wildflower Lane Hi Justin, This e-mail is intended to summarize our meeting at the Wildflower Lane site yesterday, June 25, 2012. • The purpose of this meeting was to review the site in terms of it being in acceptable condition to turn over to the City of South Burlington for ownership and maintenance. • All parties agreed that Wildflower Lane had been constructed in general conformance with the approved plans and permits. • The only item remaining was for the removal of two stone check dams in the road swale that had been installed for erosion prevention and sediment control purposes during construction. John and Cathy O'Brien indicated they would have the check dams removed and would provide photo documentation upon 6/26/2012 Page 2 of 2 completion. . It was agreed that from the Department of Public Works point of view, the road was acceptable for take over. . Final steps for the formal and legal transfer of Wildflower Lane to the City will be pursued through the Planning and Zoning office. Please let us know if there are any items that are missing or have been misinterpreted. Thank you for your assistance throughout this project. Scott Homsted, P.E. Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Colchester, Vermont 05446 Scott Homsted&krebsandlansing, com 6/26/2012 MEMORANDUM To: Sandy Miller, City Manager From: Raymond J. Belair, Administrative Officer Date: October 29, 2012 9 Re: Wildflower Drive Street Acceptance On August 10, 2012 the City received a request from Buckthorn Group to accept a new street serving their residential development off from Hinesburg Road. City Attorney David Rugh conducted a title search of the property to be acquired by the City and indicated in an email dated 9/25/12 that the City has clean title to the roadway area. Public Works Director Justin Rabidoux on 10/9/12 indicated in an email that he found the street to be acceptable. Therefore, would you please ask the City Council to accept Wildflower Drive as a new City street. The deeds being requested for acceptance are as follows: • Warranty Deed for Wildflower Drive • Sewer Easement Deed • Recreation Path Easement Deed • Landscape Easement Deed • Sidewalk Easement Deed • Storm Water Easement Deed 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Buckthorn Group 839 Oak Hill Road, Williston, VT 05495 (802) 878-6022 - fax (802) 878-6022 John ob@myfairpoint.net - cathy ob@myfairpoint.net August 9, 2012 Ray Belair Planning and Zoning Dept. City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Wildflower Drive, South Burlington Dear Ray: RECEIVED AUG 10 2012 City of So. Burlington This letter is to formally request that the City of South Burlington take over Wildflower Drive. Please find attached 3 copies of the As Built Site Plans for this road and associated utilities. On June 25, 2012, Justin Rabidoux, Public Works Director, met with our project engineer, Scott Homsted of Krebs and Lansing to inspect the road. Justin concurred that the road was in acceptable condition to turn over to the City of South Burlington for ownership and maintenance, as evidenced by the email from Justin I sent to you previously. Thank you for your attention, please call Scott Homsted, our project engineer at 878- 0375 or myself at 878-6022 if you have any questions. Sincerely, Cathy O'Brien Page 1 of 1 ray From: David W. Rugh [DRugh@firmspf.com] Sent: Tuesday, September 25, 2012 3:42 PM To: ray Subject: RE: Wildflower Lane Street Acceptance Hi Ray, My title search of the Buckthorn Group LLC's property and Wildflower Lane was successful and the City has clean title to the roadway area. It may accept the roadway deed. Thanks, dave David W. Rugh, Esq. Stitzel, Page & Fletcher, P.C. 171 Battery Street P.O. Box 1507 Burlington, VT 05402-1507 Phone: 802-660-2555 Fax: 802-660-2552 druah(o)firmspf.com Website: www.firmspf.com From: ray [mailto:rbelair@sburl.com] Sent: Monday, September 24, 2012 9:53 AM To: David W. Rugh Subject: Wildflower Lane Street Acceptance Hi Dave, Just wondering about the status of your title update on Wildflower Lane. The developer is anxious to have the City accept their street. Thanks. 9/26/2012 i Page 1 of 1 ray From: Justin Rabidoux Sent: Tuesday, October 09, 2012 9:44 AM To: ray Subject: RE: Quarry Hill Drive Street Acceptance Yes, we are. From: ray Sent: Monday, October 01, 2012 8:39 AM To: Justin Rabidoux Subject: Quarry Hill Drive Street Acceptance Hi Justin, The developer is anxious to have Quarry Hill Rd. accepted. Are you OK with the as -built plans and the street itself? Ray Belair Administrative Officer wIV lilt City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4106 Fax: 802.846.4101 rbelair@sburi.com www.sburl.com 10/9/2012 A ir , 01" ��R L6-0101� southburli.ngton PLANNING & ZONING November 21, 2012 John O'Brien Buckthorn Group, LLC 839 Oak Hill Road Williston, VT 05495 Re: Acceptance of Infrastructure Dear Mr. O'Brien: Be advised that at a meeting on October 29, 2012, the South Burlington City Council voted to accept ownership of the following infrastructure, which was previously dedicated to the City by Buckthorn Group, LLC: Wildflower Lane The deed of conveyance for the infrastructure was delivered to the City Clerk's Office for recording in the Land Records on November 13, 2012. This notice is being provided in accordance with Paragraph 3 of a Letter of Credit Agreement between Buckthorn Group, LLC (Developer herein), Peoples Trust Company (Bank herein) and the City of South Burlington (City herein), dated June 14, 2011 (the Agreement herein). Paragraph 2 of the Agreement provides that the obligation specified in the Agreement shall continue for an additional two (2) year period, starting on the date the deed of conveyance was delivered to the City Clerk's Office for recording in the Land Records. However, the amount required to secure Developer's obligations under the Agreement may be reduced in accordance with Paragraph 5 of the Agreement. Should you have any questions, please feel free to contact me. Sincerely, /min4istraitiiveOfficer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com l a, el: w av= I Lea9120- w 1, Sco/e - elm., rx.ero. 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M i. el �r r� lar.l«a G«.rr.;•J I ro y s.+'rreo w �i rr+r. e+ww w wwunnrr LLDaY A'lN Mltrm, v1 p3W3 ton • rosc4rmr el.b� ear mr AIKM mnrv, KKe/,Mr r», ^el » — N .�M ! rIKI fl'lcl Plot Survey Notes Summerfie/d me �— fMArra mwt saran.err, Y.nrlwrarsw � ., .,� (;-1 Zimbra: thewholeshebang@comcast.net SmartZone Communications Center Collaboration Suite Page 1 of 3 thewholeshebang@comcast.net Re: The Den Waitsfield From: thewholeshebang@comcast.net To: stking 1 025@gmaii.com; shelby@essexagency.com Tuesday, October 27, 2009 3:54:26 PM http://sz0127.wc.mail.comcast.net/zimbra/mail C 10/27/2009 00ail 6501 DENSITY REDUCTION EASEMENT and TRANSFER OF DEVELOPMENT RIGHTS CITY CLERK'S OFFICE Received Nov 17J Y 2009 12:30P Recorded in VOL. ?05 pG. 125-,�Qj �i So, itt'rlinston Land Re=cords Donna Yinville Cite Clerk KNOW ALL PERSONS BY THESE PRESENTS, that 1600 Hinesburg Road LLC, a Vermont Limited Liability Company with its principal place of business in the City of South Burlington, County of Chittenden and State of Vermont, "Grantor", in the consideration of TEN AND MORE Dollars paid to its full satisfaction by Buckthorn Group LLC, a Vermont Limited Liability Company with its principal place of business in the Town of Williston, County of Chittenden and State of Vermont, "Grantee", by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, and it successors and assigns forever, certain Development Rights, as described more particularly below, with respect to certain property located in the City of South Burlington, in the County of Chittenden and State of Vermont, all as more particularly described as follows: A 0.85 acre portion of lot of land ("Sending Site" herein) consisting of 11.4 acres, more or less, located on the east side of Hinesburg Road, so called, "Sending Property," and being more particularly shown and depicted as "Lot #1" on a plan entitled, "Subdivision Plat of lands of Michael J. Anderson, Route 116, Hinesburg Road, South Burlington, Vermont," prepared by Button Professional Land Surveyors, PC, dated August 18, 2004, last revised October 14, 2009 and of record at Map Slide�1 of the City of South Burlington Land Records (hereinafter "Button Survey"). The Sending Site is further depicted as ".85 acre area for the transfer of development rights pursuant to 24 V.S.A. § 4423 and Section 9.13(C)(1)(a) of the City of South Burlington Land Development Regulations" on the Button Survey. The Sending Property is subject to and is benefited by the City of South Burlington Land Development Regulations adopted May 12, 2003, with amendments effective January 5, 2009 (Hereinafter "Regulations"), a copy of which is recorded in Volume 414 at Page 399 of the South Burlington Land Records. Under said regulations, each acre of the Sending Property has potential for development for non-residential purposes with a maximum building lot coverage of fifteen percent (15%), or for residential purposes at a density of one and two-tenths(1.2) of a dwelling unit. This development potential is referred to herein as "Development Rights." By this Density Reduction Easement, Grantor does hereby convey to Grantee the Development Rights for .85 acres of the Sending Property. Grantor retains the remaining 12.68 Development Rights available to the Sending Property, which total includes the existing dwelling unit situated on the Sending Property. Grantor retains the Development Rights for 13.25 acres of the Sending Property. If, prior to the Property being developed to the maximum density authorized by Grantor's retained Development Rights, the City modifies its Regulations to reduce the R development potential of the 13.25 acres for which Grantor retained Development Rights, then Grantor shall forfeit said Development Rights. Upon such forfeiture, Grantor shall have the right to develop the Property to the extent authorized by the Regulations in effect. In addition to the retained Development Rights discussed above, Grantor retains the right to utilize any increase in the development potential of the 13.25 acres of the Property attributable to changes in the Regulations that allow development to occur at a density greater than that available under the Regulations. All rights retained by Grantor, as above -described, shall run with the Property and be transferred automatically to any successor fee owner of the Property. If the Regulations are hereafter changed in a way that ascribes development potential to the Property on any basis other than that described above, the City shall implement the terms of this easement by developing a method to equate the above - described development potential to the new development potential. The Development Right hereby conveyed to Grantee provides potential for one (1) dwelling unit, as determined under the Regulations. It may be used by Grantee only in connection with development of a lot of land consisting of 6.93 acres, more or less, located on the east side of Vermont Route 116, Hinesburg Road, so-called (Hereinafter Receiving Property). The Receiving property is the same land and premises conveyed to Buckthorn Group, LLC by Claire F. Lewis, Executrix of the Estate of Robert J. Furlong, dated November 6, 2009, of record in Volume , pages of the City of South Burlington Land Records and also as depicted on a plat entitled "Fi al Plat, Summerfield, 1404 Hinesburg Road," dated June 24, 2009, last revised dated October 16, 2009 and prepared by Krebs & Lansing Consulting Engineers, Inc. and recorded at Map Slide:`-�-I of the South Burlington Land Records. Terms used in this instrument shall have the meaning they are assigned by the Regulations, unless another meaning is clearly indicated herein. The Sending Property is located within the Southeast Quadrant District, as that term is defined in the Regulations. The transfer of the Development Right effected by this instrument has been approved by the South Burlington Development Review Board by Decision dated October 6ch 2009 in connection with Preliminary Plat Application #SD-09-31 and Final Plat Application #SD-09-32. This instrument has been prepared in accordance with 24 V.S.A. § 4423. Reference is hereby made to the foregoing deeds, plans and Regulations, and the records thereof, and to all documents therein referred to and the records thereof, in aid of this description. .+ TO HAVE AND TO HOLD the said granted development right, with all the privileges and appurtenances thereof, to the said Grantee, Buckthorn Group LLC, and its successors and assigns, to its own use and behoof forever; And the said Grantor, 1600 Hinesburg Road, LLC for itself and its, successors and assigns, does covenant with the said Grantee and its successors and assigns, that until the ensaealing of these presents that it is the sole owner of the Sending Property and the Development Rights associated with it, and has good right and title to convey the same in manner aforesaid, that it is FREE FROM EVERY ENCUMBRANCE; except as aforesaid, and the Grantor does hereby engage to WARRANT AND DEFEND the same against all lawful claims whatever, except as aforesaid. People's United Bank, successor in interest by merger to Chittenden Trust Co., d/b/a Chittenden Mortgage Services, f/k/a Chittenden Trust Co., d/b/a Mortgage Service Center, a federal savings bank with offices in Burlington, Vermont joins in this conveyance to consent to the grant of this Density Reduction Easement and Transfer of Development Rights and to release the Development Rights hereby conveyed from the lien a mortgage from Grantor, dated April 19, 2006 and recorded in Volume 747 beginning at page 75 of the City of South Burlington Land Records.. IN WITNESS WHEREOF, People's United Bank, successor in interest by merger to Chittenden Trust Co., d/b/a Chittenden Mortgage Services, f/k/a Chittenden Trust Co., d/b/a Mortgage Service Center has caused its name and seal to be hereunto set this day of November, 2009. IN THE PRESENCE OF: limF/b uthorized Agent bf Peo 's United Bank, suc in interestbymerger oChittenden Trust Co./a Chittenden Mortga e Services, f/k/a Chittenden Trust Co., d/b/a Mortgage Service Center. 00006501 V 905 PG: 128 STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this la day of November, 2009, personally appeared, and acknowledged this instrument, y him /her subscribed, to be his / her free act and deed and the free act and deed of People's United Bank, successor in interest by merger to Chittenden Trust Co., d/b/a Chittenden Mortgage Services, f/k/a Chittenden Trust Co., d/b/a Mortgage Service Center. Before Me: Notary Publican In witness whereof, Grantor sets its hand this 12day of November, 2009. 1600 Hinesburg Road LLC By- � - -e-11 v rd Member ind Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS. At � Vermont, this L day of November, 2009, Le,��v Lo (—J , personally appeared, and acknowledged this instrument, b g y,a her subscribed, to be him/her free act and deed and the free act and Deed of 1600 Hinesburg Road LLC and further that he / she had the authority to execute this Deed of behalf of 1600 Hinesburg Road LLC. Before Me: C Vermont PrWerty Transfer Tax Notary Public 32 V—Sm A k-- � �1 — CKNO LEDGEMENT— RETURH RFC'O_TAX PAID BOARD OF HEALTH CERT. REC'O. VT LAND USE ; DEVELOPMENT PLANS ACT. CERT. REC'O Rahsrn No- ..--- onno isinville Cit9 Clerk DlRtt- No" 13,2009 i 0006503 V - 905 PG Z 152 dated April 25, 2005 and recorded in Volume 706 beginning at page 228 of the City of South Burlington Land Records. IN WITNESS WHEREOF, Northfield Savings Bank has caused its name and seal to be hereunto set this day of November, 2009. IN THE PRESENCE OF: NORTHFIELD SAVINGS BANK 41V019i By: Duly l orized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS. ✓/ �'� , Vermont, this e/a day of November, A.D. 2009, ✓����/ %{//��1� personally appeared, and acknowledged this instrument, by zir / her subscribed, to beO/ her free act and deed and the free act and deed of Northfield Savings Bank and tha�/ she was a duly authorized agent of Northfield Savings Bank Before Me: Nota y Public In witness whereof, Grantor sets its hand this iC day of November, 2009. Bradley C. Gardner By: 401/ Bradley C. Gardne�y STATE OF VERMONT CHITTENDEN COUNTY, SS. At Vermont, this day of November, A.D. 2009, Bradley C. Gardner personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed Vermont Froaertu Transfer Toj3efore Me 32 m - A . Chap 231 ACKNOWLEDGEMENT — RETURN REC'D-TAX FAIR BOARD OF HEALTH CERTa REC'D. VT LAND USE t, DEVELOPMENT FLANS ACT. CERT. REUD Return No. Donna xiflVjIIf3 Fj � C:ler�,________ _ Date Nov 1"s,260-0 Notary P lic /o _ // 00006503 V __ 905 PG: 151 CITY CLEWIS OFFICE � Received Nov iMOO. ,12:30F _ Recorded inVOL: 905 PG: 1`1— 160- Rf 5o. Ourlinston Land Records Att-at = Donna Clerktrig=i Ele Clerk TEMPORARY EASEMENT DEED KNOW ALL PEOPLE BY THESE PRESENTS THAT Bradley C. Gardner, in consideration of one dollar and other good and valuable consideration paid to its full satisfaction by Buckthorn Group, LLC and the City of South Burlington, Grantees, by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantees, Buckthorn Group, LLC and the City of South Burlington, and to its successors and assigns forever, a Temporary Easement through, over and upon a certain piece of land in the City of South Burlington, County of Chittenden, State of Vermont, described as follows: Being a portion of the land and premises conveyed to Bradley C. Gardner by Warranty Deed of Arthur C. Toutant and Ursula Toutant dated December 20, 2004, recorded in Volume 692, Page 353 of the City of South Burlington Land Records. Being a temporary easement containing 0.19 acres, more or less, located and extending north from the northern end of Wildflower Drive, at the northern boundary of the property of Buckthorn Group, LLC, and which is depicted as "Easement for road turnaround and associated improvements from Gardner for the benefit of the City of South Burlington and Buckthorn Group, LLC" on a plan entitled "Easement Plan, Bradley Gardner to Buckthorn Group, LLC, 1404 Hinesburg Road, So. Burlington, Vermont," dated October 27, 2009, and prepared by Krebs & Lansing Consulting Engineers, Inc. and recorded at Map Slide of the City of South Burlington Land Records. The easement granted shall be used by the Grantees to construct and operate a gravel -covered extension of Summerfield Lane and a turn -around. Said Temporary Easement shall terminate at such time as the City of South Burlington Development Review Board approves an extension of Wildflower Drive, and Wildflower Drive is constructed to serve the property of the Grantor, as approved by the City of South Burlington Development Review Board. Reference may be had to the above -mentioned deeds and their records and to all prior deeds and their records in further aid of the description of the lands of which the lands herein conveyed comprise a part. TO HAVE AND TO HOLD said granted easements, with all the privileges and appurtenances thereof, to the said Grantees the City of South Burlington and its successors and assigns, to its own use and behoof forever, and Bradley C. Gardner for himself and his heirs, successors, administrators and assigns, does covenant with the said Grantees, Buckthorn Group, LLC and the City of South Burlington and its successors and assigns, that until the ensealing of these presents he is the sole owner of the premises, and has good right and title to convey in manner aforesaid, that it is free from every encumbrance except as aforesaid, and does freely engage to warrant and defend the same against all lawful claims whatsoever, except as aforesaid. The Northfield Savings Bank joins in this conveyance to consent to the grant of this Temporary Easement and to release the Easement area conveyed from the lien of its mortgage from Grantor, By: John R. O'Brien, a member of the LLC, A duly authorized agent of Buckthorn, LLC with actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this day of , A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public END 0 DOCUMENT ►J thereof prevailing prior to such entry at Grantee's own cost and within a reasonable time, provided however that Grantee shall have no obligation or responsibility to replace, repair, reconstruct or reestablish any landscaping, structures or other improvements planted, erected or constructed within the conveyed easement areas in violation of this Agreement. Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated , 2009, of record in Volume pages of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. In witness whereof, Grantor sets its hand this day of 2009. Buckthorn Group, LLC 3 Meaning and intending to convey an easement to access and maintain a sewer line. Included herein are permanent easements and rights -of -way for the purpose of operation, maintenance, repair and replacement of a sewer line or utilities within the easement herein granted and or as depicted on the Plans and Drawing referenced herein. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to all fixtures, appurtenances and equipment either existing or that may be constructed or installed associated with the sanitary sewer line therewith, and located on, under and through the easement herein conveyed, as well as to any and all portions of the sanitary sewer line located within or under Wildflower drive as set out on a site plan entitled: Summerfield, dated July 7, 2009, last revised September 25, 2009, by Krebs and Lansing Consulting Engineers and recorded in Map Slide of the City of South Burlington Land Records, to the Grantee free from all encumbrances. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to all fixtures, appurtenances and equipment either existing or that may be constructed or installed associated with the water line located on, under, within or under Wildflower drive as set out on a site plan entitled: Summerfield, dated July 7, 2009, last revised September 25, 2009, by Krebs and Lansing Consulting Engineers and recorded in Map Slide of the City of South Burlington Land Records, to the Grantee free from all encumbrances. Grantee agrees, for itself and its successors and assigns, that any premises of the Grantor affected by Grantee's entry pursuant to this easement shall be restored to the general condition thereof prevailing prior to such entry at Grantee's own cost and within a reasonable time, provided however that Grantee shall have no obligation or responsibility to replace, repair, reconstruct or reestablish any landscaping, structures or other improvements planted, erected or constructed within the conveyed easement areas in violation of this Agreement. Grantee agrees, for itself and its successors and assigns, that any premises of the Grantor affected by Grantee's entry pursuant to this easement shall be restored to the general condition 2 Exhibit F to the Irrevocable Offer of Dedication by and between Buckthorn Group, LLC, and the City Of South Burlington. SEWER EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that Buckthorn, LLC, a Vermont Limited Liability Company, with a principal place of business in Williston, Vermont, County of Chittenden and State of Vermont(the "Grantor" herein) in consideration of One Dollar, and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, to it paid by the City of South Burlington a Vermont municipal corporation located in Chittenden County, Vermont, (the "Grantee" herein), hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, City of South Burlington and its successors and assigns forever, a perpetual easement and right-of-way over, on and through lands of the Grantor in the City of South Burlington, County of Chittenden and State of Vermont, which easement and rights -of -way are more particularly described as follows: Being an easement identified as 1120, sewer easement for benefit of City of South Burlington and lots 1-8" as set out and depicted on a final subdivision plat entitled: Summerfield, dated June 24, 2009, last revised October 16, 2009, by Ian A. Jewkes, Licensed Land Surveyor #639, Krebs and Lansing Consulting Engineers and recorded in Map Slide of the City of South Burlington Land Records. Said easement extends from the east side of the curve of Wildflower Drive, and proceeds east across lot nine to the eastern boundary of the property of the grantor to align with an existing easement from the eastern boundary of the property of the grantor to Knoll Circle. 1 At Vermont, this day of , A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public 0 00006502 ! V a 905 F G : 145 Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. In witness whereof, Grantor sets its hand this day of , 2009. Buckthorn Group, LLC John R. O'Brien, a member of the LLC, A duly authorized agent of Buckthorn Group, LLC with actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. 3 Included herein are permanent easements and rights -of -way for the purpose of maintenance and replacement of trees and plants and the maintenance of grading within the easement herein granted and or as depicted on the Plans and Drawing referenced above. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to all trees and plants either existing or that may be planted on, the easement herein conveyed. Grantee agrees, for itself and its successors and assigns, that any premises of the Grantor affected by Grantee's entry pursuant to this easement shall be restored to the general condition thereof prevailing prior to such entry at Grantee's own cost and within a reasonable time, provided however that Grantee shall have no obligation or responsibility to replace, repair, reconstruct or reestablish any landscaping, structures or other improvements planted, erected or constructed within the conveyed easement areas in violation of this Agreement. Grantee agrees, for itself and its successors and assigns, that any premises of the Grantor affected by Grantee's entry pursuant to this easement shall be restored to the general condition thereof prevailing prior to such entry at Grantee's own cost and within a reasonable time, provided however that Grantee shall have no obligation or responsibility to replace, repair, reconstruct or reestablish any landscaping, structures or other improvements planted, erected or constructed within the conveyed easement areas in violation of this Agreement. Grantee agrees, for itself and its successors and assigns, that it will indemnify and hold the Grantor harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the Town, at no cost to the Town, with the intent that Grantor shall receive the full benefit and protection of 19 V.S.A. Section 2309. Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated , 2009, of record in Volume pages of the City of South Burlington Land Records. 2 0000 6502 V s 905 PG % 143 Exhibit E to the Irrevocable Offer of Dedication by and between Buckthorn Group, LLC, and the City Of South Burlington. LANDSCAPE EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that Buckthorn Group, LLC, a Vermont Limited Liability Company, with a principal place of business in Williston, Vermont, County of Chittenden and State of Vermont(the "Grantor" herein) in consideration of One Dollar, and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, to it paid by the City of South Burlington a Vermont municipal corporation located in Chittenden County, Vermont, (the "Grantee" herein), hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, City of South Burlington and its successors and assigns forever, a perpetual easement and right-of-way for the purpose of constructing and maintaining landscaping over, on and through property in the City of South Burlington County of Chittenden and State of Vermont, described as follows: Being an easement identified as and as shown as "5' Landscape easement for the benefit of the City of South Burlington" as set out on a final subdivision plat entitled: Summerfield, dated June 24, 2009, last revised October 16, 2009, by Ian A. Jewkes, Licensed Land Surveyor #639, Krebs and Lansing Consulting Engineers and recorded in Map Slide of the City of South Burlington Land Records. Said easements extends from the western boundary of the property of the grantor, along and within the southern boundaries of lots one, two, three and four; to the northern boundary of the property of the grantor. 1 00006502 2 � V m 905 Pis e 142 Before me, Notary commission issued in Chittenden County My commission expires: 2.10.11 00006502 502 V d 905 PG z 141 Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns,,that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. In witness whereof, Grantor sets its hand this day of 2009. Buckthorn Group, LLC John R. O'Brien, a member of the LLC, and a duly authorized agent of the LLC with actual authority to execute this instrument STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this day of October, A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC and that he was a duly authorized agent of Buckthorn LLC with actual authority to execute this instrument. 3 motorized traffic, including, but not limited to, motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said recreational pathway, including all necessary bridges, culverts, cuts and ramps, at its sole cost and expense. Grantee further agrees, for itself and its successors and assigns, that any premises affected by its entry pursuant to this easement and temporary construction easement shall be restored to their condition prior to such entry at its own cost and within a reasonable time. Grantee agrees, for itself and its successors and assigns, that it will indemnify and hold the Grantor harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of said right- of-way not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the Town, at no cost to the Town, with the intent that Grantor shall receive the full benefit and protection of 19 V.S.A. Section 2309. For purposes of construction, a temporary easement and right-of- way ten feet (101) on the east side of said permanent easement and right-of-way is hereby granted. Said temporary easement and right-of-way shall expire once construction is completed and the recreational pathway is open to the public. The within Grantor, its successors and assigns, shall have the right to make use of the surface of the right-of-way and easement such as shall not be inconsistent with the use of said right-of- way, but specifically shall place no structures, landscaping or other improvements within said easement and right-of-way which shall prevent or interfere with the within Grantee's ability to use said easement and right-of-way. Grantee acknowledges that the construction and maintenance of improvements necessary to provide access to Grantor's property shall not be inconsistent with the use of this easement by the Grantee. Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated , 2009, of record in Volume pages of the City of South Burlington Land Records. 2 00006 502 1) V 905 P er, = 139 Exhibit D to the Irrevocable Offer of Dedication by and between Buckthorn Group, LLC, and the City Of South Burlington. RECREATION PATH EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that Buckthorn, LLC, a Vermont Limited Liability Company, with a principal place of business in Williston, Vermont, County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to it paid by the City of South Burlington a Vermont municipal corporation located in Chittenden County, Vermont, Grantee, hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, and its successors and assigns forever, a perpetual easement and right-of-way for the purpose of constructing and maintaining a recreational pathway for public use over, on and through property in the City of South Burlington County of Chittenden and State of Vermont, described as follows: A strip of land twenty feet (201) in width. Said easement extends from the northern boundary of the property of the grantor, along the western boundary of the property of the grantor and terminating at the southern boundary of the property of the grantor and depicted as "20' recreation path easement for the benefit of the City of South Burlington" on a plat entitled: "Summerfield, 1404 Hinesburg Road," dated June 24, 2009, last revised October 16, 2009, by Ian A. Jewkes, Licensed Land Surveyor 4639, Krebs and Lansing Consulting Engineers and recorded in Map Slide of the City of South Burlington Land Records (collectively, the "Plat") for subdivision of land in South Burlington. Said easement and right-of-way shall be used by the public as a recreational and bicycle pathway subject to the condition that no 1 M. John R. O'Brien, a member of the LLC, With actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this _ day of , A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public be restored to their condition prior to such entry at Grantee's own cost and within a reasonable time, and acknowledges that it will indemnify and hold the Grantors harmless, to the full limits of liability insurance that Grantee customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantors. Grantee, by the recording of this Easement Deed, acknowledges that this easement has been donated to the City of South Burlington, at no cost to the City, with the intent that Grantors shall receive the full benefit and protection of 19 V.S.A. Section 2309. For purposes of construction, a temporary easement and right-of-way extending five (5) feet from the sidelines of the entire length of said permanent easement and right-of-way is hereby granted. Said temporary easement and right-of-way shall expire once construction and installation of the public improvements is completed. Grantor acknowledges that the construction and maintenance of improvements necessary to provide access to Grantor's property shall not be inconsistent with the use of this easement by the Grantee. Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated _, 2009, of record in Volume _, pages of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deeds and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the same as aforesaid and that Grantor, and its successors and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. In witness whereof, Grantor sets its hand this _ day of , 2009. Buckthorn Group, LLC Exhibit C to the Irrevocable Offer of Dedication by and between Buckthorn Group, LLC, and the City Of South Burlington. SIDEWALK EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that Buckthorn, LLC, a Vermont Limited Liability Company, with a principal place of business in Williston, County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to be paid to them by the CITY OF SOUTH BURLINGTON, a municipality located in Chittenden County, State of Vermont, Grantee, hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right-of-way for all purposes, including but not limited to, construction and maintenance of a sidewalk or sidewalks, , all of the foregoing improvements to be dedicated and devoted to the use and benefit of the general public, over, on and through property of the Grantor located in the City of South Burlington, County of Chittenden and State of Vermont, and more particularly described as follows: A ten -foot sidewalk and landscape easement for benefit of the City of South Burlington. Said easements extends from the western boundary of the property of the grantor, along and within the northern boundaries of lots five, six, seven eight and nine to the northern boundary of the property of the grantor as set out on a final subdivision plat entitled: Summerfield, dated June 24, 2009, last revised October 16, 2009, by Ian A. Jewkes, Licensed Land Surveyor #639, Krebs and Lansing Consulting Engineers and recorded in Map Slide _ of the City of South Burlington Land Records (collectively, the "Plat") for subdivision of land in South Burlington. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said, sidewalk including the right to install, maintain, repair and replace public utility lines, structures, culverts, cuts, curbs and ramps, at its sole cost, expense and risk. By its recording of this Easement Deed, Grantee agrees, for itself and its successors and assigns, that any premises of Grantors lying outside the scope of the easement and right- of-way disturbed or affected by Grantee's exercise of the rights granted it hereunder shall that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. In witness whereof, Grantor sets its hand this day of 2009. Buckthorn Group, LLC John R. O'Brien, a member of the LLC, A duly authorized agent of Buckthorn, LLC with actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this day of , A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public 3 00006502 V. 905 PG: 134 of stormwater pipes, catch basins, stone storm outfalls, grass swales, and any other components the residential stormwater system depicted on the Plans and Drawing referenced herein above within the easement herein granted as well as in any other property of the grantor where any component of the stormwater management systems may be located. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to all fixtures, appurtenances and equipment either existing or that may be constructed or installed associated therewith, and located on, under and through the easement herein conveyed, to the Grantee free from all encumbrances. Grantee agrees, for itself and its successors and assigns, that any premises of the Grantor affected by Grantee's entry pursuant to this easement shall be restored to the general condition thereof prevailing prior to such entry at Grantee's own cost and within a reasonable time, provided however that Grantee shall have no obligation or responsibility to replace, repair, reconstruct or reestablish any landscaping, structures or other improvements planted, erected or constructed within the conveyed easement areas in violation of this Agreement. Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated , 2009, of record in Volume pages of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, 2 Exhibit B to the Irrevocable Offer of Dedication by and between Buckthorn Group, LLC, and the City Of South Burlington. STORM WATER EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that Buckthorn, LLC, a Vermont Limited Liability Company, with a principal place of business in Williston, Vermont, County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to it paid by the City of South Burlington a Vermont municipal corporation located in Chittenden County, Vermont, Grantee, hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, and its successors and assigns forever, a perpetual easement and right-of-way for the purpose of maintaining a storm water detention area on and through property in the City of South Burlington County of Chittenden and State of Vermont, described as follows: Being an easement identified as "stormwater easement for benefit of City of South Burlington and lots 1 - 8" within the boundaries of lot nine as set out on a final subdivision plat entitled: "Final Plat, Summerfield, 1404 Hinesburg Road, So. Burlington, Vermont," dated June 24, 2009, last revised October 16, 2009, by Ian A. Jewkes, Licensed Land Surveyor #639, Krebs and Lansing Consulting Engineers and recorded in Map Slide of the City of South Burlington Land Records (collectively, the "Plat"), Included herein are permanent easements and rights -of -way for the purpose of operation, maintenance, repair and replacement of 1 I IN John R. O'Brien, Member and Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this _ day of , A.D. 20 _, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public Exhibit A to the Irrevocable Offer of Dedication by and between Buckthorn Group, LLC, and the City Of South Burlington. WARRANTY DEED KNOW ALL PERSONS BY THESE PRESENTS, that Buckthorn Group, LLC, a Vermont Limited Liability Company with its principal place of business located in the Town Williston, County of Chittenden, State of Vermont (the "Grantor" herein) in consideration of One Dollar, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, to them paid by the CITY OF SOUTH BURLINGTON, a Vermont municipal corporation situate in Chittenden County, State of Vermont, (the "Grantee" herein), hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, all right, title and interest in a certain piece of land with improvements thereon in the City of South Burlington, County of Chittenden, State of Vermont, described as follows: Being a parcel of land comprised of 0.93 acres, more or less, lying easterly of Hinesburg Road in the City of South Burlington and which parcel is depicted and labeled as "Wildflower Drive" on a plat entitled "Final Plat, Sumerfield, 1404 Hinesburg Road," dated June 24, 2009, last revised dated October 16, 2009 and prepared by Krebs & Lansing Consulting Engineers, Inc. (the "Plat" herein). Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated _, 2009, of record in Volume pages of the City of South Burlington Land Records. Reference may be had to the above -mentioned deeds and their records and to all prior deeds and their records in further aid of the description of the lands of which the lands herein conveyed comprise a part. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the said Grantee, the City of South Burlington and its successors and assigns, to its own use and behoof forever, and Buckthorn Group, LLC for itself, its successors and assigns, does covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents Buckthorn Group, LLC is the sole owner of the premises, and has good right and title to convey in manner aforesaid, that it is free from every encumbrance except as aforesaid, and does freely engage to warrant and defend the same against all lawful claims whatsoever, except as aforesaid. In witness whereof, Grantor sets its hand this — day of , 20._.. Buckthorn Group, LLC 00006502 m 0 �r 0 0 J z o d� a >->0 w Zoe 0 z60 Q �o m� W a z W O n d w U>_� z� I Q =a d w Buckthorn Group, LLC 1� % r By: f John R. , 'Brien, a mem er of the LLC, and a duly a orized agent of the LLC with actual authority to execute this instrument STATE OF VERMONT CHITTENDEN COUNTY, SS. At South Burlington, Vermont, this 3rd day of November, A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC and that he was a duly authorized agent of Buckthorn LLC with actual authoritatoute this 4iinstr nt Before me, Notary commission issued inenden County My commission expires: 2.10.11 �o H C OP �9 NOTARY (P PUBLIC -7 �(D? �OF VET DAVID H. CASIER NOTARY PUBLIC STATE OF VERMONT My Commission Expires February 10, 20 1) STATE OF VERMONT COUNTY OF CHITTENDEN, SS. CITY OF SOUTH BURLINGTON By: Charles Halter, City Manager: On this 4 day of A)D1(E r 2009, personally appeared Authorized Agent of the CITY OF SOUTH BURLINGTON, to me ; who executed the foregoing instrument, and he acknowledged this,r to be his free act and deed and the free act and deed of the.-r—iTY n> B ore `— Notary commission issued i Ch My commission expires: 2.10.11 Duly 00006502 V-z 905 PGZ T IRREVOCABLE OFFER OF DEDICATION This Irrevocable Offer of Dedication (the "Irrevocable Offer") is by and between Buckthorn, LLC, a Vermont Limited Liability Company, with a principal place of business in Williston, Vermont (the "Owner") and the CITY OF SOUTH BURLINGTON, a Vermont municipality (the "Municipality"). Background 1. The Municipality's Development Review Board ("DRB") has approved a final subdivision plat entitled: Summerfield, dated June 24, 2009, last revised October 16, 2009, by Ian A. Jewkes, Licensed Land Surveyor #639, Krebs and Lansing Consulting Engineers and recorded in Map Slide. of the City of South Burlington Land Records (collectively, the "Plat") for o subdivision of land in South Burlington. � 0 2. The Final Plat Approval of the DRB contains conditions that the Owner dedicate tot e o Municipality certain lands and premises in connection with the operation, maintenance, repair, replacement and reconstruction of a public roadway, sidewalks, utility easements and a by Owner. o recreation path on lands in said subdivision or owned the Z Q T 3. The above -described lands and/or interest therein are to be dedicated to the Municipality free pz (D and clear of all encumbrances, pursuant to said Final Plat Approval and the Plat. c mod� NOW,THEREFORE, I T W o o In consideration of the final approval of the Municipality's Development Review Board and for cn v7 z other good and valuable consideration, it is covenanted and agreed as follows: dww � Section 1. The Owner herein delivers to the Municipality a fully executed Warranty Deed, and o fully executed Easement Deeds, unexecuted copies of which are attached as Exhibits A,, B, C, Q r D, E and F said delivery constituting a formal offer of irrevocable dedication of that property to w the Municipality to be held by the Municipality until the acceptance or rejection of such offer �C Q of irrevocable dedication by the City Council. Section 2. The Owner agrees that this Irrevocable Offer is irrevocable, and may be accepted by the Municipality at any time. Section 3. This Irrevocable Offer shall run with the land and be binding upon the Owner and its successors and assigns. IN WITNESS WHEREOF, the parties, as evidenced by the Agents, do hereby execute this Irrevocable Offer as of the :3 day of November, 2009. CITY CLERK'S OFFICE Received Nov 117 y 2009 12:30F Recorded in VOL: 905 PG' 1291 / OF so. Burling' -on Land Racord5 Attest Donna Kinville citij cl-rig C AVID H. CASIOR ATTORNEY -AT -LAW 4 LAUREL HILL DRIVE 2ND FLOOR TELEPHONE (802) 863.1 1 10 SOUTH BURLINGTON VERMONT 05403 FAX LINE (802) 862.3592 ROXANNE HUNT, PARALEGAL E-MAIL DCASIER@AOL.COM November 4, 2009 Raymond J. Belair Administrative Officer City of South Burlington Vermont 575 Dorset Street South. Burlington, VT 05403 RE: Buckthorn Subdivision Dear Mr. Belair: Yesterday John O'Brien brought you the Irrevocable Offer of Dedication for the Buckthorn subdivision. It appears that I provided him with earlier versions of several of the exhibits to the Irrevocable Offer of Dedication rather than the final versions that had been worked out. This was my mistake and I apologize for any inconvenience this may have caused you. Enclosed please find the following documents that should be substituted for the versions that were delivered yesterday: Recreation Path Easement Deed, Storm Water Easement Deed, Landscape Easement Deed and the Sewer Easement Deed. Thank you for your attention to this matter. Sincerely, David H. Casier PRINTED ON RECYCLED PAPER DEVELOPMENT REVIEW BOARD 6 OCTOBER 2009 The South Burlington Development Review Board held a regular meeting on Tuesday, 6 October 2009, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: M. Behr, Acting Chair; E. Knudsen, G. Quimby, R. Farley, M. Birmingham, B. Stuono Also Present: R. Belair, Administrative Officer; C. LaRose, Associate Planner; P. C. & S. O'Brien, D. & L.Young, D. Sopp, K. Donahue, B. Cimonetti, R. Provost, M. Young, G. Farrell, M. Buscher, S. Cudyer, B. Rushford, W. & M. Gilbert, M. Scollins, R. Hubbard, L. Walker, B. Masterson, P. Walcott, L. Bresee, K. O'Shea, J. Levitt, S. Homestead, D. Seff, C. Levins, T. Peterson, J. Parsons, A. Glenn, C. Deslauriers, J. Flint, Janice Smith, M. Esposito, K. Racine, S. Lindberg, B. Rippa, G. Tang, T. Arani, N. Khorrami, G. & A. Greenblott, C. & S. Dubie, T. Berman, D. Bezio, J. Yu, L. Miao, C. Boerges, N. Bell, P. Pizer, J. Zia, C. Deetjen, S. Kristiansen, M. Carter, M. VanKoerring, R. Skiff, F. Chamberlain, W. Edwards, K. Church, L. & W. Charash, L. & A. Rovner, T. & L. Kleh, D. Hernberg, P. & A. Roche, T. Thom, D. & P. Warshaw, E. & M. Gray, D. & J. Krupa, G. Knisely, M. Wamsganz 1. Other Business & Announcements: Mr. Belair advised that the applicant for agenda item #7 has asked for a continuance until 20 October. Ms. Quuimby moved to continue Site Plan Application #SP-09-63 of Burlington International Airport until 20 October 2009. Mr. Farley seconded. Motion passed unanimously. 2. Minutes of 15 September 2009: Ms. Quimby moved to approve the Minutes of 15 September 2009 as written. Mr. Farley seconded. Motion passed unanimously. 3. Continued Preliminary Plat Application #SD-09-31 and Final Plat Application #SD-09-32 of Buckthorn Group for a planned unit development to subdivide a 6.93 acre parcel developed with a single family dwelling into nine lots ranging in size from 0.39 acres to 1.96 acres, 1404 Hinesburg Road (Furlong Property): Mr. O'Brien said that since the last meeting they have eliminated the cul de sac and will build the road through to the adjacent property. They have also changed the storm water system a bit, but the depth of the pond remains the same. They have also added a pervious sidewalk. DEVELOPMENT REVIEW BOARD 6 OCTOBER 2009 PAGE 2 Mr. O'Brien showed the proposed turnaround on the Gardner property which has been accepted by both Public Works and the Fire Chief. Mr. Gardner will come in with a revised plan as part of this arrangement. Mr. Belair noted that this is not technically a part of this application. There is a condition of approval that the applicant provides an easement to the city from the adjacent property owner. Mr. O'Brien said their attorney has sent the draft of a deed to Mr. Gardner. Mr. Stuono said he thought the applicant might squeeze lots a bit narrower as the lots are bigger than the ones to the south. Mr. O'Brien said it didn't make practical sense. Mr. Stuono suggested leaving some open space to the north and combining it with open space from the developer to the north for a small park. Mr. Behr said he wasn't sure the city is interested in such a small lot as it would not be maintained by a homeowners association. Mr. O'Brien said the city has told him this is not a location for a park. -- Mr. Behr said he felt the applicant made the best effort to meet the regulations. Ms. Quimby asked if there is parking on one side of the road. Mr. O'Brien said the road is 24 feet with 2-foot shoulders for a total of 28 feet. There will be parking on one side of the road. Ms. Quimby then moved to approve Preliminary Plat Application #SD-09-31 and Final Plat Application #SD-09-32 of the Buckthorn Group subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 4. Site Plan Application #SP-09-80 of CCTA to relocate a previously approved bus shelter, Dorset Street (south of Aspen Drive): The applicant indicated that the shelter has been moved 20 feet to the south. Everything else remains the same. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Site Plan Application #SP-09-80 of CCTA subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 5. Preliminary Plat Application #SD-09-42 of Robert L. Provost for a planned unit development on a 0.57 acre parcel developed with a single family dwelling. The proposal consists of: 1) adding on accessory residential unit to the existing single family dwelling, 2) adding a second single family dwelling, and 3) creating footprint lots for each single family dwelling, 27 Birch Street: Mr. Provost said that since the last hearing they have eliminated one parking space. They also met with the Water Department which recommended a one -inch line, which is being provided. The sewer line is now 2 inches, pressurized. �! I Mv. H JB897 nareBre Mv. out JB887AVW the M/N moh. o/e.T/rrdai�a \R•rn,��q re gale rda n ,art. I N. 3c3 In of B• a[ Plod . 'b Arlhl New r \ I I he W �591 Ne» IJ' rqp" inht S/rum z Zo•, I torn r- --�__ , -----�;` I I .,. _- � \ � � , ,, henebr or I,. cry or • bwrh a,rHgron. �. 40• non4dew/opob/e Or� swtn9 sefx SwanImy pools, e/c.J � III I � . I I / / � ` ♦F . 'I �n �. - -_ - _ - + _ �. - I -- _-1 - - -_ --I�.-�`�= ,� .- - - �� /III/�/If�l� l I I I II hxeel\ I I I 1 �I I J 1 I �Nf $I �//Iii N tI I r I I I -Lot _i I I --. Lot I 1 I j I I /I ll1A3°"`r'7sa rh' I Y ]96 J�5 �\/ Santamtnr /w the I I 7 XiMrwmNrI I seism / the city / l// � T / I� � -- - • I � [Di % LQL2 � e✓rfngrm � /A/.. /, 1 »r +oo obit - andrrk ; PP 14 Nor SYM) 1 I CB 3" J Ren 40 C/ev - J .JO• 1 1..10 I Rinr J99.1 °Pi / 1/ / / Se /'� "f//� / /Ne► SN/ _ New CB J 9J I A4» I PYC K b .h39P.BB I Mv. 9a71 °0 J91.?J e } Rhr J98I SG4P J5 :l r h, w/ J9P.7B hK Alud NAM //% / sr ✓{ � / / S° r JB7.J swdce. I J97.0D / 1/ f / / ! r kr hw JN7 \\' w JB7. \ an rbars/R / Ot o/ swam a oa Lois k-e I \ Me. 4'P�� \\1 6 S' ? 1 �I New. Frw I — —— — We 00 Ier� - _,u- _ _-eel _ _ _ - -]te - - - le.. •� _.- - _. _._ .._. _ _ Mr• / 3 N MProxlmO New /1' - J - �_ '' ` o--.. - - '�-. _...— _ „ �,-- i // g /ocorron or ;arMg to � ' laver Q dint tulMrl ! eve + Y = S __-��- � � CO be obonobned. i i t01 Rim 10I OS 7 /o � � 00 / / by I New rrser..Q. , . 1 .�.q" � - `4i•6 ,.. 8 Pr Darn awry rr --- ,� / y Existing 6uBdeng t \8" . '^ " _. - - - w New topping -eo! J%7B I w» m$' - 4 - �Aea _ —`Niw1'B. S E (Mg Po P krng -P - 7Ge�F. � \ •� � I I � d Rik J9D 1 npYanrI I 1 NMe 3/4• n tin o„emNj• / I nr 4 \ I tePPer MfN SA093 J^ S4 a6meond an . q �• (IpkN1 Mw ud 9373 i New L$ q„ \ I I q RLn J981 p• hvv�J9/» \ I I I I h Id -tJV / -.o]- 6 PIC ` h \ / / / / New Y, W \ \ \\\ Ii--- New 6'PK'-- I I awe rera I I w e4 J9J60 I V f dot:.a. do:. \ Y \ 1 Mee / F(s. = 40i 94 f I I I p ru• ar I Lot 7 / I I II I \ I \�I I rl 1 / LLL N,d wN /Io N c MIN for- I 1 f I Zee, o - eer one iy or '� - - -%I r' � aet{{omm�x/ �r�to- DartiocNlart ed I I " of ram-dnwe bo f I men--- --- I I •as- /a' i o»p/n o/ !M exk/iq eneh'/ p/ Me- _ - - - - - / oI • I MIN moh o \ C'Iy o/ Sou.-{ _ _ _ awmqt- 1 �20'—Mon �Selbock line L0r4ry Pelt, /.. In Denapr o/ o I l eesemtn/ r me `g able area (no swing se/� wRnm y dais alc.J - - _i 1 I beneh7 or Ine Cq o/ -' o - \ ♦0' non evr/op M,.4oa n - swan Burr gro E eta g rweennnd� ,// _- r' _ ': - I - - Ewes 9 ont/NmN I I � 1700 IEx 1 •CMP - - - - - - - � xftting /sits -I- I I A ., - - Approx. Properly (ne -W- - f 6- w- Existing Woler Lne/gole valve power de The o//owing restrictions to the -W- - "-W- Proposed Walar Lne/gote valrr p potion o/ Lot B which includes the wetlanand mod associated buffer. - c _ Existing Cos line -� 1Z Surmy Control Point o. No wing. Brush hshell be be PNm/rfed '� C e anon tires times per par. �% Existing hydrant b. No ux os trad7rond rown reot/onN t New Cos Line pace. No ploy tlructuret ,I be permi/!eel A / Proposed AK*Onl e shop be permitled only ro the -1-1 i! 1. Elevations ae based on on NAM BB doturrn. Existing Tree line � delineates the noo-usepb/e oreo. Concrete -on.-antc. N use of pesNcioes win the wend N ? The /ocolton o/ under ound u!f'lies is not wononted !o _S -S�' Exislnq Sewer Line/manhole O Non pgie wefrone butt .. 9r IJ » End pit M the presence or M- fngH— and Cl/y o/ , m -W..4 Bur/:talon Pr nr/ o avder mannng 1 o/e to dsr.vmk /ne —1 /ocoI* d deptn o/ New '0•T e.WhV amlroy sewn- stub �W ` Cl. Wh Rhin JBJ. JI 'M M. J72. Je .erpo New 1 1S „hr 7J7BJ1 \ 1*$ hw T3 3 �-..I Me ovI J7J /t _ JOJ , Con/1-10, ,nav cowdi+ote ow wwx to be wink tee / H oo v with fhe a-- Restore Nr .W-bed or— to -;gHor t a.'rx.t. rho w.,-. ; oa e nM -Wolion r e,Wa q ,Nice note a off be exact a complete. Conlocf D/G SAFE pf/oa to any ���5-�- Proposed Sewer Line/manhole Oroinage flaw Dote rew'sed av-4,tlon Cne excavation. -gar- -ret- Existing efectrico//te/ephone 337.5 Finish grode spot elevation Design spW Site P/on 3 Phis plan is in no way a bounday survey. -Etta- -E&r- New Neclrtcoi/felephone Drown MRA/SIffJ <. House and driveway /ocolnns and lot grading plans OreChecketl -sr- 5r-O- Extsfng Slam Lne%olch bosh 4 .Sign 0' J0' 60' 120• /BO• shown to Aluslratire purposes. Exact locoltons of houses -Sr-ST-p- Proposed Storm Lne%olch bash Ltyhf post and drirewoys may vary, Scale I" _ •7C• �.r--- Ex/sling Contour Summerfie/d A / 7 2009 S Re/n to Electric Plan by Green Mountam Power to Dole y complete delo/rs of electric nsldlotion. _ - - - 338 - _ Proposed Contour Project 09143 14 Hine Road BAR SCALE 1" _ ,i0' Existing /ekes _ - Proposed fooling (*on r KREBS & LANS/NO Consult h,- e"gineeis, Inc. I I1, w Proposed undndioin r r ermit Review f"Ail lnStil Coleh" BP, �rfont05446 C-2 tkW w--,,,.�e. it /31a�,� 7 GJ. I • CV Ivry II .r—Ir"� d—r a - r vQ 1- F Old World" V270 _aka Traditional Post Top SptGPtign9 O Or Hawing: 356 HM high -strength, low Coppof Cesi rt 1. F1aaf: Cam aluminum, ningod 4. SoCkllt: Porcelain dkv rgled- with tool -leas hinged roof and non.fcocu5 lasleners- with toot -less wainloss (Larne not W ooded) ` ffttlsh; Thermoset pdyCstcr }yowrfe:cast, IAhoretory tasted Stael thumb aGtew S. 4P1W. t 5. Wiest: Twistbck ballast assamktly, for superior weathera6111ty and lode resistance. (V2703 Cano f) Specular factory pro•wkW and try -lad alumkxall cutoll tenwor S. Pdd: Opelaal Assembip Typo M (H3) end Type V (65) Ref .7etive 3, Parrots: Cast aklminurn i8ne1S: break resistant UN, stabilized Iniection melded clear (V27(3 Reffactive} 7_ Photocell; aofylic refractive panels, Typo I y (T3) And Type V (f$) Cutoff: U.V. Mobilized injection molded clear acrylic pplOnat hutmn cyc specular aluminum cutoff reflector with hnrirm*..vl lamp mounting lotratAve panels (V0703 CUtD A U V e. Blip Fleur 3' IA x 3"deep U.V. StaNlized injocnotl rruwldad clear aeryliC Par"01S. L j% mplrKl. H.I.D. Meditcn base E17. 70W-15DW HPS Mogul I)aS(, E23.5. MH and 25UVY HPS Mogul Wse E028. llecbicral Assembly: Twisllock ballast acsanlbly with rku ek disconnepts for 99i;y mainlenanCc. lPwllast. Factory pre -wired and WNW, Hr F core and cmil. rlegtrialed with power factors defter than 9G% (HPF), providing o f-;()% input voRage t49tolation. Woolat halide ballasts are capable of .tarting at -20°f= of • 30°C and FIP^a at -401F or -4(rC. Certifications: t II- And ct 11. 1 isted ISO 4001:2D00. Hlvk ti kKh.36114'(92cm)xi9112-(49Cm) Max. KPA. 2.97 sq. IL Max. W04*41371ba. IMS11A $Iondarft CLhtrrQ "Mom 0 Rolracliva panels 0 Cutoff OplICS Ordering Guide Ordering Example: V2703 A B5 N D 100H - slabillted fn(aGtipn mok3ed clearacryge panels Refractive Panel$ Cutoff Optics S[airNOss Stco! Sol Screvrs FINISH VOLTApE (A) Black GPT1cs (E) 28V (F) 208V (S) While (0) Verde (93) Type ill P9nel8 ft Typo V Panels PN4T1] COIiTROL SOGRET (G) 277V PPODUCT (K) Bronze •(T3) Type, III cuton (B) Hutton Eye (D) Medium {H} 27V IKI 347V 00176 J Green -(T5) Type V Cutoll Nu"v G Ui WATTAGE V2703 (-) - ( ) ( ) ( ). 7()5 - 70W HM. ( ) V27M3 ( ) _ ( ) ( ) ( ) inns = 1t10Nt HPS ( } VPT03 { ) ( } t } ( ) 1SOS, 150W HPS t ) V2703 ( ) ( ) f ) G 2GM = 2bOW SIPS ( ) V27(13 ( } ( ) ( ) D 10H = 7OW MH ( ) V2T03 ( ) { ) } 0 IDDH= 1D11W MH ( ) V27OU ( } { ) ( ) D 150H = 15UW MH ( ) V27ti3 f i { ) I } ( ). 175H = RSW Mai V2703 ( ) { ) ( ? ti 750H - 2501,V M11 ( ). e 'WIOrr 9ROC3 gvvraA0 wnlnromw,,, unss+y., =•v. ••••••.r. t c P- o. BOX 121 - 100 Creftway • Uttle$town, PA 17340 - Phone: 717-359-7131 - Fax. 717-359-9289 ., Old World (V21WsSpecification Sheet Fixture Name: Location: MFG: Philips Hadco (3) r-06-*8 -------i 3- Max n D Stainless Steel; (8 cm) Se' Screws s. ifications No.: Ordering Guide Example: V2703 A B3 N D 70S E Product Code V2703 Old World Finish A Black B White G Verde H Bronze J Green Optics B3 Type III Refractive Panels B5 Type V Refractive Panels T3 Type III Cutoff 1 T5 Type V Cutoff 1 Photo Control N None B Button Eye Photo Control Socket D Medium G Mogul Wattage 70S 70W HPS 100S 100W HPS 150S 15OW HPS 250S 25OW HPS *2 70H 70W MH *3 100H 10OW MH *3 150H 15OW PMH 250H 25OW PMH *2 Voltage E 120V F 208V G 240V H 277V K 347V *1 Cutoff optics available with Medium base (D) socket only. *2 Available in Mogul base (G) socket only. *3 Available in Medium base (D) socket only. HOUSING: 356 HM high -strength, low -copper, proprietary cast aluminum alloy . Tool -less lamp access. Hinged roof with stainless steel thumb screw. Tool -less ballast access. Twistlock ballast assembly with quick disconnects for easy maintenance. A weatherproof ballast assembly isolates the ballast from water and heat for longer life. The optional photo control eye is located in the ballast enclosure for easy access. All non-ferrous fasteners prevent corrosion and ensure longer life. Slip Fitter Dimensions: 3" I.D. x 3" deep . FINISH: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required, contact the factory for more information. OPTICAL ASSEMBLY: Type III Refractive Panels. Type V Refractive Panels. Optically designed, U.V. stabilized, injection molded, acrylic refractive panels. Type III Cutoff. Type V Cutoff. Precision formed, segmented specular aluminum internal cutoff reflector with horizontal lamp mounting. U.V. stabilized, injection molded, clear acrylic panels. Tookless removal panels for ease of cleaning. LAMPING: MH and HPS Medium base: E17. MH and 250W HPS Mogul base: ED28. 70W-15OW HPS Mogul base: ED23.5. ELECTRICAL ASSEMBLY: Twistlock Ballast Assembly with Quick Disconnects for easy maintenance. Ballasts are HPF core and coil. 4kv rated medium base porcelain socket. Nickel -plated screw shell with center contact. 4kv rated mogul base porcelain socket. Nickel -plated screw shell with center contact. BALLAST: All HID ballasts are core and coil and regulated with power factors better than 90 % (HPF). Ballast provides +/- 5 % lamp power regulation with +/- 10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20* F or -30' C and HPS at -40°F or -40"C. NOTE: All ballasts are EISA / Title 20 / Title 24 compliant where applicable. ISO 9001:2000 Registered Page 1 of 2 PHILIPS Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. la 100 Craftway Littlestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadco.com Copyright 2008 Philips HAfoC P1511 Specification Sheet Proiect Name: Location: MFG: Philips Hadco Fixture Type: Catalog No.: City: 0 :i Straight ♦ z.cy i 27 tt8" 12 V',IS Pcir' to Poin' (Shcwn %v It- St:.are Base Cover} Specifications Ordering Guide Example: P1511 8 A Product Code P1511 Pole Height 8 8' 10 10' 12 12' Finish A Black "1 B White G Verde *1 H Bronze J Green *1 Base covers are composite material. HOUSING: 356 HM high -strength, low -copper, proprietary cast aluminum alloy. 360 Die-cast marine grade aluminum. 6005-T5 extruded aluminum. Anchor rods are hot dipped galvanized steel . FINISH: A durable polyurethane enamel finish is applied after assemblies are shot blasted to create a surface profile which allows for the highest level of paint adhesion. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required, contact the factory for more information. WARRANTY: Three-year limited warranty. Tenonrrop: 3" OD Bolt Circle: 9 3/8" Anchor Rods: (4) 1/2" dia. x 15 1/2" Base Dimensions: 8 1/4" sq. x 27 3/8" Base Cover: (Included) 9" sq. x 3" Hand Hole: 3" x 5" Shaft: 3" Straight ISO 9001:2000 Registered _ Page 1 of 2 PHIIIPS Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. 1 100 Craftway Littlestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadco.com Copyright 2008 Philips a_..��.5�� .._. ._4 .:'�3 9 Fill 51 1 Specification Sheet Project Name: Location: MFG: Philips Hadco Fixture Type: Catalog No.: Qty: Wall Thickness: 0.125 Aluminum Height : 8'. 10'. 12' Pole EPA Values Height Windspeed(mph) 8' 10, 12' 80 9.9900 8.0200 6.6400 100 5.8400 4.6000 3.7200 ISO 9001:2000 Registered Page 2 of 2 PHILIPS Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. z 100 Craftway Littlestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadco.com Copyright 2008 Philips w 1►-� e�iW, southig.,ru! r] irn, , PLANNING & ZONING May 11, 2009 Estate of R. Furlong Attn: Claire Lewis, Executrix 1747 Pointers Point Road Colchester VT 05446 Re: 1404 Hinesburg Road Dear Property Owner: Enclosed is the draft agenda for the May 19, 2009 South Burlington Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. Cc: David O'Brien 8151 Route 116 Hinesburg, VT 05461 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846,4101 www.sburl.com south itr1higte,01-1. PLANNING & ZONING May 11, 2009 Estate of R. Furlong Attn: Claire Lewis, Executrix 1747 Pointers Point Road Colchester VT 05446 Re: 1404 Hinesburg Road Dear Property Owner: Enclosed is the draft agenda for the May 19, 2009 South Burlington Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburi.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, J z Jana Beagley Planning & Zoning Assistant Encl. Cc: David O'Brien 8151 Route 116 Hinesburg, VT 05461 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com KREBS & LANSING Consulting Engineers, Inc. July 13, 2009 Ray Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Summerfield — #SD-09-23 1404 Hinesburg Road Dear Ray, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 Please find enclosed Preliminary Plat and Final Plat applications for the proposed Summerfield Development located at 1404 Hinesburg Road. The Applicant, Buckthorn Group, is proposing a nine lot residential subdivision featuring eight new homes. The existing house on the site will be retained on Lot 9. The lots will be served by a new City road, Summerfield Lane, ending in a cul- de-sac designed to City standards. Summerfield Lane, will be a 26' wide street, with on street parking on one side. The street will be uncurbed, with drainage swales for stormwater management and treatment. The project has been designed to be in compliance with the Vermont Stormwater Mangement Manual. Water quality treatment will occur via grass lined swales and sheet flow "disconnection" of rooftop runoff from the houses. Stormwater quantity will be managed via a detention pond located in the northeast corner of the site. The project will be served by municipal water and sanitary sewer connections. Initial discussions with the water and sewer departments indicate adequate capacity is available to serve the project. Two street lights, at the entrance and at the cul-de-sac are proposed for the project. The lights will be the "Old World" style lights recently used at the Heatherfield and Vermont National Country Club developments. Cut sheets of the proposed light fixtures are attached. We believe the project meets the general standards applicable to PUDs, including: 1. Sufficient water supply and wastewater disposal capacity is available. Water allocation has been received, wastewater allocation is pending. We will be applying for a Vermont Water and Wastewater Permit from the Department of Environmental Conservation. 2. Sufficient grading and erosion controls will be utilized during construction. Sheets EPSC-1 through EPSC-7 address erosion prevention and sediment control. We will be submitting these plans along with appropriate calculations and narratives as part of an application under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. 3. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Estimated peak hour trips for the project are less than ten. In addition, a possible future connection to the adjacent property to the north has been provided. } Ray Belair July 13, 2009 Page Two 4. The project's design respects and will provide suitable protection to wetlands. The only identified wetland on the property is in the southeast corner of the site. The wetland and a 50' buffer will be undisturbed by the project. 5. The project is designed to be visually compatible with the planned development patterns in the area. The uncurbed street, cul-de-sac, potential for connection to adjacent property, and house placements close to the front yard setback are designed to contribute to a "neighborly" feel consistent with the goals of the SEQ-NR district. 6. Open space on the site has been preserved by the use of larger rear yard setbacks that will create contiguous open space across the back of the lots. This pattern could easily be continued on adjacent properties. 7. We will work with the Fire Chief to insure adequate fire protection is provided. The project will be served by an 8" ductile iron water line and hydrant located strategically in the cul-de-sac. An additional existing hydrant is available at the northeast corner of the property. 8. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines, and lighting have been designed in a manner that is compatible with extension of services and infrastructure to adjacent properties. 9. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. We have had preliminary discussions with City Public Works staff who have indicated general approval of our road design. Lighting proposed is consistent with that in nearby developments. 10. The project is consistent with the goals and objectives of the Comprehensive Plan for the Southeast Quadrant. Summerfreld will be a small, walkable neighborhood sited and designed to avoid areas of ecological significance. It has been designed to be compatible with future development on adjacent properties. Also, an easement has been provided along the frontage of Hinesburg Road for a future recreation path. The applicants hope to construct the road and infrastructure for the project in a single phase, beginning in the Fall of 2009 (pending permits). Individual lot construction would subsequently occur on a market demand basis, with a goal of having all lots constructed by the Fall of 2012. The applicants will be submitting the appropriate fees and list of waiver requests under separate cover. Please review our application, plans, and supporting documentation at your earliest convenience and contact us with any questions or comments. Best re ards, Scott Homsted, P.E. Swh CC: Cathy O'Brien Patrick O'Brien 09143\plat cover itr to ray « � /\\y . ��/�.\« !� ��� Z % � \��� } ,«• � /^ ��y »� �2K� A§�}. �,� ~ Condition of Preliminary and Final Permit Buckthorn Group — 9-Lot Subdivision #._ Applicant shall provide the City of South Burlington a letter of credit in the amount of $_(this amount will be agreed upon and accepted by the city engineer prior to next Tuesday's final DRB meeting) which shall be available for a period of five years starting on the date either on which this approval becomes final and unappealable or on which the final plat (or mylar) is recorded, whichever last occurs. Applicant shall obtain the City attorney's approval of this letter of credit at least one month before the start of this five-year period. Applicant may, at some time in the future, substitute a cash escrow for the letter of credit. In the event that Applicant substitutes a cash escrow for the letter of credit, it shall be deposited in an account specifically for this purpose in a banking institution insured by the Federal Deposit Insurance Corporation. Any interest earned on money so deposited shall be and will always remain the property of Applicant. The letter of credit or cash in escrow described above shall be available to contribute to the cost of the extension of the road to the northern property line, as depicted on plan C2-A2, titled: Site Plan — Alternate 2 Summerfield dated August 20, 2009 and prepared by Krebs & Lansing Consulting Engineers, in the event that the City of South Burlington grants to any development north of the subject Summerfield development final zoning approval, which shall be defined for the purposes of this condition as a subdivision or development the final plat (or mylar) for which is filed in the City of South Burlington land records on or before the last day of the 5-year time period described above. In the event that no subdivision or development has received final approval on or before the last day of the five-year time period described above, then Applicant shall have no further responsibility for the cost of construction of the extension of the road. In the event that a development occurs to the north of the Summerfield development that will require the extension of the road to the northern property line, as depicted on plan C2-A2, titled: Site Plan — Alternate 2 Summerfield dated August 20, 2009 and prepared by Krebs & Lansing Consulting Engineers, then Applicant's obligation will be limited either to the full amount of the letter of credit or the full amount of the cash in escrow, exclusive of interest, or one half of the actual cost of constructing the necessary improvements to the extension of such road, whichever is the lesser. In the event that the amount of cash on deposit in an escrow account is greater than one half of the actual cost of constructing the necessary improvements to the extension of the road then the difference shall be retained by Applicant. In the event that the amount of cash on deposit is less than one half of the actual cost of constructing the necessary improvements to the extension of the road then Applicant shall be deemed to have satisfied the requirements of this condition upon the payment of the full amount of the cash in escrow, exclusive of interest. In the event that Applicant is called upon to contribute to the cost of the extension of the road described above, Applicant will not be obligated to actually make these improvements. Applicant's obligation will be limited to the financial contribution described in this condition. Should there come a time when development on adjacent parcels of land is complete and it becomes apparent that a future road extension will not be needed or desirable, then Applicant may request that the City of South Burlington agree that the letter of credit shall be cancelled or the escrow shall be released and Applicant shall have no further obligation under this condition. I Should there come a time when a proposed development on adjacent parcels of land has reached the point when the final plat (Mylar) is filed in the City land records and it becomes apparent that an extension of the road will not be part of that development then Applicant may request that the City of South Burlington agree that the letter of credit shall be cancelled or the escrow shall be released and Applicant shall have no further obligation under this condition. road then the difference shall be retained by Applicant. In the event that the amount of cash on deposit is less than one half of the actual cost of constructing the necessary improvements to the extension of the road then Applicant shall be deemed to have satisfied the requirements of this condition upon the payment of the full amount of the cash in escrow, exclusive of interest. In the event that Applicant is called upon to contribute to the cost of the extension of the road described above, Applicant will not be obligated to actually make these improvements. Applicant's obligation will be limited to the financial contribution described in this condition. Should there come a time when development on adjacent parcels of land is complete and it becomes apparent that a future road extension will not be needed or desirable, then Applicant may request that the City of South Burlington agree that the letter of credit shall be cancelled or the escrow shall be released and Applicant shall have no further obligation under this condition. Should there come a time when a proposed development on adjacent parcels of land has reached the point when the final plat (Mylar) is filed in the City land records and it becomes apparent that an extension of the road will not be part of that development then Applicant may request that the City of South Burlington agree that the letter of credit shall be cancelled or the escrow shall be released and Applicant shall have no further obligation under this condition. KREBS & LANSING Consulting Engineers, Inc, September 9, 2009 Bill Szymanski City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Summerfield — #SD-09-23 (1404 Hinesburg Road) Dear Bill, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 w Please find below our Opinion of Construction Costs for a future 24 ft. wide curbed road from the proposed cul-de-sac at Summerfield to the northerly property line of the parcel. We estimate an approximately 260 ft. long extension. Opinion of Construction C 001,-Cnmmerfielrl R„t„ra 1?r%aA R_+r ;, Item Quantity Unit Cost Total Cost $ $ Road/Parkin 30" 704.05 Crushed Gravel CY 575 30.00 17,250.00 4" Pavement tons 155 75.00 11,625.00 6" 703.03 Sand CY 150 10.00 1,500.00 Curbing LF 480 14.00 6,720.00 Ground Stabilization Fabric SY 850 1.00 850.00 Cut Excavation CY 650 4.50 2,925.00 Remove Excess Cut CY 650 12.50 8,125.00 Underdrain LF 480 12.00 5,760.00 Concrete Sidewalk SF 2700 4.50 12,150.00 Storm HDPE Pipe LF 100 24.00 2,400.00 Catch Basins 2 2,400.00 4,800.00 End Sections 1 200.00 200.00 Detention Pond Regrade LS 1 5,000.00 5,000.00 Other Erosion Control LS 1 3,500.00 3,500.00 Trees 16 300.00 4,800.00 TOTAL: $ 87,605.00 For 260' Road Extension, Cost per Linear Foot = $87,605/260 = $337/LF Ij Bill Szymanski September 9, 2009 Page Two For our estimates we used a slight variation on the Residential Street road section shown in Figure 15-1 B of the South Burlington Land Development Regulations. Our section shows a deeper subbase and sand fill to account for the existing Vergennes clay material on site. Sanitary and storm sewer lines will not need to be installed parallel to the roadway because these utilities outlet prior to the new road extension. An allowance for connecting drainage from the new section of road to the proposed storm pond is included. Also, please note that the proposed municipal waterline for the project will already be extended to the property line and is therefore not included in the Opinion of Construction Costs. The unit costs shown are representative of pricing that we have seen on recent projects in the Chittenden County area. We are attaching a copy of "Site Plan — Alternate 2, Summerfield" showing the proposed road alignment, as well as copy of the proposed road cross section. Your acceptance of this Opinion of Construction Costs is vital to this project receiving Development Review Board approval on Tuesday, September 15t' Please contact Ray Belair at Planning and Zoning if you have questions regarding Development Review Board instructions pertaining to this project. We are also available at your convenience to respond to any questions or comments regarding this Opinion of Construction Costs or any other aspect of this project. Best regards, Scott Homsted, P.E. Swh CC: Cathy O'Brien Patrick O'Brien 09143\1tr to szymanski 0000 Electric, telephone Cable TV, spore — - 50 ' - 0 " Righ t of Way road O 25' _ 0» 25' _ 0„ . I � — Asphalt pavement 2 1/2" base, 1 1/2" top 12' 12' S' 6" 5'-0" 2-61' Gr sed ft 1�2'� tf� -- 6 " leveling course 714,1 704.05A fine O 4 " Topsoil Gos ---Concrete curb (Typical) Curb Underdroin trench (tm 18" Crushed with 6" SOR 35 \_5' wide concrete sidewalk grave/ 704.05A µTopped with Mirafi fabric 500x " sand g y picali/a fabric (See detail Course (typical all new roads) AOT Spec. See Detail varies see plan 703.03 18 Water maincover SDeC/f�CGt10/1S: 6 min. 5' min. 1. The material subbase depths shown ore minimum requirements. Investigation of existing soil conditions is required. And depending 20' t . 10' (min) on existing soil conditions, the subbase depths may change if recommended by on independend geotechnica/ engineer. 2. Geotextile fabrics shall meet the requirements of VAOT Section 720 for roadbed subgrade and underdrain trenches. J. Sand borrow shall meet the requirements of VAOT Subsection 703.0j.. 4. Grove/ base shall meet the requirements of VAOT Subsection 704.04. 5. Crushed gravel shall meet the requirements of VAOT Subsection 704.05. 6. Crushed stone shall meet the requirements of VAOT Subsection 704.06. Future Summerfie/d Road Extension Typical Road Cross --Section N. 7 S I 4 1 j ► I `\ O-t I Md— � \ .,na nP�a P YD�gqAloww+ i,s area or me ends, ` \ 1 nah me oats ..xe rut New arts/ 1 � ' \ � n see foz Nw�/ a[ Pwe \- ---- Poo anbr /MPS/ Obat / ml%wr BCPini9n i and t o/Soufn k\ i y 90 I Porn _- _ `. - \ \ by J89/ g Miar oirrhq A 1 20, / r ,r1 II 1,I,L _ me.,nob l .Vt-*,e me emcr or l.o+. and obprJ or nen / l r foe try m e. / ro y /oa \ 17 W Ex. wn sarin B n, /on I - \ I��•-__ _____- ., �• _. Na rP aM.;., Jefx4 9 Rio J,77 \ I _ . --- -I raw - 0- lot r \ \ I I I 3• Id,�c Pe � I III I I III � �. 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PPrxln9 P mP e.. k I I 1 11 +•tlt lank d M a In sae one yI _ 1 opon�n R 11k Pod 7 (ffpied bfs \ C-1 n wort _� Lot 7 copper w/rer I �-- Jtlatl I I-.� I I I /. $ s 9A / \ waters /o ee.orwrq \ ` B..hy �i✓e _ _ I _ \ rKe r om \ ton _ lots ../- [(rp6-K8 d/ ; las\e hoasr \ ,IIO- II 1 1 l n South BuNglon so,' ou09sII in I I /D'sbYwW dtd bP ar� _ II dt0o/n o/ Ins exxtnq \ / - rot /or sc / o/ /Ire G , to. &. /or sat. /.rn I I Nsw E• PK I •� - - - - - kundelbn Jain ,. \ ........` o•-_ __- I / ��/Y I i I;I I S sorb-ocx alily`' for -� II ,, 1I J lase ewxrr or cot 9_k/ r" ee�sar or lase nfy o df/ „� ' A I �� - .�-r• - qr. h. I07.7i I I� I 1 \ I Sd fn dhp/a.. emi fiiq WAMW- -. ��/ - \ - tv Cathy o8risn - \ Exiefnq /cons/ , i xisflnq /InN I 1 \ I ,I , I 1 Location M Ra ----- - - Approx. Property Line I N.T. I -w- - B+ h`-- Existing Mhler Line/pole w/re Power pole The /allowing restrictions apply to the -W- - 'i1'•- Proposed Wola Line/gate w/rr i 17 portion of Lot 8 which rrcludes the - - Survey control Point wet/and and associated buffet- c- a - Existing Gas Line o. No mowing. erusn noggnq Shoff D..0-f 1we M . tha. east« /.vas o« yew. -C - -=G - New Gas Lite Existing nydronf b� No �Se m Mom'?- town or reP.eoNond :A2149x( Pots. No ptoy srrP[fareS Shur be pMmirfM A / P OpOSed hyaron( ence sndi ae Permpled Dory to the erren/ B t. Elevations ore based on on NA bD 88 dotum. Existing tree line o Concrete monument oein eater rase nm,-useable area -S- -sue- Existing Sewer Line/manhole c. No vse or o-/Ar&.. wen me we/tond w 2 Ale location of underground ulRifies is not warranted to O Iron pipe weuone boas ���5'� M _---- be exact o complete. Contact o/C SAFE prior to any Proposed Sewer Line/manhole ,�, pro%nags Iiow o°t 'erasd oescrrPl;on Cnecnee Dote excavation. -r.r- -r/r- Existing e/ectncd/fa/epnone Design SMN _ 337.5 Fhish grade spof a/eval%on e Site Plan A/fernofe 2 3 7hfs plan is in no way o boundary suriep -EiF- -Etl- New electrical/telephone - Sgn Drawn 40RA/510i 4. House and driveway /ocol(ons and lot grading plans are -sn- -s,--- U- Existing Storm Line%otch basinp Light post Checked �yf shown for Mustrotive purposes Exact locations of houses -ST-Sr-•p- Proposed Storm Line%otch bosin Summe, /merfie/d Jo' bo' ,TD' /Bo' Sccie ___ _ and driiewoys may vary. 5 Refer, to Electric Plot by Green Mountoin Power for -� �- Proposed Contour g Date Aug. 7Q Zo09 complete dNods of e/ecfric itstoRofeon. - - - - 33E Proposed Contour BAR SCALE 30' •- Existing fence Project _Qg1t3 J/O/ Hinesbur Good so Bw/m ton Vermont /' __ b- Proposed footing oVoin For Permit Review KREBS & LANSING Consulting Engineers, Inc. ' a..�,M.... CZ-A2 Proposed unoararoin 164 Main Street, Colchester, Vermont 05446 :" Interested Persons Record and Service List southbudingtGn v EA M.0N Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: Scf T /50, PLEASE PRINT CLEARLY! . NAME MAILING ADDRESS PROJEC ------ — T OF INTEREIZ) V u I I � If F Oro -,0 if,a kl 07c000 o J 7 I V Y C i% n -33 fc� 0 1 ( C i P 3vGk(A 0I^1^ 3 ®SY�P 3 2j i v ?-O) ERAS �10-6w( 9- I Interested Persons Record and Service List v ERLSONi Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation .of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME 0 MAILING ADDRESS PROJ ECT OF INEKES i STEW aOSIAVEA P 1�. �b� Oval Sa, SO4,V,-, 60 1)ZDS Nb664. 1, Cev,t - e Me lie j (L 5® ®iCty1�r �c(®t G�C^i�`1C1+� P.0, . 2-7 KZuCk Interested Persons Record and Service List southbigurlipppri •Efi AQ, 1' 1-1 Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be.mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME III/6 MAII Mr. AnnDt=Cc nnr% l.- - 0.>A.,1367-63 vi S7 ,, �-/Uq I CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 11, 2009 drb\sub\buckthorn\1404HinesburgRd_pre1im_Fina1.doc Plans received: July 13, 2009 BUCKTHORN GROUP-- 9-LOT SUBDIVISION 1404 HINESBURG ROAD PRELIMINARY PLAT APPLICATION #SD-09-31 I FINAL PLAT APPLICATION #SD-09-32 Agenda # 3 Meeting date: September 15, 2009 Owner Applicant Estate of R Furlong, Claire Lewis Buckthorn Group 1747 Porters Point Road c/o John and Kathy O'Brien Colchester, 05446 839 Oak Hill Road Williston, VT 05495 Contact Property Information Patrick O' Brien Tax Parcel 0800-01404 8151 Rte 116 SEQ Zoning District- Neighborhood Residential Hinesburq, VT 05461 7.0 acres Location Ma CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seg The Buckthorn Group, hereinafter referred to as the applicant, is seeking preliminary and final plat plan approval to subdivide a 6.93 acre parcel developed with an single-family dwelling into nine (9) lots ranging from 0.39 acres to 1.96 acres, 1404 Hinesburg Road. The applications were reviewed by the Development Review Board at a public hearing on August 18, 2009 (minutes enclosed). The Board appeared to be generally in favor of the project but continued the application so that the applicant could continue to work with staff on items such as stormwater modeling and the future look and function of the road. The project was again reviewed on September 1, 2009 (minutes will potentially be available), and continued so that the applicant and staff could address language with respect to the future construction (bonding and timing) of the potential connector road to the north. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on July 13, 2009 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements SEQ-NR Zoning District Requirement/Limitation Proposed Min. Lot Size 12,000 SF >0.39 acres 4 Max. Density 1.2 units/acre base density= 8 units 9 units ♦ Max. Building Coverage 15% <15% ♦ Max. Total Coverage 30% <30% ♦ Min. Front Setback 20 ft. >20 ft. ♦ Min. Side Setback 10 ft. >10 ft. �* Min. Rear Setback 30 ft. >30 ft. zoning compliance ♦ No buildings are proposed at this time; therefore this criterion will be enforced by the administrative officer at such a time as the applicant proposes buildings for the lots. The applicant has stated that they will be within the allowable dimensions. 46 At 1.2 units per acre, the 6.93 acres would allow up to 8 units. Therefore, the applicant will need to utilize one transferred development right. This would be well below the allowable 4 dwelling units per acre. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations (SBLDR) subdivisions shall comply with the following standards and conditions: CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seq The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The standards for this criterion are found below in a review of the regulations of the Southeast Quadrant. 1. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. Southeast Quadrant District This proposed subdivision is located in the southeast quadrant district. Therefore it is subject to the provisions of Section 9 of the SBLDR. 9.06 Dimensional and Design Requirements Applicable to All Sub -Districts The following standards shall apply to development and improvements within the entire Southeast Quadrant Zoning District. A. Height. (1) The maximum height of any occupied structure in the SEQ-NRP, SEQ-NRT, or SEQ- NR sub -district shall not exceed forty-five feet (45'); the waiver provisions of Section 3.07(E) shall not apply to occupied structures in these sub -districts. (2) The maximum height of any occupied structure in the SEQ-VR or SEQ-VC sub- district shall not exceed fifty feet (50'); the waiver provisions of Section 3.07(E) shall not apply to occupied structures in these sub -districts. The applicant has stated that the height of the single family residences would not exceed 45 feet. This criterion will be enforced when the applicant applies for zoning permits for units on the individual lots. B. Open Space and Resource Protection. (1) Open space areas on the site shall be located in such a way as to maximize opportunities for creating usable, contiguous open spaces between adjoining parcels The applicant is proposing eight lots which are similar in size, ranging from .39 to .62 acres. One lot, which will house the existing single family home, is proposed to be 1.96 acres. The units are dispersed throughout the seven acres fairly uniformly. While most of the lot will remain un- improved, there is no designated open space or usable open spaces between parcels. The Board previously discussed this issue and determined it was not appropriate to enforce this criterion for a project proposed at this mid -sized scale. The applicant is proposing a 40 foot non -developable area (no swing sets, swimming pools, etc) which will be located along the northern and southern boundaries of the existing lot (the rear yards CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seg of the newly proposed units). These restrictions have been included on the plan for easier enforcement by the City. (2) Building lots, streets and other structures shall be located in a manner consistent with the Regulating Plan for the applicable subdistrict allowing carefully planned development at the average densities provided in this bylaw. 9.07 Regulating Plans A. Description and Regulatory Effect. The regulatory text of this Article is supplemented with illustrations, officially known as the Regulating Plan, illustrating the dimensional and design concepts. The Regulating Plan contains basic land planning and neighborhood design criteria that are intended to fester attractive and walkable neighborhood development patterns. Design criteria and guidelines set forth below are intended to address basic neighborhood design relationships related to scale, connectivity, and overall orientation that promote pedestrian friendly development as follows in Section 9.07(C). The Regulating Plan is an illustrative guide; it does not have the same force of regulation as does the text in this bylaw. However, the Development Review Board will refer to both the Regulating Plan and the text of this section in its project reviews B. General Provisions (1) The Regulating Plan shall apply to new development within the SEQNRT, SEQ-NR, SEQ- VR and SEQ-VC sub -districts. (2) All residential lots created on or after the effective date of this bylaw in any SEQ sub -district shall conform to a standard minimum lot width to depth ratio of one to two (1:2), with ratios of 1:2.5 to 1:5 recommended. The applicant is proposing a lot width to depth ratio of only 1: 1.5. This does not meet the guidelines. Staff strongly suggested that the applicant reduce the width of the lots to reach at least the minimum 1:2 ratio. Doing so may be especially beneficial as a means to create a reserved open space lot, or reserved space for access easements to abutting properties. The applicant is seeking a waiver of this requirement. The Board has discussed this and appeared to be in favor of this waiver. As previously stated, staff does not support this waiver. If the Board is to grant the waiver, they should address their reasoning for doing so in a positive motion. Waivers are permissible under PUD standards, but with the clear stipulation that doing so is to "encourage innovation in design and layout, efficient use of land...." Again, staff does not find that granting this waiver furthers the goal of the City nor results in innovation of design, layout, and most particularly not efficient use of land. 2. The Board shall provide an affirmative motion as to the reason for a waiver of the required lot length to width ratio. C. Street, Block and Lot Patterns (1) Overall Criteria: Development criteria within the Street, Block and Lot Pattern section are intended to provide pedestrian -scaled development patterns and an interconnected system of streets that allow direct and efficient walking and bicycling trips, and decrease circuitous vehicular trips. (2) Street Design: The intention of street design criteria is to provide a system of attractive, pedestrian -oriented streets that encourage slower speeds, maximize connections between and within neighborhoods, and contribute to neighborhood livability. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seq (3) Building Design: The intention of the building design guidelines is to ensure that new housing and commercial development reinforce a pedestrian -friendly environment, while allowing creativity in design. The subject lot presents a difficult canvas for adherence to these criteria. The 6.93 acres, limited to less than 10 lots to avoid the Act 250 requirements, does not easily lend to interconnected streets or a circuitous road. Pedestrian scale is somewhat achieved given the size of the neighborhood. A sidewalk is provided on south side of the street but ends at the start of the cul- de-sac. (3) A plan for the proposed open spaces and/or natural areas and their ongoing management shall be established by the applicant. Again, at this time, no open spaces or natural areas exist. No common land is proposed. As such, there is no corresponding plan. (4) Sufficient grading and erosion controls shall be employed during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the Development Review Board may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The applicant has submitted a sufficient grading and erosion control plan. 3. Sufficient grading and erosion controls shall be employed during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. (5) Sufficient suitable landscaping and fencing shall be provided to protect wetland, stream, or primary or natural community areas and buffers in a manner that is aesthetically compatible with the surrounding landscape. Chain link fencing other than for agricultural purposes shall be prohibited within PUDs; the use of split rail or other fencing made of natural materials is encouraged. The applicant has submitted a wetlands delineation of the site. There appears to be a small wetland in the southeast corner of the site. This wetland and its buffer shall remain undisturbed. The plans have been revised to include a note which states that there shall be no disturbance of the wetland buffer. This includes no mowing and no use of pesticides. Brush -hogging shall be permissible no more than 3 times per year. 3. The wetland and wetland buffer shall remain undisturbed. There shall be no mowing in the wetland or wetland buffer. There shall be no use of pesticides in the wetland or wetland buffer. Brush -hogging may be permitted but no more than 3 times per year. C. Agriculture. The conservation of existing agricultural production values is encouraged through development planning that supports agricultural uses (including but not limited to development plans that create contiguous areas of agricultural use), provides buffer CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drMsuMbuckthornprelim final seg areas between existing agricultural operations and new development, roads, and infrastructure, or creates new opportunities for agricultural use (on any soil group) such as but not limited to community -supported agriculture. Provisions that enhance overall neighborhood and natural resource values rather than preservation of specific soil types are strongly encouraged. This criterion is not applicable to this application D. Public Services and Facilities. In the absence of a specific finding by the Development Review Board that an alternative location and/or provision is approved for a specific development, the location of buildings, lots, streets and utilities shall conform with the location of planned public facilities as depicted on the Official Map, including but not limited to recreation paths, streets, park land, schools, and sewer and water facilities. (1) Sufficient water supply and wastewater disposal capacity shall be available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. The subject lot is not currently on public water or sewer. The applicant is proposing to connect to both public water and sewer. The plans have been reviewed by the South Burlington Water Department who has provided comments in a letter dated July 15, 2009 (attached). The SBWD has stated that the water line shall be continued to the northern property line within the proposed right of way for a future street connection to the property to the north. 4. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated July 15, 2009. Where so stated, the plans shall be revised. (2) Recreation paths, storm water facilities, sidewalks, landscaping, utility lines, and lighting shall be designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. There are two easements which exist that connect the site to the property to the north for sewer and drainage. The applicant has proposed two alternative extensions of the street to the property to the north. The Director of Public Works has stated that he does not approve of a design which would leave the cul-de-sac in place should the road be extended. The Board discussed this at the meeting and was generally in favor of the design which leaves the cul-de- sac in the middle of the extended road. Legal language referring to the final design, cost, bonding, and timing will hopefully be available by the time of the hearing. (3) Recreation paths, utilities, sidewalks, and lighting shall be designed in a manner that is consistent with City utility plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. The applicant is not proposing any recreation paths, but is proposing a sidewalk at this time. The plans also show a recreation path along Hinesburg Road 20 feet in width. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seq (4) The plan shall be reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for evaluation including, but not limited to, minimum distance between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. The City of South Burlington Fire Department has reviewed the plans and provided comments in a letter dated August 5, 2009 (attached). He has specified than an additional hydrant should be added and the plans reflect this requirement. 5. The applicant shall adhere to the comments of the South Burlington Fire Chief per the memo dated August 5, 2009. E. Circulation. The project shall incorporate access, circulation and traffic management strategies sufficient to prevent unsafe conditions on of adjacent roads and sufficient to create connectivity for pedestrians, bicycles, vehicles, school transportation, and emergency service vehicles between neighborhoods. In making this finding the Development Review Board may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Staff finds the circulation on the site to be safe. See additional comments on this matter below. (1) Roads shall be designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. Please see further comments on this matter below in this report. (2) Roads shall be designed in a manner that is consistent with City roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. The City Engineer has reviewed the plans and provided comments in a memo dated August 7, 2009 (attached). The applicant shall adhere to these comments. 6. The applicant shall adhere to the comments of the South Burlington City Engineer; the plans shall be revised accordingly. (3) The provisions of Section 15.12(D)(4) related to connections between adjacent streets and neighborhoods shall apply. This criterion is not applicable to this project. 9.09 SEQ-NR Sub -District, Specific Standards The SEQ-NR sub -district has additional dimensional and design requirements, as enumerated in this Section. A. Street, Block and Lot Pattern CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seq (1) Development blocks. Development block lengths should range between 300 and 500 linear feet. If longer block lengths are unavoidable blocks 500 feet or longer must include mid -block public sidewalk or recreation path connections. This criterion is not easily applicable to this application. The development as planned is too small to warrant neighborhood blocks. (2) Interconnection of Streets. Average spacing between intersections shall be 300 to 500 feet. Dead end streets (e.g. culs de sac) are discouraged. Dead end streets may not exceed 200 feet in length. Street stubs are required at the end of dead end streets to allow for future street connections and/or bicycle and pedestrian connections to open space and future housing on adjoining parcels per section 15.12(D)(4). The applicant is proposing a cul-de-sac to dead end a street of more than 500 feet. This appears to be in direct conflict with this criterion, which states that dead end streets may not exceed 200 feet in length. The Board previously discussed this and appeared to be supportive of this cul-de-sac, exceeding the 200 foot limit. This necessitates a waiver of this standard as it is not the customary requirement. (3) Street Connection to Adjoining Parcels. Street stubs are required to be built to the property line and connected to adjacent parcels per section 15.12(D)(4) of these Regulations. Posting signs with a notice of intent to construct future streets is strongly encouraged. There is the potential for this lot to connect with the property to the north. The property to the north is currently developed with a single family home. However, it is of a similar size and could support anywhere from 1 to potentially 15 or more additional units. That property also has an ideal curb -cut directly across from the existing roadway of Butler Drive. As the potential for connection is possible, potentially even imminent, it is imperative that access to this property is properly planned for so that shared access could be made possible. Staff does not recommend planning the southeast quadrant into multiple, unconnected cul-de-sacs. The Board has consistently required that such roads, with strong potential to connect to adjacent properties, be constructed to the property line and paid for by the applicant. The Board discussed this at the previous meeting and seemed to favor imposing a five year period within which the applicant would pay 50% of the cost of construction of the roadway connection. The Board asked the applicant to work with staff and respective attorneys to determine suitable language to this effect. The applicant proposed language to the staff this week; the language was passed to the city attorney who has not yet finalized a review. It is unclear if this will be available by the time of the hearing. This must be resolved prior to issuance of a decision on these applications. 7. The applicant shall bond for the future road connection for a period of time determined by the Development Review Board. (4) Lots shall maintain a minimum lot width to depth ratio of 1:2, with a ratio of 1:2.5 to 1:5 recommended. As already stated, the proposed project depicts a width to depth ratio of approximately 1:1.5. The applicant is proposing a lot width to depth ratio of only 1: 1.5. This does not meet the guidelines. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sublbuckthornprelim final seq B. Street, Sidewalk & Parking Standards (1) Street dimensions and cross sections. Neighborhood streets (collector and local) in the VR sub -district are intended to be low -speed streets for local use that discourage through movement and are safe for pedestrians and bicyclists. Dimensions for public collector and local streets shall be as set forth in Tables 9-3 and 9-4, and Figures 9-8 and 9-9 below. (2) Sidewalks. Sidewalks must be a minimum of five feet (5') in width with an additional minimum five-foot planting strip (greenspace) separating the sidewalk from the street. Sidewalks are required on one side of the street, and must be connected in a pattern that promotes walkability throughout the development. The DRB may in its discretion require supplemental sidewalk segments to achieve this purpose. (3) Street Trees; see Section 9.08(B)(3) Street trees are required along all streets in a planting strip a minimum of five feet wide. Street tress shall be large, deciduous shade trees with species satisfactory to the City Arborist. Street trees to be planted must have a minimum caliper size of 2.5 to 3 inches DBH, and shall be planted no greater than thirty feet (30') on center. The plan shows street trees on the site. The City Arborist has reviewed the plans and provided comments in a memo dated July 20, 2009 (attached). The applicant shall adhere to the comments of the City Arborist. The plans have been revised accordingly. (4) On -street parking; see Section 9.08(B)(4). There is no on -street parking proposed. No on -street parking should be allowed unless the roadway is revised to reflect the minimum pavement width for parking on one side of 26'. The roadway as proposed is 24'. (5) Intersection design. Intersections shall be designed to reduce pedestrian crossing distances and to slow traffic; see Figure 9-6 and Section 9.08(B)(5). There are no street intersections as part of this proposal and so this criterion is not applicable. (6) Street and sidewalk lighting. Pedestrian -scaled light fixtures (e.g., 12' to 14') shall be provided sufficient to ensure pedestrian safety traveling to and from public spaces. Overall illumination levels should be consistent with the lower -intensity development patterns and character of the SEQ, with lower, smoother levels of illumination (rather than hot -spots) and trespass minimized to the lowest level consistent with public safety. The proposed lighting is in compliance with the SBLDR C. Residential Design (1) Building Orientation. Residential buildings must be oriented to the street. Primary entries for single family and multi -family buildings must face the street. Secondary building entries may open onto garages and/or parking areas. (Special design guidelines apply to arterial streets). A minimum of thirty five percent (35%) of translucent widows and surfaces should be oriented to the south. CITY OF SOUTH BURLINGTON 10 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seq The applicant has submitted building elevations which appear to meet these criteria. (2) Building Facades. Building facades are encouraged to employ a theme and variation approach. Buildings should include common elements to appear unified, but fagades should be varied from one building to the next to avoid monotony. Front porches, stoops, and balconies that create semi -private space and are oriented to the street are encouraged. The applicant has submitted building elevations which appear to meet these criteria. (3) Front Building Setbacks. In pedestrian districts, a close relationship between the building and the street is critical to the ambiance of the street environment. Buildings should be set back twenty-five feet (25') from the back of sidewalk. Porches, stoops, and balconies may project up to eight feet (8') into the front setbacks. The applicant is requesting a waiver of this provision to provide for a small range of front yard setbacks, noting that the proposed houses would "meet the spirit of this provision by being close to the road; however we would like a small range of setbacks, instead of all the houses having a uniform 25 foot set back. We request a range of 25-40 feet for the front setbacks." Staff supports this waiver as the general intent of the guidelines will be met. 8. The buildings shall be located between 25 and 40 feet from the road right-of-way. (4) Placement of Garages and Parking. See Section 9.08(C)(4) and Figure 9-7. The front building line of the garage must be set behind the front building line of the house by a minimum of eight feet. Rear Alleys are encouraged for small lot single-family houses, duplexes, and townhouses. The applicant has submitted building elevations which appear to meet these criteria. (5) Mix of Housing Types. A mix of housing types is encouraged within neighborhoods and developments. Housing types should be mixed within blocks, along the street and within neighborhoods rather than compartmentalized into sections of identical housing types. This subdivision is currently too small for this criterion to be applicable. OTHER The Director of Public Works and the Superintendent of the Stormwater Department have reviewed the plans and provided comments in a memo dated August 6, 2009 (attached). The applicant shall address the questions and comments raised by these two departments. Where indicated, the plans shall be revised. 9. The applicant shall address the comments and questions raised by the Director of Public Works and the Superintendent of the Stormwater Department. Where indicated, the plans shall be revised. The street name originally proposed by the applicant is extremely similar to a street name CITY OF SOUTH BURLINGTON 11 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seq already approved for use in the City. The applicant should propose another street name. 10. The applicant shall have approved by the Planning Commission an appropriate street name prior to recording the mylar. 3ctfully submitted,/ /�/ IA- V .I-' /.- nn/kaRose, Associatb Planner Copy to: Buckthorn Group, applicant CITY OF SOUTH BURLI NGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: _ Sze r, P9 N1AME C C I MAILIN9 ADDR�SS PROJECT OF INTEREST r+� G , � �� I �,,r-V' s-. (e,)e-SCo $�•. Spa" 1 s', Via,✓(.�.� �. � � �'�ra 3 ?- Q � v all r�d t )a>y-0dzUA-0 n 0-'i -b"e--, CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 244 V.S.A. § 4471(c). HE G /q NA llOrDATE: C-�a�r,C� i. ._.____ -1VVV 16, P�Ntk- - ) r-Miur-L, 1 Vt- IN I EREST , by5e, S' S a e 13"o totr, ,%ir ��Qv3 l% d'L� p15�1�nf15 Cu1� 1fl �nvL� Gcrcu �IGt��,►� C ( �^ 19i7 T0fZ t7z-S ?0/,J cl Uc�Hc��2 co, W 0 co ShONPi Dabek POD ° d;rPA r-J— �00 `7�pp0 SC+Uil! 6U>,U00s%l AveJ 001%l&ye C al)701, /1.S r* Interested Persons Record and Service List southhurlington Yf Fi M 0 NT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). H-EARING DATE: PLEASE PRINT CLEARLY! NAME , MAILING ADDRESS PRn.IFrT nF 1niT1=Q9=c-r Aa A(-facl�,-L 7 f s�. �-� �r LL t— rye-4c ] P. d. G--k- b YA y y ARA ----- i DEVELOPMENT REVIEW BOARD 18 AUGUST 2009 The South Burlington Development Review Board held a regular meeting on Tuesday, 18 August 2009, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; G. Quimby, M. Birmingham, B. Stuono Also Present: R. Belair, Administrative Officer; C. LaRose, Associate Planner; P. O'Brien, M. Carter, R. Robinson, M. Hall, B. McDonald, S. Homsted, M. Schwartz, J. Shepard; S. Datillio, S. Troyan, C. Snyder, S. McClellan, S. Berkett, B. Worthen, R. McEwing, D. DeBaie, M. Lawrence, J. Leinwohl, B. Romanoff, C. O'Brien, S. A. Kristianson, C. Lewis, M. St. Germain, C. Swanson, K. Pacek, K. Waters, A. & P. Joppe- Mercure, K. Dattilio, J. Beck, S. Deacon, C. Yandow 1. Other Business & Announcements: Mr. Dinklage welcomed new Board member Bill Stuono. 2. Minutes of 7 and 21 July 2009: In the Minutes of 7 July, a date was changed to reflect 2009 instead of 2008. Ms. Quimby moved to approve the Minutes of 7 and 21 July 2009 as written and amended. Mr. Birmingham seconded. Motion passed unanimously. 3. Preliminary Plat Application #SD-09-31 and Final Plat Application #SD- 09-32 of Buckthorn Group for a planned unit development to subdivide a 6.93 acre parcel developed with a single family dwelling into nine lots ranging in size from 0.39 acres to 1.96 acres, 1404 Hinesburg Road (Furlong Property): Mr. O'Brien located the property just north of the Dubois development, west of Knoll Circle. He said the development will be all single-family homes. They have purchased a TDR unit as they were shy by one unit. The legal work for this is being done. The 8 new single family lots will be on either side of the road with unit #9 at the end of the road. Mr. Belair reminded the applicant that they will need a survey of the "sending" lot. Mr. O'Brien said the City Attorney already has this. A city street is planned, 26 feet wide. Mr. O'Brien indicated that they had discussed open space with staff. They feel this is not the right space for a "tot lot" or a park lot. Mr. Dinklage noted there was an easement for a recreation path along Hinesburg Road and also a sewer easement. He suggested the possibility of using the area above the sewer easement for a recreation path. Ms. LaRose reminded the Board that they cannot force development off the site. l DEVELOPMENT REVIEW BOARD 18 AUGUST 2009 PAGE 2 Mr. O'Brien said they will make the rear yard setback 40 feet instead of 30 feet. Deeds will prohibit buildings (e.g. sheds) in that setback. The setback can only be mowed or treed. Mr. Stuono said he felt the building envelope shouldn't be up to the 40-foot line. Mr. O'Brien said he was OK with moving the building envelope forward. Mr. O'Brien explained that they are planning only 9 units in order to avoid the Act 250 process. Mr. Dinklage noted that this means that what the city wants to see happen in the Southeast Quadrant won't be able to happen. He noted that approving this plan is in conflict with the city's regulations. Mr. Belair explained how the project could comply -more with the regulations. Ms. LaRose added that, in time, the Act 250 regulations may change and more could be done with the large lot. Mr. O'Brien showed what that concept might look like. He said their preference is for a traditional neighborhood that matches what is there now. Mr. Stuono expressed concern with creating a cul de sac exiting onto Rt. 116. He said traffic on Rt. 116 is already substantial. He liked the current proposal because it does not put that traffic onto Rt. 116. He felt that if this were a larger parcel, there would be more of a community to create. Ms. LaRose stressed that this is not what the City Council wanted to see in the regulations. Mr. Belair added that would mean those regulations would never be complied with and we would just continue repeating the past. Mr. Dinklage felt that perhaps in some smaller areas this would be OK. He felt the only benefit to forcing the regulations would be the potential for more development in the future. Mr. Birmingham said he liked the design but recognized it did not comply with what the city had in mind. He said that was not easy to deal with. Mr. O'Brien said there will be additional language to protect some wetlands. He showed the location of water and sewer lines. They will provide a sewer easement to the potential neighbor. There will also be an additional hydrant at the entrance to the development. They will need a waiver for the cul de sac and the road length. They propose a 26 foot wide road with gravel shoulder. The question of street trees was raised. Ms. LaRose said they can't be in the right-of- way. There should also be room for the city to trim them if necessary. Mr. O'Brien said they have requested that houses vary from 25' to 40' from the sidewalk. Staff was OK with that. Mr. Dinklage asked that the sidewalk be extended around the cul de sac to lot #9. Mr. Belair said he would like a plan showing that the cul de sac will be removed in the future. Members were OK with the waiver for the cul de sac and road length. Mr. McDonald asked about storm water. Mr. Homsted showed the location of the stormwater pond. He also showed a ditch that water will follow to Meadowlands Park. Mr. Dinklage reminded the applicant that they will have to be sure overflow won't go onto adjacent properties. Mr. Homsted said the pond is designed for a 50-year storm. DEVELOPMENT REVIEW BOARD 18 AUGUST 2009 PAGE 3 Ms. Carter expressed concern with the ditch. She said it was dug in desperation and is not an official drainage system. She said there has been water in it most of the summer. Ms. LaRose noted that the Storm Water Superintendent has been looking at this (he is currently on vacation). Ms. Carter also asked about the possibility of a fence around the pond. Mr. Dinklage said this is not normally required if the pond is dry most of the time. Mr. Dinklage said the Board will have to decide whether or not to follow the rules regarding the aspect ratio of the design. He said he liked the proposal but was uncomfortable going against the regulations. Other members agreed but felt they could support the proposal. Ms. Quimby then moved to continue the applications until 1 September 2009. Mr. Birmingham seconded. Motion passed unanimously. 4. Site Plan Application #SP-09-61 of Lund Family Center, Inc., to amend a previously approved day care facility for a maximum of 28 children. The amendment consists of increasing the number of children to 33, 7 Fayette Road (Zen Garden Building): Mr. Robinson said they have shown that the parking supports the increase. Mr. Dinklage reminded the applicant that the requirement is that there be truly shared parking in the PUD. He asked if there have been any parking problems. Mr. Belair said there have been no problems lately. Ms. Quimby moved to approve Site Plan Application #SP-09-61 of Lund Family Center, Inc., subject to the stipulations in the draft motion. Mr. Stuono seconded. Motion passed unanimously. 5. Continued Conditional Use Application #CU-09-05 of T-Mobile Northeast, LLC, to amend a previously approved plan for a 76,630 sq. ft. shopping center. The amendment consists of installing 9 panel antennas not to exceed 43 feet in height, 1285 Williston Road (La Quinta): Mr. Hall said they are planning 6 panel antennas in 3 sets of 2. They would be 46 feet high. Mr. Dinklage noted this is 10 feet above the roof line. He asked why they can't all be put on one stand away from Williston Rd. Mr. Hall said they would have to go much higher because of the nature of the equipment. He showed an area to be served by the equipment. Mr. Dinklage asked why they can't piggyback on one end of town. Mr. Hall said they are covering major metropolitan areas in Vermont, and they have to locate very close together because of density. This is higher frequency transmission. Mr. Hall then showed photo simulations of what the installations will look like. Mr. Stuono said the picture seemed to suggest that the antennas are as high as the vertical height of the eave. He questioned the appropriateness of putting this on one of the most attractive buildings in the area. Mr. Dinklage noted there is already a great amount of KREBS & LANSING Consulting Engineers, Inc. August 27, 2009 Ray Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Summerfield — #SD-09-23 1404 Hinesburg Road Dear Ray, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 Please find attached plans for the proposed Summerfield development that have been revised in accordance with comments from the City of South Burlington planning staff, Development Review Board, and various department heads. The following is a summary of the changes made since our initial submittal along with a line item response to received comments: General Revisions: • The paved road width has been reduced to 24 feet. Because the road is not curbed and has 2 foot gravel shoulders on each side, this still provides adequate space for on street parking. • The houses and driveways have been removed from the plan to ensure flexibility during construction on the lots. • We have included two plan sheets showing possible future road and sidewalk extensions to the northerly boundary line. Alternate 1 shows a through street with the proposed cul- de-sac removed at the time of future extension; Alternate 2 shows a connection from the end of the cul-de-sac. • We have added notes regarding restrictions of the portion of Lot 8 which includes the wetland and associated buffer. • We are showing the recreation path easement along Hinesburg Road as 20 feet wide. • We have reduced the front yard setback along the new street from 30 feet to 25 feet. Buildings will be located between 25 and 40 feet from the road right of way. Public Works Comments: • The cul-de-sac island is shown as curbed. • We are showing the gas line on the opposite side of the street as the water main in both the plan view and our typical section. • We have added notes to emphasize that there must be 5 feet of separation between trees and all water and sanitary sewer lines. • The 2 foot grassed shoulders have been changed to gravel surface. • The typical street light detail now calls for an LED lamp if available for the "Old World" style fixture. Ray Belair August 27, 2009 Page Two Stormwater Comments: • We have provided Tom Dipietro, Stonnwater Superintendent, with hydrologic modeling calculations and a copy of a letter from the State of Vermont stating an operational stormwater permit is not required. • We have widened the stormwater easement from the road cul-de-sac to the dry detention pond to 15' to ensure adequate access for maintenance. • We have modified the plan and detail for the stabilized construction entrance to show turning radii stabilized with stone. City Engineer Comments: • We have added a typical paved driveway detail showing a flair out at the intersection with the street. • The cul-de-sac island is shown as curbed. • We are showing the gas line on the opposite side of the street as the water main in both the plan view and our typical section. • We have added notes to emphasize that there must be 5 feet of separation between trees and all water and sanitary sewer lines. • The 2 foot grassed shoulders have been changed to gravel surface. • A state highway permit application has been filed for work within the Route 116 ROW. These permits are not processed until local approvals have been obtained. • We show the new concrete sidewalk tied in to the new street near the Hinesburg Road intersection. We have met with the City Engineer, who accepted this design in lieu of a direct tie in to Hinesburg Road. City Arborist Comments: • We switched to location of the Princeton Elms with that of the Autumn Blaze Maples. The maples need less spacing from the proposed sidewalk to prosper than the elms. • We have performed soil pH testing and found the soil pH to be 6.5, suitable for the proposed River Birch. • The Development Review Board was amenable to locating the street trees in a landscape easement running parallel to the proposed Right of Way. South Burlington Water Department Comments: • To meet SBWD looping requirements, we are showing the water main extended to the northern boundary within the future 50' Right of Way for possible connection at a later date with future developments. • We have added an additional hydrant near the intersection of the new road with Hinesburg Road. • We have relocated the service taps for lots 4, 5, and 9 before the fire hydrant located in the cul-de-sac. Ray Belair August 27, 2009 Page Two Please review the revised plans at your earliest convenience and contact us with any questions or comments. Best regards, y Scott Homsted, P.E. Swh CC: Bruce Hoar Cathy O'Brien Patrick O'Brien 09143\rev plat ltr to ray CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 27, 2009 drb\sub\buckthorn\1404HinesburgRd_preIim_Final.doc Plans received: July 13, 2009 BUCKTHORN GROUP— 9-LOT SUBDIVISION 1404 HINESBURG ROAD PRELIMINARY PLAT APPLICATION #SD-09-31 FINAL PLAT APPLICATION #SD-09-32 Agenda # 6 Meeting date: September 1, 2009 Owner Applicant Estate of R Furlong, Claire Lewis Buckthorn Group 1747 Porters Point Road c/o John and Kathy O'Brien Colchester, 05446 839 Oak Hill Road Williston, VT 05495 Contact Property Information Patrick O' Brien Tax Parcel 0800-01404 8151 Rte 116 SEQ Zoning District- Neighborhood Residential Hinesburg, VT 05461 7.0 acres Location Ma CITY OF SOUTH BURL/NU/ ON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seq W:Z•aL•jAF The Buckthorn Group, hereinafter referred to as the applicant, is seeking preliminary and final plat plan approval to subdivide a 6.93 acre parcel developed with an single-family dwelling into nine (9) lots ranging from 0.39 acres to 1.96 acres, 1404 Hinesburg Road. The applications were reviewed by the Development Review Board at a public hearing on August 18, 2009 (minutes enclosed). The Board appeared to be generally in favor of the project but continued the application so that the applicant could continue to work with staff on items such as stormwater modeling and the future look and function of the road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on July 13, 2009 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements SEQ-NR Zoning District Requirement/Limitation I 1� Proposed Min. Lot Size 12,000 SF >0.39 acres + Max. Density 1.2 units/acre base density= 8 units_ 9 units ♦ Max. Building Coverage 15% _ <15% ♦ Max. Total Coverage 30% <30% ♦ Min. Front Setback 20 ft. >20 ft. ♦ in. Side Setback 10 ft. >10 ft. ♦Min. Rear Setback 30 ft. >30 ft. �l zoning compliance ♦ No buildings are proposed at this time-, therefore this criterion will be enforced by the administrative officer at such a time as the applicant proposes buildings for the lots. The applicant has stated that they will be within the allowable dimensions. A At 1.2 units per acre, the 6.93 acres would allow up to 8 units. Therefore, the applicant will need to utilize one transferred development right. This would be well below the allowable 4 dwelling units per acre. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations (SBLDR), subdivisions shall comply with the following standards and conditions: The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn prelim final seg The standards for this criterion are found below in a review of the regulations of the Southeast Quadrant. 1. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. Southeast Quadrant District This proposed subdivision is located in the southeast quadrant district Therefore it is subject to the provisions of Section 9 of the SBLDR 9.06 Dimensional and Design Requirements Applicable to All Sub -Districts The following standards shall apply to development and improvements within the entire Southeast Quadrant Zoning District. A. Height. (1) The maximum height of any occupied structure in the SEQ-NRP, SEQ-NRT, or SEQ- NR sub -district shall not exceed forty-five feet (45'); the waiver provisions of Section 3.07(E) shall not apply to occupied structures in these sub -districts. (2) The maximum height of any occupied structure in the SEQ-VR or SEQ-VC sub- district shall not exceed fifty feet (50'); the waiver provisions of Section 3.07(E) shall not apply to occupied structures in these sub -districts. The applicant has stated that the height of the single family residences would not exceed 45 feet. This criterion will be enforced when the applicant applies for zoning permits for units on the individual lots. B. Open Space and Resource Protection. (1) Open space areas on the site shall be located in such a way as to maximize opportunities for creating usable, contiguous open spaces between adjoining parcels The applicant is proposing eight lots which are similar in size, ranging from .39 to .62 acres. One lot, which will house the existing single family home, is proposed to be 1.96 acres. The units are dispersed throughout the seven acres fairly uniformly. While most of the lot will remain un- improved, there is no designated open space or usable open spaces between parcels. The Board should discuss this issue and determine whether or not it is appropriate to enforce this criterion for a project proposed at this mid -sized scale. The Board discussed this matter and appeared in favor of the plan as presented. The applicant is proposing a 40 foot non -developable area (no swing sets, swimming pools, etc) which will be located along the northern and southern boundaries of the existing lot (the rear yards of the newly proposed units). These restrictions have been included on the plan for easier enforcement by the City. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seq 3. The Board should discuss the layout of the lots with respect to the issue of contiguous open spaces between parcels. (2) Building lots, streets and other structures shall be located in a manner consistent with the Regulating Plan for the applicable subdistrict allowing carefully planned development at the average densities provided in this bylaw. 9.07 Regulating Plans A. Description and Regulatory Effect. The regulatory text of this Article is supplemented with illustrations, officially known as the Regulating Plan, illustrating the dimensional and design concepts. The Regulating Plan contains basic land planning and neighborhood design criteria that are intended to foster attractive and walkable neighborhood development patterns. Design criteria and guidelines set forth below are intended to address basic neighborhood design relationships related to scale, connectivity, and overall orientation that promote pedestrian friendly development as follows in Section 9.07(C). The Regulating Plan is an illustrative guide; it does not have the same force of regulation as does the text in this bylaw. However, the Development Review Board will refer to both the Regulating Plan and the text of this section in its project reviews B. General Provisions (1) The Regulating Plan shall apply to new development within the SEQNRT, SEQ-NR, SEQ- VR and SEQ-VC sub -districts. (2) All residential lots created on or after the effective date of this bylaw in any SEQ sub -district shall conform to a standard minimum lot width to depth ratio of one to two (1:2), with ratios of 1:2.5 to 1:5 recommended. The applicant is proposing a lot width to depth ratio of only 1: 1.5. This does not meet the guidelines. Staff strongly suggests that the applicant reduce the width of the lots to reach at least the minimum 1:2 ratio. Doing so may be especially beneficial as a means to create a reserved open space lot, or reserved space for access easements to abutting properties. The applicant is seeking a waiver of this requirement. The Board has discussed this and appeared to be in favor of this waiver. As previously stated, staff does not support this waiver. If the Board is to grant the waiver, they should address their reasoning for doing so in a positive motion. Waivers are permissible under PUD standards, but with the clear stipulation that doing so is to "encourage innovation in design and layout, efficient use of land...." Again, staff does not find that granting this waiver furthers the goal of the City. 4. The Board shall discuss the applicant's requested lot ratio waiver and provide an affirmative motion as to the reason for the waiver. C. Street, Block and Lot Patterns (1) Overall Criteria: Development criteria within the Street, Block and Lot Pattern section are intended to provide pedestrian -scaled development patterns and an interconnected system of streets that allow direct and efficient walking and bicycling trips, and decrease circuitous vehicular trips. (2) Street Design: The intention of street design criteria is to provide a system of attractive, pedestrian -oriented streets that encourage slower speeds, maximize connections between and within neighborhoods, and contribute to neighborhood livability. l CITY OF SOUTH BURLING TON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seg (3) Building Design: The intention of the building design guidelines is to ensure that new housing and commercial development reinforce a pedestrian -friendly environment, while allowing creativity in design. The subject lot presents a difficult canvas for adherence to these criteria. The 6.93 acres, limited to less than 10 lots to avoid the Act 250 requirements, does not easily lend to interconnected streets or a circuitous road. Pedestrian scale is somewhat achieved given the size of the neighborhood. A sidewalk is provided on south side of the street but ends at the start of the cul- de-sac. If the cul-de-sac is removed, a design has been provided which details how the sidewalk will connect to adjacent properties. (3) A plan for the proposed open spaces and/or natural areas and their ongoing management shall be established by the applicant. Again, at this time, no open spaces or natural areas exist. No common land is proposed. As such, there is no corresponding plan. (4) Sufficient grading and erosion controls shall be employed during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the Development Review Board may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The applicant has submitted a sufficient grading and erosion control plan. 5. Sufficient grading and erosion controls shall be employed during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. (5) Sufficient suitable landscaping and fencing shall be provided to protect wetland, stream, or primary or natural community areas and buffers in a manner that is aesthetically compatible with the surrounding landscape. Chain link fencing other than for agricultural purposes shall be prohibited within PUDs; the use of split rail or other fencing made of natural materials is encouraged. The applicant has submitted a wetlands delineation of the site. There appears to be a small wetland in the southeast corner of the site. This wetland and its buffer shall remain undisturbed. The plans have been revised to include a note which states that there shall be no disturbance of the wetland buffer. This includes no mowing and no use of pesticides. Brush -hogging shall be permissible no more than 3 times per year. C. Agriculture. The conservation of existing agricultural production values is encouraged through development planning that supports agricultural uses (including but not limited to development plans that create contiguous areas of agricultural use), provides buffer areas between existing agricultural operations and new development, roads, and CITY OF SOUTH BURLING TON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seq infrastructure, or creates new opportunities for agricultural use (on any soil group) such as but not limited to community -supported agriculture. Provisions that enhance overall neighborhood and natural resource values rather than preservation of specific soil types are strongly encouraged. This criterion is not applicable to this application. D. Public Services and Facilities. In the absence of a specific finding by the Development Review Board that an alternative location and/or provision is approved for a specific development, the location of buildings, lots, streets and utilities shall conform with the location of planned public facilities as depicted on the Official Map, including but not limited to recreation paths, streets, park land, schools, and sewer and water facilities. (1) Sufficient water supply and wastewater disposal capacity shall be available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. The subject lot is not currently on public water or sewer. The applicant is proposing to connect to both public water and sewer. The plans have been reviewed by the South Burlington Water Department who has provided comments in a letter dated July 15, 2009 (attached). The SBWD has stated that the water line shall be continued to the northern property line within the proposed right of way for a future street connection to the property to the north. 7. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated July 15, 2009. Where so stated, the plans shall be revised. (2) Recreation paths, storm water facilities, sidewalks, landscaping, utility lines, and lighting shall be designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. The applicant has also stated that they will be exploring the easements which exist that connect the site to the property to the north. It is unclear what the nature of these easements is and whether any would allow for pedestrian connections. The applicant has proposed two (2) Alternative extensions of the street to the property to the north. The Board should determine which alternative is preferable. (3) Recreation paths, utilities, sidewalks, and lighting shall be designed in a manner that is consistent with City utility plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. The applicant is not proposing any recreation paths, but is proposing a sidewalk at this time. The plans also show a recreation path easement along Hinesburg Road 20 feet in width. (4) The plan shall be reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for evaluation including, but not limited to, minimum distance between structures, street width, vehicular access from two CITY OF SOUTH BURLING TON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn prelim final seg directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. The City of South Burlington Fire Department has reviewed the plans and provided comments in a letter dated August 5, 2009 (attached). He has specified than an additional hydrant should be added and the plans reflect this requirement. 10. The applicant shall adhere to the comments of the South Burlington Fire Chief per the memo dated August 5, 2009. E. Circulation. The project shall incorporate access, circulation and traffic management strategies sufficient to prevent unsafe conditions on of adjacent roads and sufficient to create connectivity for pedestrians, bicycles, vehicles, school transportation, and emergency service vehicles between neighborhoods. In making this finding the Development Review Board may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Staff finds the circulation on the site to be safe. However, in accordance with the standards below, cul-de-sacs may not be permitted for certain lengths of street. See comments on this matter below. (1) Roads shall be designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. Again, the applicant shall investigate all potential connections to adjacent properties, planned and unplanned, developed and undeveloped. (2) Roads shall be designed in a manner that is consistent with City roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. The City Engineer has reviewed the plans and provided comments in a memo dated August 7, 2009 (attached). The applicant shall adhere to these comments. 11. The applicant shall adhere to the comments of the South Burlington City Engineer ; the plans shall be revised accordingly. (3) The provisions of Section 15.12(D)(4) related to connections between adjacent streets and neighborhoods shall apply. This criterion is not applicable to this project. 9.09 SEQ-NR Sub -District; Specific Standards The SEQ-NR sub -district has additional dimensional and design requirements, as enumerated in this Section. A. Street, Block and Lot Pattern CITY OF SOUTH BURLIIwTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn relim final se (1) Development blocks. Development block lengths should range between 300 and 500 linear feet. If longer block lengths are unavoidable blocks 500 feet or longer must include mid -block public sidewalk or recreation path connections. This criterion is not easily applicable to this application. The development as planned is too small to warrant neighborhood blocks. However, as previously noted, the applicant and the board should discuss the general layout of the site. (2) Interconnection of Streets. Average spacing between intersections shall be 300 to 500 feet. Dead end streets (e.g. culs de sac) are discouraged. Dead end streets may not exceed 200 feet in length. Street stubs are required at the end of dead end streets to allow for future street connections and/or bicycle and pedestrian connections to open space and future housing on adjoining parcels per section 15.12(D)(4). The applicant is proposing a cul-de-sac to dead end a street of more than 500 feet. This appears to be in direct conflict with this criterion, which states that dead end streets may not exceed 200 feet in length. The Board previously discussed this and appeared to be supportive of this cul-de-sac, exceeding the 200 foot limit. (3) Street Connection to Adjoining Parcels. Street stubs are required to be built to the property line and connected to adjacent parcels per section 15.12(D)(4) of these Regulations. Posting signs with a notice of intent to construct future streets is strongly encouraged. There is the potential for this lot to connect with the property to the north. The property to the north is currently developed with a single family home. However, it is of a similar size and could support anywhere from 1 to potentially 15 or more additional units. That property also has an ideal curb -cut directly across from the existing roadway of Butler Drive. As the potential for connection is possible, potentially even imminent, it is imperative to at least require an access easement to this property so that shared access could be made possible. Staff does not recommend planning the southeast quadrant into multiple, unconnected cul-de-sacs. The Board has consistently required that such roads, with strong potential to connect to adjacent properties, be constructed to the property line by the applicant. This cost should not fall to the burden of the taxpayers or to the adjacent property. Staff recommends that if the applicant does not construct the road at this time that they at least bond for the cost of the road for a period of years. Staff recommends a period of 5 or 10 years. This money will be used should the road connection be necessary. The unresolved issue is what to do when the bond expires. The Board shall discuss this and make a decision. 12. The applicant shall bond for the future road connection for a period of time determined by the Development Review Board. (4) Lots shall maintain a minimum lot width to depth ratio of 1:2, with a ratio of 1:2.5 to 1:5 recommended. As already stated, the proposed project depicts a width to depth ratio of approximately 1:1.5. The applicant is proposing a lot width to depth ratio of only 1: 1.5. This does not meet the guidelines. B. Street, Sidewalk & Parking Standards CITY OF SOUTH BURLINuTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn Prelim final se (1) Street dimensions and cross sections. Neighborhood streets (collector and local) in the VR sub -district are intended to be low -speed streets for local use that discourage through movement and are safe for pedestrians and bicyclists. Dimensions for public collector and local streets shall be as set forth in Tables 9-3 and 9-4, and Figures 9-8 and 9-9 below. (2) Sidewalks. Sidewalks must be a minimum of five feet (5') in width with an additional minimum five-foot planting strip (greenspace) separating the sidewalk from the street. Sidewalks are required on one side of the street, and must be connected in a pattern that promotes walkability throughout the development. The DRB may in its discretion require supplemental sidewalk segments to achieve this purpose. (3) Street Trees; see Section 9.08(B)(3) Street trees are required along all streets in a planting strip a minimum of five feet wide. Street tress shall be large, deciduous shade trees with species satisfactory to the City Arborist. Street trees to be planted must have a minimum caliper size of 2.5 to 3 inches DBH, and shall be planted no greater than thirty feet (30') on center. The plan shows street trees on the site. The City Arborist has reviewed the plans and provided comments in a memo dated July 20, 2009 (attached). The applicant shall adhere to the comments of the City Arborist. The plans have been revised accordingly. (4) On -street parking; see Section 9.08(B)(4). There is no on -street parking proposed. No on -street parking should be allowed unless the roadway is revised to reflect the minimum pavement width for parking on one side of 26'. The roadway as proposed is 24'. (5) Intersection design. Intersections shall be designed to reduce pedestrian crossing distances and to slow traffic; see Figure 9-6 and Section 9.08(B)(5). There are no street intersections as part of this proposal and so this criterion is not applicable. (6) Street and sidewalk lighting. Pedestrian -scaled light fixtures (e.g., 12' to 14') shall be provided sufficient to ensure pedestrian safety traveling to and from public spaces. Overall illumination levels should be consistent with the lower -intensity development patterns and character of the SEQ, with lower, smoother levels of illumination (rather than hot -spots) and trespass minimized to the lowest level consistent with public safety. The proposed lighting is in compliance with the SBLDR C. Residential Design (1) Building Orientation. Residential buildings must be oriented to the street. Primary entries for single family and multi -family buildings must face the street. Secondary building entries may open onto garages and/or parking areas. (Special design guidelines apply to arterial streets). A minimum of thirty five percent (35%) of translucent widows and surfaces should be oriented to the south. CITY OF SOUTH BURLIIv )TON 10 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn prelim final se The applicant has submitted building elevations which appear to meet these criteria. (2) Building Fagades. Building facades are encouraged to employ a theme and variation approach. Buildings should include common elements to appear unified, but facades should be varied from one building to the next to avoid monotony. Front porches, stoops, and balconies that create semi -private space and are oriented to the street are encouraged. The applicant has submitted building elevations which appear to meet these criteria (3) Front Building Setbacks. In pedestrian districts, a close relationship between the building and the street is critical to the ambiance of the street environment. Buildings should be set back twenty-five feet (25') from the back of sidewalk. Porches, stoops, and balconies may project up to eight feet (8') into the front setbacks. The applicant is requesting a waiver of this provision to provide for a small range of front yard setbacks, noting that the proposed houses would "meet the spirit of this provision by being close to the road; however we would like a small range of setbacks, instead of all the houses having a uniform 25 foot set back. We request a range of 25-40 feet for the front setbacks." Staff supports this waiver. 14. The buildings shall be located between 25 and 40 feet from the road right-of-way. (4) Placement of Garages and Parking. See Section 9.08(C)(4) and Figure 9-7. The front building line of the garage must be set behind the front building line of the house by a minimum of eight feet. Rear Alleys are encouraged for small lot single-family houses, duplexes, and townhouses. The applicant has submitted building elevations which appear to meet these criteria. (5) Mix of Housing Types. A mix of housing types is encouraged within neighborhoods and developments. Housing types should be mixed within blocks, along the street and within neighborhoods rather than compartmentalized into sections of identical housing types. This subdivision is currently too small for this criterion to be applicable. OTHER The Director of Public Works and the Superintendent of the Stormwater Department have reviewed the plans and provided comments in a memo dated August 6, 2009 (attached). The applicant shall address the questions and comments raised by these two departments. Where indicated, the plans shall be revised. 15. The applicant shall address the comments and questions raised by the Director of Public Works and the Superintendent of the Stormwater Department. Where indicated, the plans shall be revised. The street name originally proposed by the applicant is extremely similar to a street name already approved for use in the City. The applicant should propose another street name. I CITY OF SOUTH BURLINjTON 11 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn relim final se 16. The applicant shall have approved by the Planning Commission an appropriate street name prior to recording the mylar. Staff recommends that the Board address the major issues raised herein and determine whether or not the applicant has satisfactorily met them. If they find so, the Board should approve the application. Respectfully submitted, ACath'yn LaRose, A sociate Planner Copy to: Buckthorn Group, applicant a- CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, .there must be an opportunity for each person wishing to achieve interested person status to d e monstrate -compl !an ce,t with the -applicable criteria. 24-V.S:A. § 4461(b). The DRB must keep a -written record;of the -name, -address -and- participation of each person who has sought_interested_person status.- 24, V.S.A. § 4461(b). A -copy of any decision - rendered by the DRB must- be.m-ailed to every person or body appearing and having been heard. by the DRB. 24 V.S.A. §.4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the - appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: AY4146T A NAD�'cc�tv 1601 Men IAIr nnnon7oc- ------.. ....�.,., rrwvGt,I Vr' INItKt5I l�- 1 1�D t tG iCnblI (frrcu- �15�5c �4)� t5e✓z�1-�� i-41izy-r �C- W Cat,C t' J-t CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a writ#en record of:the name, address -and participation -of each person who has sought -interested person -status 24 V:S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to 'eve ry -person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEA G DATE: A � ! 0e 1�lJT CC L NA E y MAILING ADDRESS p AA I a I - ROJECT OF mrr "k '�1IZ:7 yr 65_ 66Y 1511 1 zu e A ► rtc/v� v� o"5�ia`3 !J W�✓ i airYe�� �rpa��' 0 1 W� ( EREST A�Yro�� 1 I �,F/a r,^; WA f c / : 'S d�ul-Set & 3z5-­D0rS,e_ - 6�. Sd CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain. administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation- of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE. I V, a -A --- �� N��IIu� ������y MAILING ADDRESS PROJECT OF IKl' PP1=CT ,t �� T, 1 �r® s-�- gua.,�, jr Le— C6-f's d��n�ocJ q63 rit Vl"w I CO IC65 r , V 1 t 3 .z 57 �7 ,54o3 V 1 I M CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING I DEVELOPMENT REVIEW BOARD Report preparation date: August 12, 2009 drb\sub\buckthorn11404HinesburgRd_pre1im_Fina1.doc Plans received: July 13, 2009 BUCKTHORN GROUP— 9-LOT SUBDIVISION 1404 HINESBURG ROAD PRELIMINARY PLAT APPLICATION #SD-09-31 FINAL PLAT APPLICATION #SD-09-32 Agenda # 3 Meeting date: August 18 2009 Owner Applicant Estate of R Furlong, Claire Lewis Buckthorn Group 1747 Porters Point Road c/o John and Kathy O'Brien Colchester, 05446 839 Oak Hill Road Williston, VT 05495 Contact Property Information Patrick O' Brien Tax Parcel 0800-01404 8151 Rte 116 SEQ Zoning District- Neighborhood Residential Hinesburg, VT 05461 7.0 acres Location Ma CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seg The Buckthorn Group, hereinafter referred to as the applicant, is seeking preliminary and final plat plan approval to subdivide a 6.93 acre parcel developed with an single-family dwelling into nine (9) lots ranging from 0.39 acres to 1.96 acres, 1404 Hinesburg Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on July 13, 2009 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements SEQ-NR E_ Zoning District Requirement/Limitation Proposed � Min. Lot Size 12,000 SF >0.39 acres a. Max. Density 1.2 units/acre base density= 8 units 9 units ♦ Max. Building Coverage 15% <15% ♦ Max. Total Coverage 30% <30% ♦ Min. Front Setback 20 ft. >20 ft. ♦ Min. Side Setback 10 ft. >10 ft. �+Min. Rear Setback 30 ft. >30 ft. zoning compliance ♦ No buildings are proposed at this time; therefore this criterion will be enforced by the administrative officer at such a time as the applicant proposes buildings for the lots. The applicant has stated that they will be within the allowable dimensions. + At 1.2 units per acre, the 6.93 acres would allow up to 8 units. Therefore, the applicant will need to utilize one transferred development right. This would be well below the allowable 4 dwelling units per acre. 1. All land development, including but not limited to expansions, sunrooms, and decks shall be limited to the building envelope shown on the plans submitted as part of this application and shall be permitted through zoning permits by the Administrative Officer. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations (SBLDR), subdivisions shall comply with the following standards and conditions: The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The standards for this criterion are found below in a review of the regulations of the Southeast Quadrant. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seg 2. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. Southeast Quadrant District This proposed subdivision is located in the southeast quadrant district. Therefore it is subject to the provisions of Section 9 of the SBLDR. 9.06 Dimensional and Design Requirements Applicable to All Sub -Districts The following standards shall apply to development and improvements within the entire Southeast Quadrant Zoning District. A. Height. (1) The maximum height of any occupied structure in the SEQ-NRP, SEQ-NRT, or SEQ- NR sub -district shall not exceed forty-five feet (45'); the waiver provisions of Section 3.07(E) shall not apply to occupied structures in these sub -districts. (2) The maximum height of any occupied structure in the SEQ-VR or SEQ-VC sub- district shall not exceed fifty feet (50'); the waiver provisions of Section 3.07(E) shall not apply to occupied structures in these sub -districts. The applicant has stated that the height of the single family residences would not exceed 45 feet. This criterion will be enforced when the applicant applies for zoning permits for units on the individual lots. B. Open Space and Resource Protection. (1) Open space areas on the site shall be located in such a way as to maximize opportunities for creating usable, contiguous open spaces between adjoining parcels The applicant is proposing eight lots which are similar in size, ranging from .39 to .62 acres. One lot, which will house the existing single family home, is proposed to be 1.96 acres. The units are dispersed throughout the seven acres fairly uniformly. While most of the lot will remain un- improved, there is no designated open space or usable open spaces between parcels. The Board should discuss this issue and determine whether or not it is appropriate to enforce this criterion for a project proposed at this mid -sized scale. The Board previously discussed this matter but it was unclear what the direction was that was to be advised. The applicant is proposing a 40 foot non -developable area (no swing sets, swimming pools, etc) which will be located along the northern and southern boundaries of the existing lot (the rear yards of the newly proposed units). See attached letter of requested waivers from the applicant. If the Board were to find this sufficient, these restrictions should be included on the plan for easier enforcement by the City. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seq 3. The Board should discuss the layout of the lots with respect to the issue of contiguous open spaces between parcels. (2) Building lots, streets and other structures shall be located in a manner consistent with the Regulating Plan for the applicable subdistrict allowing carefully planned development at the average densities provided in this bylaw. 9.07 Regulating Plans A. Description and Regulatory Effect. The regulatory text of this Article is supplemented with illustrations, officially known as the Regulating Plan, illustrating the dimensional and design concepts. The Regulating Plan contains basic land planning and neighborhood design criteria that are intended to foster attractive and walkable neighborhood development patty:, -Is. Design, criteria and guidelines set forth below are intended to address basic neighborhood design relationships related to scale, connectivity, and overall orientation that promote pedestrian friendly development as follows in Section 9.07(C). The Regulating Plan is an illustrative guide; it does not have the same force of regulation as does the text in this bylaw. However, the Development Review Board will refer to both the Regulating Plan and the text of this section in its project reviews B. General Provisions (1) The Regulating Plan shall apply to new development within the SEQNRT, SEQ-NR, SEQ- VR and SEQ-VC sub -districts. (2) All residential lots created on or after the effective date of this bylaw in any SEQ sub -district shall conform to a standard minimum lot width to depth ratio of one to two (1:2), with ratios of 1:2.5 to 1:5 recommended. The applicant is proposing a lot width to depth ratio of only 1: 1.5. This does not meet the guidelines. The applicant must reduce the width of the lots to reach at least the minimum 1:2 ratio. Doing so may be especially beneficial as a means to create a reserved open space lot, or reserved space for access easements to abutting properties. The applicant is seeking a waiver of this requirement. The Board should seriously discuss and consider this request. It was unclear from the sketch plan hearing as to which direction the Board was leaning. As previously stated, staff does not support this waiver. 4. The Board shall discuss the applicant's requested lot ration waiver. If so directed by the Board, the plans shall be revised such that the lot dimensions meet the minimum lot width to depth ratio of 1:2. C. Street, Block and Lot Patterns (1) Overall Criteria: Development criteria within the Street, Block and Lot Pattern section are intended to provide pedestrian -scaled development patterns and an interconnected system of streets that allow direct and efficient walking and bicycling trips, and decrease circuitous vehicular trips. (2) Street Design: The intention of street design criteria is to provide a system of attractive, pedestrian -oriented streets that encourage slower speeds, maximize connections between and within neighborhoods, and contribute to neighborhood livability. (3) Building Design: The intention of the building design guidelines is to ensure that new housing and commercial development reinforce a pedestrian -friendly environment, while allowing creativity in design. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seg The subject lot presents a difficult canvas for adherence to these criteria. The 6.93 acres, limited to less than 10 lots to avoid the Act 250 requirements, does not easily lend to interconnected streets or a circuitous road. Pedestrian scale is somewhat achieved given the size of the neighborhood. A sidewalk is provided on south side of the street but ends at the start of the cul- de-sac. The Board should discuss whether the sidewalk should continue any further. Furthermore, if the cul-de-sac is removed, a design should be provided which details how the sidewalk will connect to adjacent properties. 5. The Board should discuss the length of the sidewalk on the site. (3) A plan for the proposed open spaces and/or natural areas and their ongoing management shall be established by the applicant. Again, at this time, no open spaces or natural areas exist. No common land is proposed. As such, there is no corresponding plan. This should be discussed by the Board. (4) Sufficient grading and erosion controls shall be employed during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the Development Review Board may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The applicant has submitted a sufficient grading and erosion control plan. 6. Sufficient grading and erosion controls shall be employed during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. (5) Sufficient suitable landscaping and fencing shall be provided to protect wetland, stream, or primary or natural community areas and buffers in a manner that is aesthetically compatible with the surrounding landscape. Chain link fencing other than for agricultural purposes shall be prohibited within PUDs; the use of split rail or other fencing made of natural materials is encouraged. The applicant has submitted a wetlands delineation of the site. There appears to be a small wetland in the southeast corner of the site. This wetland and its buffer shall remain undisturbed. The plans shall be revised to include a note which states that there shall be no disturbance of the wetland buffer. This includes no mowing and no use of pesticides. Brush -hogging shall be permissible no more than 3 times per year. 7. The plans shall be revised to indicate the following restrictions on the portion of Lot 8 which includes the wetland and associated buffer: a. No mowing. Brush -hogging shall be permitted no more than three (3) times per year. b. No use as traditional lawn or recreational space. No play structures shall be permitted. A fence shall be permitted only to the extent it delineates the non -useable area. c. No use of pesticides in the wetland or wetland buffer. 1 CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seq C. Agriculture. The conservation of existing agricultural production values is encouraged through development planning that supports agricultural uses (including but not limited to development plans that create contiguous areas of agricultural use), provides buffer areas between existing agricultural operations and new development, roads, and infrastructure, or creates new opportunities for agricultural use (on any soil group) such as but not limited to community -supported agriculture. Provisions that enhance overall neighborhood and natural resource values rather than preservation of specific soil types are strongly encouraged. This criterion is not applicable to this application. D. Public Services and Facilities. In the absence of a specific finding by the Development Review Board that an alternative location and/or provision is approved frr a specific development, the location of buildings, lots, streets and utilities shall conform with the location of planned public facilities as depicted on the Official Map, including but not limited to recreation paths, streets, park land, schools, and sewer and water facilities. (1) Sufficient water supply and wastewater disposal capacity shall be available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. The subject lot is not currently on puhlic water or sewer. The applicant is proposing to connect to both public water and sewer. The plans have been reviewed by the South Burlington Water Department who has provided comments in a letter dated July 15, 2009 (attached). The SBWD has stated that the water line shall be continued to the northern property line within the proposed right of way for a future street connection to the property to the north. 8. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated July 15, 2009. Where so stated, the plans shall be revised. (2) Recreation paths, storm water facilities, sidewalks, landscaping, utility lines, and lighting shall be designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. The applicant has also stated that they will be exploring the easements which exist that connect the site to the property to the north. It is unclear what the nature of these easements is and whether any would allow for pedestrian connections. 9. The applicant shall clarify any potential connections to abutting properties. (3) Recreation paths, utilities, sidewalks, and lighting shall be designed in a manner that is consistent with City utility plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. Again, the applicant is not proposing any recreation paths or sidewalks at this time. This shall be revised. The applicant should also show a recreation path along Hinesburg Road 20 feet in width. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seg 10. The plans should be revised to show a 20 foot easement along Hinesburg Road as a recreation path easement. (4) The plan shall be reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for evaluation including, but not limited to, minimum distance between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. The City of South Burlington Fire Department has reviewed the plans and provided comments in a letter dated August 5, 2009 (attached) He has specified than an additional hydrant should be added. 11. The applicant shall adhere to the comments of the South Burlington Fire Chief per the memo dated August 5, 2009. E. Circulation. The project shall incorporate access, circulation and traffic management strategies sufficient to prevent unsafe conditions on of adjacent roads and sufficient to create connectivity for pedestrians, bicycles, vehicles, school transportation, and emergency service vehicles between neighborhoods. In making this finding the Development Review Board may re'y on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Staff finds the circulation on the site to be safe. However, in accordance with the standards below, cul-de-sacs may not be permitted for certain lengths of street. See comments on this matter below. (1) Roads shall be designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. Again, the applicant shall investigate all potential connections to adjacent properties, planned and unplanned, developed and undeveloped. (2) Roads shall be designed in a manner that is consistent with City roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. The City Engineer has reviewed the plans and provided comments in a memo dated August 7, 2009 (attached). The applicant shall adhere to these comments. 12. The applicant shall adhere to the comments of the South Burlington City Engineer; the plans shall be revised accordingly. (3) The provisions of Section 15.12(D)(4) related to connections between adjacent streets and neighborhoods shall apply. This criterion is not applicable to this project CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final sea 9.09 SEQ-NR Sub -District; Specific Standards The SEQ-NR sub -district has additional dimensional and design requirements, as enumerated in this Section. A. Street, Block and Lot Pattern (1) Development blocks. Development block lengths should range between 300 and 500 linear feet. If longer block lengths are unavoidable blocks 500 feet or longer must include mid -block public sidewalk or recreation path connections. This criterion is not easily applicable to this application. The developrr:?nt as planned is too small to warrant neighborhood blocks. However, as previously noted, the applicant and the board should discuss the general layout of the site. (2) Interconnection of Streets. Average spacing between intersections shall be 300 to 500 feet. Dead end streets (e.g. culs de sac) are discouraged. Dead end streets may not exceed 200 feet in length. Street stubs are required at the end of dead end streets to allow for future street connections and/or bicycle and pedestrian connections to open space and future housing on adjoining parcels per section 15.12(D)(4). The applicant is proposing a cul-de-sac to dead end a street of more than 500 feet. This appears to be in direct conflict with this criterion, which states that dead end streets may not exceed 200 feet in length. The Board previously discussed this and appeared to be supportive of this cul-de-sac. 13. The Board should consider the applicant's requested waiver of street length and proposed cul-de-sac, with respect to the text of the Land Development Regulations. (3) Street Connection to Adjoining Parcels. Street stubs are required to be built to the property line and connected to adjacent parcels per section 15.12(D)(4) of these Regulations. Posting signs with a notice of intent to construct future streets is strongly encouraged. There is the potential for this lot to connect with the property to the north. The property to the north is currently developed with a single family home. However, it is of a similar size and could support anywhere from 1 to potentially 15 or more additional units. That property also has an ideal curb -cut directly across from the existing roadway of Butler Drive. As the potential for connection is possible, potentially even imminent, it is imperative to at least require an access easement to this property so that shared access could be made possible. Staff does not recommend planning the southeast quadrant into multiple, unconnected cul-de-sacs. The Board has consistently required that such roads, with strong potential to connect to adjacent properties, be constructed to the property line by the applicant. This cost should not fall to the burden of the taxpayers or to the adjacent property. Staff recommends that if the applicant does not construct the road at this time that they at least bond for the cost of the road for a period of years. Staff recommends a period of 5 or 10 years. This money will be used should the road connection be necessary. 14. The applicant shall bond for the future road connection for a period of time determined by the Development Review Board. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthomPrelim final seq (4) Lots shall maintain a minimum lot width to depth ratio of 1:2, with a ratio of 1:2.5 to 1:5 recommended. As already stated, the proposed project depicts a width to depth ratio of approximately 1:1.5, The applicant is proposing a lot width to depth ratio of only 1: 1.5. This does not meet the guidelines. The applicant must reduce the width of the lots to reach at least the minimum 1:2 ratio. Doing so may be especially beneficial as a means to create a reserved open space lot, or reserved space for access easements to abutting properties B. Street, Sidewalk & Parking Standards (1) Street dimensions and cross sections. Neighborhood streets (collector acid local) in the VR sub -district are intended to be low -speed streets for local use that discourage through movement and are safe for pedestrians and bicyclists. Dimensions for public collector and local streets shall be as set forth in Tables 9-3 and 9-4, and Figures 9-8 and 9-9 below. (2) Sidewalks. Sidewalks must be a minimum of five feet (5') in width with an additional minimum five-foot planting strip (greenspace) separating the sidewalk from the street. Sidewalks are required on one side of the street, and must be connected in a pattern that promotes walkability throughout the development. The DRB may in its discretion require supplemental sidewalk segments to achieve this purpose. (3) Street Trees; see Section 9.08(B)(3) Street trees are required along all streets in a planting strip a minimum of five feet wide. Street tress shall be large, deciduous shade trees with species satisfactory to the City Arborist. Street trees to be planted must have a minimum caliper size of 2.5 to 3 inches DBH, and shall be planted no greater than thirty feet (30') on center. The plan shows street trees on the site. The City Arborist has reviewed the plans and provided comments in a memo dated July 20, 2009 (attached). The applicant shall adhere to the comments of the City Arborist. The plans shall be revised accordingly. 15. The applicant shall adhere to the comments of the City Arborist. The plans shall be revised accordingly. (4) On -street parking; see Section 9.08(B)(4). There is no on -street parking proposed. No on -street parking should be allowed unless the roadway is revised to reflect the minimum pavement width for parking on one side of 26'. The roadway as proposed is 24'. If on -street parking is to be allowed, the street should be widened to 26 feet. It will be up to the City Council if they wish to mandate no parking as it is a City street. (5) Intersection design. Intersections shall be designed to reduce pedestrian crossing distances and to slow traffic; see Figure 9-6 and Section 9.08(B)(5). There are no street intersections as part of this proposal and so this criterion is not applicable. CITY OF SOUTH BURLINGTON 10 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthomPrelim final seg (6) Street and sidewalk lighting. Pedestrian -scaled light fixtures (e.g., 12' to 14') shall be provided sufficient to ensure pedestrian safety traveling to and from public spaces. Overall illumination levels should be consistent with the lower -intensity development patterns and character of the SEQ, with lower, smoother levels of illumination (rather than hot -spots) and trespass minimized to the lowest level consistent with public safety. The proposed lighting is in compliance with the SBLDR. C. Residential Design (1) Building Orientation. Residential buildings must be oriented to the street. Primary entries for single family and multi -family buildings must face the street. Secondary building entries may open onto garages and/or parking areas. (Special design guidelines apply to arterial streets). A minimum of thirty five percent (35%) of translucent widows and surfaces should be oriented to the south. It is unclear if this criterion is being met based on the building envelopes shown. The Development Review Board should discuss whether or not they wish to view building elevations and implement the design criteria. The applicant has not yet submitted any building elevations. 16. The Roard should discuss this criterion and determine to what extent any new bu/dings shall meet compliance with Section 9.08 of the SBLDR. (2) Building Facades. Building facades are encouraged to employ a theme and variation approach. Buildings should include common elements to appear unified, but facades should be varied from one building to the next to avoid monotony. Front porches, stoops, and balconies that create semi -private space and are oriented to the street are encouraged. Again, the Board should discuss compliance with this criterion. (3) Front Building Setbacks. In pedestrian districts, a close relationship between the building and the street is critical to the ambiance of the street environment. Buildings should be set back twenty-five feet (25') from the back of sidewalk. Porches, stoops, and balconies may project up to eight feet (8') into the front setbacks. The applicant is requesting a waiver of this provision to provide for a small range of front yard setbacks, noting that the proposed houses would "meet the spirit of this provision by being close to the road; however we would like a small range of setbacks, instead of all the houses having a uniform 25 foot set back. We request a range of 25-40 feet for the front setbacks." Staff supports this waiver. 17. The buildings shall be located between 25 and 40 feet from the road right-of-way. (4) Placement of Garages and Parking. See Section 9.08(C)(4) and Figure 9-7. The front building line of the garage must be set behind the front building line of the house by a minimum of eight feet. Rear Alleys are encouraged for small lot single-family houses, duplexes, and townhouses. CITY OF SOUTH BURLINGTON 11 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seg It is unclear if this criterion is being met based on the building envelopes shown. Again, the Board should discuss compliance with this criterion. (5) Mix of Housing Types. A mix of housing types is encouraged within neighborhoods and developments. Housing types should be mixed within blocks, along the street and within r•eighhorhoods rather than compartmentalized into sections of identical housing types. This subdivision is currently too small for this criterion to be applicable. !ETHER The Director of Public V:'orks and the Superintendent of the Stormwater Department have reviewed the plans and provided comments in a memo dated August 6, 2009 (attached). The applicant shall address the questions and comments raised by these two departments. Where. indicated, the plans shall be revised. 18. The applicant shall address the comments and questions raised by the Director of Public Works and the :superintendent of the Stormwater Department. Where indicated, the plans shall be revised. The street name originally proposed by the applicant is extremely similar to a street name already approved for use in the City. The applicant should propose another street narve. 19. The applicant shall have approved by the Planning Commission an appropriate street name prior to recording the mylar. Staff recommends that the Board address the major issues raised herein and determine whether or not the applicant has satisfactorily met them. If they find so, the Board should approve the application. If not, staff recommends that the Board continue the application so that the applicant can address the necessary criteria. Resaectfully submitted, athya LaRose, Associate Planner Copy to: Buckthorn Group, applicant Cathyann LaRose From: Bruce Hoar Sent: Thursday, August 06, 2009 12:45 PM To: Cathyann LaRose Subject: FW: comments on Summerfield Cathy, Comments on Summerfield Sheet L1 • Island needs to curbed Sheet C-3 • Want to know fUsec of sewer flow in pipe with 4.7% slope Sheet C-4 • Gas line needs to be moved to opposite side of road from water line • Maintain at least 5' of separation between trees and water/sewer • Shoulders need to be gravel • Street light should be LED Just a note of interest that there will be very little opportunity for any future sidewalk expansion along the north side of the road because of open ditches and utility easement. Bruce K. Hoar Director South Burlington Public Works 575 Dorset Street South Burlington, VT 05403 802-658-7961 bhoar@sburl.com From: Tom Dipietro Sent: Thursday, July 30, 2009 7:46 AM To: Bruce Hoar Subject: comments on Summerfield Bruce, Below are my comments on the Summerfield project prepared by Krebs and Lansing, plans dated July 7, 2009. • Applicant should indicate the total impervious area created by this project and confirm that a state of Vermont operational stormwater permit (3-9015) is not necessary. • How will the dry detention pond be accessed for maintenance? • Please provide hydrologic modeling for the development. • The detail for the stabilized construction entrance (SCE) should show turning radii stabilized with stone. Thank you for the opportunity to comment. 8/11/2009 -Tom Thomas J. DiPietro Jr. Stormwater Superintendent South Burlington Stormwater Utility 575 Dorset Street South Burlington, VT 05403 Phone: (802) 658 - 7961 Fax: (802) 658 - 7976 email: tdipietro@sburl.com < www.sburlstormwater.com > 8/11/2009 SOU 'A BURLINGTON WATER C PARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.southburlingtonvt.govoffice2.com July 15, 2009 Mr. Scott Homsted Krebs & Lansing Consulting Engineers, Inc. 164 Main St. Colchester, VT 05446 RE: Summerfield South Burlington, VT Dear Scott: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. Note that much of the language typically included in Department plan reviews has been deleted since it can be found within the plans for this project. 1. The applicant, developer or owner of record shall procure all permits, licenses, and easements that may be required to complete planned construction, including payment of all applicable fees, and shall comply with all conditions set forth in each permit. 2. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the `Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 3. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new mains shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined. This DI water main shall be poly wrapped. 4. Stainless Steel Tapping sleeves shall be used on Asbestos Cement (AC), Cast Iron (Cl), Ductile Iron (DI) 'and PVC C900 distribution mains. Sleeves shall be Powerseal Model 3490MJ Stainless Steel tap sleeve with mechanical joint outlet, or approved equal. 5. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or approved equal. 6. Each service shall consist of a corporation, curb stop, copper tubing, and curb box with stainless steel service rod placed on a solid concrete block. The minimum pipe size for a single-family residence shall be %", and for a duplex shall be 1". Corporations shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing brass 4381, or Department approved equal. Curb stops shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing SB 5151B4151, or Department approved equal. No -lead brass fittings shall be Cambridge Brass No -Lead Brass, Red Hed Manufacturing brass, or Department approved equal. Service lines must not be tapped within two -feet of each other. 7. Looping of all water lines shall be a design requirement. All looping connections shall be at a point so as to eliminate any dead ends on any water main. To meet the looping design requirement, the SBWD shall require that the water main be extended to the northern boundary within the future 50' ROW for connecting at a later date with future developments. This new dead-end water main shall have a 2" blow off installed at the end of the water main, after a main line gate valve, full length of 8" DI pipe, cap and thrust block. 8. The proposed water service lines to lots 4, 5 & 9 should be tapped before the fire hydrant for water quality purposes. However, no service line can be run within 10' of the proposed fire hydrant. 9. The Road and Utility Profile should be corrected to only show one location of the existing I2" main at Sta. 0+00. 10. Gate valves shall be installed a maximum of 500' apart. All gate valves shall be made from a corrosion resistant material, and all valve bolts, studs and nuts shall be made from corrosion resistant materials. 11. Fire hydrants shall be placed at each intersection, with a maximum of 500' between hydrants. Fire hydrant assemblies shall consist of an anchor tee or a Swivel Joint Hydrant Tee, a six-inch RW gate valve, the appropriate length of 6" DI pipe secured to the gate valve with the appropriate retaining glands, the fire hydrant, and appropriate thrust block. All hydrants shall meet the aforementioned CWD Specifications, and an approved hydrant flag shall be supplied with each hydrant at the time of installation. Hydrant drains shall be plugged prior to installation. Note: Waterous fire hydrants must be installed with a "Boston Operating Nut." 12. No parallel underground utility shall be designed or installed within four feet (4') of the water main from either side, or above the water main from the bottom of the main to finish grade. The exceptions of storm sewer and sanitary sewer are only as allowed by the CWD Specifications and the VT Water Supply Rule. No building or structure shall be built above the water line or within the water line easement. Generally storm sewer and sanitary sewer will be designed to be installed with a five-foot (5') separation unless provisions have been included to allow for proper support of either the storm water or sewer structures or water lines in the event of a needed excavation of the water main. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 13. Prior to any building construction, the building contractor must contact this Department to discuss Department requirements for meter sizing, meter settings, and backflow protection. 14. At least 7 days before the start of actual construction the contractor shall notify the SBWD of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. 15. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 16. Final acceptance (after a warranty period determined by the municipality) shall not take place until the appropriate CWD supervisor has determined that the water system Record Drawings have been received and all required improvements have been satisfactorily completed. Water system Record Drawings shall be prepared and submitted to the appropriate CWD supervisor at the completion of the construction project. The appropriate CWD supervisor or his designee will conduct a walk-through inspection of the construction project and prepare a "punch -list" of identified deficiencies. The contractor shall repair, replace or retest promptly as directed by the CWD supervisor and without further charges to the water system owner, all work, equipment, materials or parts, which may fail during the warranty period. Prior to starting the project, and in the 01 absence of statutory requirements the developer/contractor will enter into an agreement for the initial routine maintenance and warrantee of the work through final completion, acceptance and transfer of ownership. 17. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerely, AJayNadeau� Superintendent CC. Cathyann LaRose Bruce Hoar Doug Brent Enc. Plan Reviews: Summe>feld 7-09 SOt H BURLINGTON WATER f 1PARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802)864-0435 www.southburlingtonvt.govoffice2.com July 15, 2009 Mr. Scott Homsted Krebs & Lansing Consulting Engineers, Inc. 164 Main St. Colchester, VT 05446 Re: Summerfield South Burlington, VT Dear Scott: I am writing to confirm, on behalf of the City of South Burlington, that the City of South Burlington will assume operational control at the time of service to the water main(s) and related water infrastructure improvements shown on a plan entitled, "Summerfield", dated July 7, 2009, prepared by Krebs and Lansing Consulting Engineers. If the water main and improvements are constructed in segments, the City will assume operational control of any segment at the time it is placed in service. The City will accept ownership of those water lines and improvements identified through the plan review process in accordance with the City of South Burlington Water Ordinance and water specifications, upon completion of construction of all project improvements, correction of any and all water related defects by developer/permittee and expiration of required warranty periods. Sincerely, /7 // � Jay Nadeau Superintendent South Burlington Fire Deparctnent 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief August 5, 2009 Mr. Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Summerfield, 1404 Hinesburg Road Dear Ray: I have reviewed the plans for the proposed 9 lot development located at 1404 Hinesburg Road. I have the following comments. 1. This appears to be a straight forward development of single family dwellings therefore codes and standards set forth by the Vermont Division of Fire Safety do not come into play. 2. It also appears to be a city street with approved cul-de-sac so we have no access issues. Turning radii and road widths within the subdivision appear to be sized to allow for parking, set-up and operation of fire apparatus. 3. I have spoken to Jay Nadeau from the South Burlington Water Department and we are in agreement relative to the I new fire hydrant placement. If you should need any further information on this project please feel free to contact me. Qoinerly,glas S. rent Chief of Fire and EMS MEMORANDUM To: Raymond J. Belair, Administrative Officer From: Bill Szymanski, City Engineer Date: August 7, 2009 Re: Comments — Summerfield, Hinesburg Road 1. Paved driveways shall flair out at their intersection with the street. 2. To protect tear drop island from encroachment, it should be lined with concrete curb. 3. Place gas main on opposite side of street from water main. This has been City policy. 4. The grass shoulder will be a maintenance problem. The shoulders should be compacted gravel or the so called plant mix. 5. Trees shall clear water and sewer mains by at least 5 feet 6. Work within Route 116 ROW will require a state highway permit 7. Concrete sidewalk should tie into Hinesburg Road within Sate ROW with compacted gravel and bituminous pavement surface. 575 Dorset St+e.er South Burlington, VT 05403 tel 802.846 4106 fax 802.846.4101 www.sburl com Summerfield Dr Landscape 7/20/09 Krebs and Lansing This landscape plan looks OK overall. The following changes are recommended: 1. Relocate the `Princeton' Elms further from the sidewalk. Since there is plenty of room I'd recommend at least 5-6 ft from the edge of the sidewalk to provide more available rooting area and reduce the amount of pruning needed t maintain clearance 2. River Birch is an acceptable species providing that the existing soils are acidic. Soil test should be performed to ensure that soil pH is 6.8 or lower, otherwise the trees are liable to suffer from nutrient deficiencies(most likely iron deficiency) 3. Development regulations require street trees to be in the Right of Way(they are currently in a landscape easement which may or may not satisfy requirements) one has informed the residents of this project. She felt it would take a lot of fill to create a road there. The President of the Condo Association replied that the road will not be going through the Young's area. He added that the area will look very nice and they may use gravel or pavement for the access. Mr. Dinklage asked if there would be any regrading. Mr. Trudell said there will. He showed a slope that would be built into to create a 10-foot wide road. Mr. Dinklage asked if there would be any encroachment into any backyards. Mr. Trudell said there would. Mr. Dinklage asked if residents are aware of this. Mr. Trudell said they are not yet aware of it. Ms. Young said they feel very powerless as there is a huge lack of communication. Mr. Dinklage asked if the Homeowners Association informed them of this meeting. Ms. Young said the City informed them. Mr. Belair said the Youngs were informed because they are abutters. The president of the Homeowners Association said they had to move quickly because of the grant money. Ms. Quimby moved to approve Site Plan Application #SP-09-39 of Quarry Ridge Estates Homeowners' Association subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 10. Sketch Plan Application #SD-09-23 of Buckthorn Group to subdivide a 7-acre parcel developed with a single-family dwelling into nine lots, 1404 Hinesburg Rd: Patrick O'Brien said this is a 7-acre parcel on the east side of Rt. 116. To the south is Dubois Drive, to the east is Knoll Circle, to the north is a small ranch house and behind that a single family house on about 5 acres. The Butler Farms development is across the field. The plan is to build a city street ending in a cul-de-sac with a sidewalk on one side. Mr. O'Brien noted they had met with neighbors on two occasions and there is general consensus. Concerns are with storm water (as the backs of lawns don't drain well), noise and aesthetics. Mr. O'Brien said they hope to be able to improve the storm water situation for neighbors. There is a sewer easement, and they anticipate doing a gravity system to connect to that line. There is also municipal water. The plan is to build single-family homes similar to existing homes in the area. Ms. O'Conner and Ms. Kristiansen both noted there is water draining from the field which ends up in their backyards. Mr. O'Brien said this project will not make that worse. Mr. Dinklage asked if all of this property will be considered as one PUD. Ms. LaRose said it will. Ms. Carter asked if septic tanks will be removed. Mr. Dinklage said they would have to be filled in. Ms. Carter noted there are also oil tanks underground and asked if they would have to be removed. Mr. Belair said that is not a city requirement. Ms. Kristiansen asked what her rights are in regard to the sewer easement, Mr. Dinklage said that is between her and the city. A member of the audience asked if there will be open space/recreation space required. Mr. O'Brien said they consider this "infill." They are not proposing any open space or an open space lot. They have spoken with staff with regard to the need for recreational space and will address that before preliminary plat. Mr. O'Brien indicated a possible open space area on the plan. Mr. Belair said they should consider open space to the north so if the adjacent lot is developed, there could be contiguous open space. Mr. Knudsen said if building envelopes were limited, it could create more open space. Mr. Dinklage noted that the cul-de-sac could be built now and then removed if the property to the north is developed at some time in the future. Mr. Dinklage asked if there are any wetlands on the site. Ms. O'Brien said there will be an exhaustive investigation. She didn't expect there are any major wetlands. Ms. O'Brien said the owner to the north has no present plans to do anything. Mr. O'Brien said there is a religious group that wants to build in the area and has approached several property owners. Mr. Dinklage said that has to be considered very seriously. Mr. Belair asked if the Board wants to impose "residential design." Mr. Dinklage said he saw no reason not to. Mr. O'Brien said their only concern is with building everything 25 feet from the sidewalk. They would prefer just to stay within the setback and have some variation, but nothing less than 25 feet. He also felt the "mixture of housing types" did not apply here but is for a much larger development. Mr. Belair said that for some reason the city wanted things to change to get a different look, and the Board will have to consider that. He noted that the Planning Commission put a lot of thought into the "residential design" concept. Mr. Dinklage reminded the applicant that the street should be wide enough for parking on one side. 11. Site Plan Application #SP-09-40 of Timothy Cutler to amend a previously approved plan for a seasonal mobile food unit. The amendment consists of altering access and circulation, 6-12 Ethan Allen Drive: Mr. Cutler said the initial site plan in April called for a northern and southern entrance and exit. Then Public Works raised the issue of sight distance, so the plan was amended to show only a right turn would be allowed. At the DRB meeting for the approval, Mr. Cutler said he agreed to remove the northern curb cut because there was no sight distance study to say it was safe. Since that time, a sight distance study has been done. It was 0' Jo' 60' 120' Igo, - -BAR SCALE Y = 3o• hx 1p M Rein/aced rubbM mf- nose r aor r �e row m Pbn/hg m!w/Wei rnsn grabY � 6' compacted -_-. p/on/mq mirlure Erialxq a cram to be prmM m dcecte0 by prcn/lecl cal N -al^9 molwia' ((blvq whe. J per /r 7runa /ronril,an -. $nredCO Dda muKn, J' min. d,pfn --- Cul and rempw any .kerow Ow/gp bock /rain IV 1/3 0/ roalbow betas, back/w.nQl —A. spat /rpm /rank Tree a A—t ancnd NO. Rempne oe nm-b*p*Voab6/e mo/arp/ ham plan/ p%/ Tree Plonlin in Londscope Deloil M 7.S RECEIVED City of so. gurlirt9ton s 1 ro, Power pole _i12 Survey cmfro✓ Paint 1� I Exshng h,"*al! O Concrete man0/nMt � O /son pipe 1 Drainage Now 337.5 Finish grade spot elevation Sir 1 0 Light post - - Approx. Property Line \ I Exlsfmg free Ike -�30 Exlslmg contour �� Prdoosed Contour I c 1 iII • Existing fence I Exl //ng hmelamer 1. Elevations are based on on NAM 88 datum. 1 I i 1 I 1 I \ \ \ I I 1 1 ? the location o/ underground act Ds is not warrantedto ro be w emoct a compfete. Contact DIG SAFE prior !o any excowlron. J. Mi. plan /s m no way o bounday survey LandsccbL+/o SCheaidt 4 House and drivaway /ocofrons and lot grading plans are Common Norse Scientilic Nome Code QvaNitr Comer S.mDo/ unit cos/ rota✓ cost shown far Nustrolim purposes Exoct /ocot ons of houses and dkiveways may wry Autumn 81we Maple Acer x freemonii AM 6 2.5-3' I300 11.800.00 Prrneelon Elm U/mus americono Princeton' PE 12 25-3" 1375 14,500.00 R•ver finch Betulo Nigro RO 11 25-3r Q $240 $2,640.00 Dole rewaed Deacrgtron Checked Dole Design SOW Landscaping P/on Subloto%• 1d 94000 Drown SI{f/ VT Soles sox 6X 1 536.40 Cnecketl *Wiston Soles sox LT 1 89.40 NOTE.• 7iJrkl 5040 Scale 1' = 30 Summerfie/d Landscaping plan and cost estimate developed by Brian Mitchell, Commercial Monoger o/ Date ,pity 7 2009 Gardeners Supply. Project O91a3 1404 Hineburg Rood Tree spacing along Summerfie/d Lone shall generally be 30' on center while maintaining KREBS & LANs /Na Consulting Engineers, /nc. necessary separation from underground utility services. FOB Permlt Review f" Main Street, Colchester, Vermont 05"S b !BM a BMMI�w Jx� E/ev � J9B J0' V" yl �I I ✓✓/ my Jsae+ i T m Ix� J9Q Cxul�q Povso' W/aN>y Ex B' "0 la' av In. JW.. J7 �I; \✓ li� e tj '-F� exklmq twn e—�` 1xK roz n achy OVA' „ 40 mv. IaJI �I I �I tr I� I I I I I Existing Lot = 6.93 Acres my DD1J) lnv. J99.6J .ao Ex/xrirq C} Existing Budding �r h/xNN ------------ ZPq I � I I I I I I I I I I a" Jo. 60, 'XI JQO' BAR SCALE r - m- rrox,/wnxr I I I I J. /VG�QS Fls are based on on HAW 88 datum. 1 The location or underground utilities is not warranted to be exact or complete. Contact 0/G SAFE prior to any excomfian. J This plan is in no way o boundary survey. 4 House and driveway locations and lot grading plans are shown for Alustrotive purposes Exact locations of houses and driveways may mry 1 , `off E _ ' n I � x \ Ex. Sim Rdn JBl. J4 JaT � 1 Power pole t _117 Survey Control Pont Fxistirlg hydant / a Concrete monument D on pipe - Drainage flow Sign 0 Light post - Approx Proprin ly Le w l �.. —w— — Bd-w— Existing Wolr Lme/gate .dw av Exstmq Car Line EWSMg tree line -5— — —s-&- Existing Sewer Lme/manhole —ref— --- Exshng Meclricd/feVephone Extshrlg Storm Line%ofch basin Extstln9 Contourbt&1h7q /ence I I I Loco t ion Moo VAi�7� jilt' 3 2j,, DO1-e -dcity ax, rp/ro� - L�N 0ore of Design SKr+ Existing Conditions P/on SO Drown d/RA/Sw Chec��O11 Scale 1 � _ .jL7 Summerfie/d Dote „{rly 7 2009 Project B914J 1404 Hinesblo Rood So. Bur/in ton, vrmonf KREBS & LANSING Consulting Engineers, Inc. X— , For Permit Review 164Main Street, Colchester, Ver-ontO5446 s b Nrr Fnd sec%Mv. , J96M /aqe cw,wrJ _sr_ 000 AI ,I.W A,eJ AN. fawbg MI ena ter. A4w E,d_..• S.6- M» M JM,e My 402 M. 401 I CA n l Sinuerww '� \ Mw .alas Sn olr(o! JB96 h� 1 /4, o ft 8 1 \ 1ple,l�r Lonlroclo. A. s'A. er[owle o / /eh/- o F.y pesenco!J q / Swthrn 11 A. AU Ru�nq/m Prro, %o tvarn9 mcnnea to dx/wm lne / ,\ Jo' r«reolx n corn d *vfh of 4o,wnm/ i me �- I - awaPr - _ _ _ _ _ _ _ _�! 4_ �, - rxp soma, mrrer an h c.. SI 9lnNR o/ !ne Clly e/ �• ' LYaPrr , - 1 // � \ ' AVw r _ R;m J81.J4 Sw/n Bwinglan \, „i CLano.f r �VeP 6• PIQ�Jav„h,(:v, otoM —+a,L — — — — — — . vYL �n�h.l9�'- I _ _ _!*� - - - row N7J4 e-o0067 My J97.A --..-- My J97.07 a a -a I III / i,-_--_- \\� _ V 1 M» SRi4! a a a t. nv • I I I I j I �, OJA arW.) III I I I ONe+/Ao/, 11 I i l I V 55• r I Lot 3 I , r �. /M Lo! d 1 I I I �sye III 1 r AY. e'PK I �1 _ ��1 Atr. 4�> rorel,eJAlo s,M I to,�_ e , _ - } OA w AN,J , I ✓;� I r. s.e -� 1 _ ., ee�vai o cl of I III - Rm 71 rasa s " I to'wawyowc ---�_ di10 LnI l_. -ta...._-�` /�/ iuou hew rr..a.aI .iMkH L 1 rr-403s' `,\br-_ II /i//IIb.«n.n, rr-39.s\ / M/f!'S1*senmra ; PP I \ ->Mh / --- - - "� �' 1, I I q / w � �' \ gip• • _ sao I _ i i _ 4• ny - - nr_ - - - "/�� 1 1 / / / S ' au f>dtlt�Il� / �.,w�. _- �__ _� — I�/,. � N- - —=—_ �_ ,� $III/ .�•t t //5z � � � co 5 I Moln IM rr O&V Qr� _ 9owmMl rr-J91. / / / < \ Fin J9d9Li I I 1o'serer I .( Ma.wnml R->9. !' r F _ �i- .. � � yI My s9ao! � ✓ /� fW v, l \ \ \ Ca \ ax,lr j / / " I,af !!• / / Qenerl o/ C,'ly J5 w,;l y ,errce. » � �� � � _- - � Me_ �J_ - - �_ i � � Ii i � • s � sta, r , \ care VIVVttt / S ' � I, �i i - �- t -_ 1!• Ner San / A/A/ERF/fLD na..n Mn ..4 I /oJ wpaDf I+Oa aM,. �4o�f0�,lLAN s 0 �9 4rN o .� -_-_-- � ElrhlA+g Brr9dng �` __-- - — — --- N .e1bI 1 / \/�y�yS, 4 ` I JY7i � 1;\� \ � �..,�.. � �'� �j��J�'^`.^'4\, \ y Edtrmq Po ponMq /) vJ9lJ1 -+-� i �`1 /rO .S9 Ab. lime 15, \ `\ � \ 1`�� \ I11` 40' I \ 4rraiwpe 40 I \J- 11 rr..a..o / I A �f,_ / • f hvNed X m NW ry / / Aso �onq/ Pee I 11 ea:.`Mlr:iceo: 11 I I / es/, _ _ .w.1f,�.r -f I ---- IM -d a-sd I 11 I 5— a'0 'OyO 111 I I I� I r1_ ,.�'o../e� r`.s���,-----•r-=---� �-_.or-�---------�� I I I 11\III I / I' I I _ Sw/h Bw /an la _ I 1 au/erm:re me r �1 I I I /Q's§ra00, _ _ I \ �tf I , I l ppxac f I _ I dwl of P'd Por,Jwl�e W//� ,vYp/n o/ Inc ew;s(Mq - - - _ _ - 1 to' rnJm Jh - - - - - anmr, e•�K I re. ,41 fryP-..on al J 1 I L .__..._. _-.- Jd- o rl_ �- -- g I- _J _ . f= I wwy�/ -- 1 1 rMe.NMnataa /°' retreat of �` Soul, B✓ / q/w. F hn Mbr/on0 \ i deI by Y V-YY L' 6/7J IWA� Exf 19 frens/mmer 17Qo MI 60' /70' BAR SCALE t• = x, I I E/ewlrorls are bosed on on NA kD 88 datum. 7. Abe location of underground ultiI is not warranted to be exocl or complete. Conlocl DIG SAFE prior to any excowlioa J This plan is In no woy a boundary survey 4. House and driwwoy locolbns and lot grodmg pions ore shown for 9lustr01fw purposes Exact locations of houses and &fwwoys moy "Y. 5 Refer to EiIII Plan by Green Mountain Power for complete delaIrs of electric 'hstoeotion. - I —�'— Lerce+rtd I \ - - Approx. P operty Line "n, Power pole -W- --M' er Existing WatLine/gale Survey Control Poi/it -W -Al Proposed Water Line/gore olve � Existing hyd ont - G- 6 - Existing Cos Line x( Proposed hydronl A- -G - A-G - New Cos Line o Concrete mo,umenl Existing Tree line O tron pipe -S- - -S--®- Existing Sewer Line/monhole > Droinoge flow �VF JUG �3 42 Cifj, of �1 So e�nfn9tor, Location Moo N. 7,5 Proposed Sewer Lwe%nonbale 33/+5 Fhish grode spot e/evalion Design sort Site P/on -u.-- -rer- Existing electrical/telephone - Sign Drown MRA/SWH New electrical/le/ephone Q Light post Checked - 5✓• -SF -� Existing Slorm Line%arch bosh, Q � Scole _-f..= 30SU��GQ��I�i I(// 57—S7� Proposed 5torm Lhn lcolch bosin Dote .h ly_7,.7009 -3je Existing Contour Project 09f43 1404 Hi-16-1 Rood So. Burlin lon, Vermont KREBS &LANs/NG Consulting Engineers, Inc. C,_ 2 _ _ - - 339 _ - Proposed Contour • Existing fence For Permit Review 1164 Main Street, Coichestei Vermont 05446 rre •,, I I 1 b � City o/ SoulA Buringlon Ydume J7/ Paogqee B6 � Apr? 25 l9B6 's 1 I I 1 66' - Row I I 1 I I I I I I I I I I � Felwe erFia✓d Lone / � \ n Mamas O•connor I 7 B717 &deny 6arohar Q?9 Acres G� \ 2" lP Even O'Connor I Yovume 691 Poge 352 I Robert McDonald I Yokone /41 Page 415 December 10, 1004 flush ® Augusf 1, 1978 I r �-- kw-, W6 Pol. J66 corner Sa175� W FL -NE ,.blip 16, 1991 oW2 len�e S827530"W Sa27550 W f-(g / �e _ S8275W w sa2ys so"w y SD w _ \ to nw�brk» 15 oar' 00 — — — — \ ,o ecrcorw �, , ebMr e/ — — �rn 7-1 - �- N075J28-W I I-'O win. c�i wr '9 - - - - - - - - - - - - w o - - /-1- i N0840I7 W 1 8A39• ^T - - - 1 I I 700 I \ T �lO� a. v I II / 11 .\ L�1• _ - O + -I 2 LDT 4 �D9 / exposed leaning Eo5ernenl a I eor 2 = eor 3 $I ate Acres / h / "� LOT 1 �a4a Acres I " Q39 Ae/es r 4�1 I �� ia�e.eO.si of ury of soarn 1 , ' Sewer \ 0� `0 o l � f 01 q "'10 5bs�br�`eo> /�A•���e3' I i fC %' I J LPr, ,_B � � _ _ " \ QI v 1 O V I I the Oen.6rf a R7 C6 / Manes yri ttionsen Swrn dx/irgfm. /; / / / I Srssef Ann Knshonsen s l o,I I Volume .714 Pope .196 IjW I / 1 November 27,, 1985 s' lsoescyoe I o' wreag,osne I / / _ � , / / / i / �• / so' spier I / b,ernbf /w sla'fy ro,emb/. �, _ I �o/ bsam ff /a 1 Me Dw+Mr o/ / eL C•rj \ � / / / j ObM'CYy 1 � L oco flan oP the w I / 'rs - i// / / / axl:.gra.. -d I \ N. Ts. 5brn dxL: gfm / N 1.�0! \ 4 /� / G / Lois 1-B I N07755 hIf�33- - t79_t3f A404 1 / y ' J4Q3J' Sa1794J W .58179t3W seAb � \ _- L egel7d /PISommer/fetal LOT 9 /" /P pad Cotter \ -, _ _ _ - _ Es:srw,g nose asear - _. Lone - - - - Margery Corti \ c nr:,g a ad:,g J.96 Acres 1 found 12" Yyore 11! pogo 74 r Q Calculated poof - - - - QBt Atree \ \ 1 exposed J-.o y 7 1985 Ib---------- \ ■ Concrete Monument Found N8179 431r 142.60' I N817943 o SB179't3"W?' ["-�N08178W-W /ion Ppe Found E—'' Iran Pipe LS J9olumto Uinbe cop 71'i4• AS ��'�y� .�5�� � ���.� I 1a09' / ` ® stomped LLS 639 to be set :sting Paved P king / I Q --la' s'desov anal j* , MTV' r, l / \ , \ 2y� / \ O Concrete monument to be set Sn + soswe ql N /P7 w Existing Property Line rM cry w Ov I L, oo pear LDT 8 2 e.� =,C AAngrm 8 1 ` w/ Nded Rebecca - - - New Property Line to be created 062 Acres - la eor 5 t, I ,- found 1 _____ _-__„__., - �L • � 0.42 Aeries A a I Ydxns 296 Pope 197 X X Barbed We Fence t ry I A ^i LOT 6 I `y - 1 1 6" exposed A g,,,r 7, 1990 1j q �� I LOr 7 21 Q39 Acres 2 n{ 16 r j 1 casement \ � � �L 1 j Q 48 Acre 11 I In{ Ydwne 1IJ Pops J96 " � -_ _ Easement Line _!} LL 1 �}' Z Noy 17, 1985 x,bf an - g f o, $ � I �No7•xs 45 w I I b no' epeew.w } O N8076 $a E 1 !O?. aB ter IM ObMf - o/ me c. oflr� I story r $ 4114 1 SUr ve y Notes T. I N8072 i71r I NB07/ 20 rM e ors / / 92.. 95' 9Q �1 �� 1. A closed traverse was completed in June 2009 using a total stofion theodolite/ 6300' S2,1' - P/6 Na0l939 - I \ Near CO�O0h electronic distance meter (Sokkio Set J3 and a steel tope. �4 -� 93 ! p1 77. 98' N8071'19 N8076 58 _ 1P5 _ � J 011. _ l49.69' _ _ r sae v 72 j7 1 la t ha - N�7t /8 p se p se y J 2 Al d North, n°re calculated and re%tines a Coordnote 07 1�/p Mdrionne Caeohbn !"/P loured loured /6" Vbh—JIJ nkz Na07J Z 1r N8071 E - 1' /P _ _ 1 " /P /oared 8" _ I \ Mo Il l A// bearings [��'I Plan found 8" ex o d ex o d l loured 1.' found 8 eposed exposed Keewn AkDM.I'an /B"expose I 0vnOdrOnOnCa'd AICAdIM 1 eposed I Awel Cooper I .d a" E. Anderson �l7on aoWGYnon6hondbn De�to////, DYW.ms 21J Pogo J96 YaSnne 2/7 Pogo 6 II Ronne Neberf Fiwncesco A/drONCSAS I .Mar E. P. Anderson I Q.rn9t a�as759 K0thern PAAArphy �/(/ Moy 17. I9B5 5eprember 2, 19B6 rokxne 6B6 P e !70 age 25-0 .- 1 ,*-, 14, 1004 Yahxrre t59 Pogo 19 V[Nxne V-T Pope t74 I December 2.0 1006 • 3 .Met Russo# Inc' kay 19, 1999 August 15 l9B4 1/C�8 I Vohxne T// Prge 240 I \ C• `ivv BOUI%V Ory Notes FMruwy S 1985 \� Sea" SUX00" 0f 1. The descriptions controlling the locations of the boundaries of the land Mop References I Tonfle SuNvor ` So surveyed and the physical evidence located and existing on the ground - I V. a xx Pag, b were compored and analyzed to provide boundary locations that are most 1. Prom d hoipp knd'cofive y entitled Subdivision Plot a Buller Owned by Homer ¢Marie Dubois Hinesburg Rood, South Burlington, of the original intent of the deeds and in agreement with existing 1 monumenlolien. I VT. - by Trudel/ Consulting Engineers Inc. dared ✓onuary 77, 1985 Mop Volume /97, Pogo 97 I 2. Pion entitled 'Ledge Knoll Subdivision - Homer & Morie Dubois, Hinesburg Rood, South Burlington" by Trudel/ TABLE A — CIRCULAR CURIE DA TA 2 This plot of survey depicts boundary olion of /Dods under the title of I Consulting Engineers Inc, doted November 16, 1983 with revision dole of 5-8-85, Mop Slide 177 the owner, and also the limits where known, of easements licenses and/or other servitudes and rights that moy encumber or benefit the 3 Plan entitled Lot Loywi/ - H. Dubois " South Burlington, doted August /969, Map Side 94 surveyed premises. Plan entitled "Plot of Survey - Arthur Toulont - Owner, Hinesburg Rood, South Burlington, VT " by RE Morcott I I A doted August 12, 1970, Mop Side 95 I I J Monuments have been set in and an the ground where shown an the plot of survey where, rn the opinion of the surveyor, it was necessary to _ - perpeluote a corner not otherwise monumented Monuments shown as - - Ptonning & Zoning /nformotion - - - - - "to be set" wd/ be set at the title holder's direction. - - - Owner: Estate of Robert Fur/mg, (Claire Lewis Executrix) 1747 Porters Point Rood 4. Any boundary line location, based on deeds ar documents recorded in Colchester, VT 05445 the public records by which title or rights were conveyed to Robert & Ruth Apphconl: Buckthorn Group, c% Colhy 09rien Furlong. or title or rights in fonds of Robert & Ruth Furlong were otherwise 839 Oak Ha/ Rood 11a1 fo ROW Cwve RADx/S sVIERNAL M,aE ARC LENG7N bfA'n•C OF 00RO LM'E CHLND LENGIN C! 75.00' 34:i4 45" 45 76' N83'i8'00 E 44.56' C2 _ 75.00' 62J976" 82.01' N350059E 77.99' C3 75 00' 4070 46" 52.59' N1524 01 "W 51.52' _ C4 75.00' 477146' 61.7B' N6OV5'19'W 60.05' C5 _ 75 00' 34:i4 45" 45.26' 579 n126 "W 44.58' C6 180 00' 6626 U4 -1 208.7T 1 524 :i3'00 "W 197.24' _ _ _ _ C7 230 00' 6956 45" 280. 78' 1 N2678'05 E 1 263.67' delineated, is subject to accuracy and legality of those deeds or documents Dubois Drive W lislon, VT 05495 lihere those deeds or documents are improve/y executed os o molter o/ Boller Drive low or contain errors or omissions in fact, or contain or ore based upon Source of Title.• Volume 91 Page 447 erroneous conclusions o/ low, then the depicted boundary locations may not be Worrontee Deed From Homer L. & Marion Dubois Valid - - - - �_ _ to Robert J.& Ruth L. Furlong, October 4, 1069 - - - 5 The boundary line locations shown ore also subject to accuracy and Street Address: 1404 Hinesburg Rood /ego/iry or lock o/ authority ofany grantor or grantee who professed the tax Porce/ /D,/. 0860-01404 Oore re.;see oescrpra., L»ecAea Gore right or obifly to convey, receive or condemn property or rights fn the Survey /A✓ 1 I surveyed property ProjectCertification Area* 59.i acres Y -- Fino/ Plot f Drown RAW I I _ 6. Any depiction on the plots o/ survey o/ boundary /fines or other Zoning District: SEO-NR thissrrey is based an pnysicd evdevice ♦� OF yE slructures exclusive of boundary lines for the Estate of Robert Furlong were toured kr the dad mid krf.—IAvr tiP Checked located b locheamelr . The location and ction of boundar lines other than ab.11=1ed /rein deeds veal oNror y y i 7 perlkrenl ,scar,& this ,aver is � � Scale 1- _ 40' Summerfie/d (hose o/ the Estate o/ Robert Furlong. are not warranted and ol/ boundary /fines cros/srenr with loot evi.ce 7nis plot If r & E depicted are subject to the accuracy and completeness o/ the public record canfLrms ra 27 Y.SA. s Ii- 140.1 �,� Nae]e Pe Dote A-e 24, 2009 a' 70' t0' BO' I60' 140' - 7 Ihis plot of survey is for the sale use o/ the Estate of Robert FurlongfO L AND 5 Pro' cl 09143 1404 Hrnesbur Rood So. Buren tan, Vermont use y other property owners private or munag al, is specr really unouMaized KREES E LANSINLi eonsu/tJng Engineers, Inc, Sor Scote 1'- 40 C-1 tan A. Jeekes L.L.S /639 164 Ma/n Street, Co%hester, Vermont 05446 re •r1 NOTE,• A// wafer bile and related work to be pNrormed in occordonce with the Chornplain Water District Specilicoli as and DelO7s tar the Installation o/ NBter Mies and Appurtenances. left/ PpNr CLCV . I01. I1 N&V iLWr SrA - li JB LOW PON, c[CY - 400.30 PN SIA - NOO LOW POW SrA 7+00 PN EL - 401.35 r PW SrA - 1+00 LOW PLYVr CLCV - J9B 69 A,Lt . -500 PN REV- I0035 LOW PANT SrA - 0+77. 14 K - I700 A.O. - 700 PW SrA . 0+75 I I K - 3000 PW CLCV - 39935 5000, PC I I AO - 70o 60.00' tL' K- 571 I— 4007' W —I 8 sa Approw[mom 1. mLp/hn o/ eris/hp ICYfe, ah. Wail. rPn JW90 The contractor sno9 excolole o test OR to 10-1e exhtiq !?� "forfile Slpply aB loom. pnp/nevnl, fwolerip( and ew4 wnenl to connect to extsliq tine 4 New Srh 7 Rln 401.50 by h J9/BB Mv. avl J9I7B NOW 15• HOPE t1— O Ner J Rin J9 BO nv. i IO My ov/ JAS. JO spo �B•PM New l•PLC stw sOP ,� toii � .75 t.goll ser.,eex Nw MA RM .SBJ7 My A J7J,t My out J7J J3 '�6y B�q k A W earl r c haa/ar rnw .row/e o tart-� pn h me emce or me qM- a city oI South lAoihp/on /or ro arAKhp monnoN /o ayl fin. enrol' mhe /Fe erac/ an0 ApM o/ er;rlhp ton Y ferny tiv0, J70 SO+00 SI+tv leaf/ POYVr CLCV - 401. 77 nGH POW/r STA - J+50 PO SrA - J�30 PW CLCV . IOI. B5 A.D. . -7.00 K . 7500 — 3000• w — h � a • y1 W mY � 3r ci Yen � y � y � Ner rhtrn p Cen/ao/MWe-�I Y y Y m SLlWCRrC[O 04//£ _ r" 2 Ner I• -- -- , Ner I PK S07 JJ Ayu SIM 7 Rm IOI RLm 101. 50 hv. h 535 -Av. Mx h 39/BB by out 957E New CB J Ayr pole Mx -f J9178 Rim J9B I Ner Co 1 my J9771 bvK NmHoh 18• R/m J971 nv J9793 7, Ner I• rer/LN 0 m xSoo'o/bn PK' SpP J3 rarer rernces worn mob Ayr B• arW ae t/arm oM :toy ,SOP J5 toMlar Y NOW 15• HDPE storm /hsx a0/I r-0003 Ner 15• HDPC storm s-0005 — — * B�f'K' \ _ _ � —Nei SL1P �r •_ ` 9• a 3z w t .w/er a.,e �' � Y ,V 171 17 i 1 _ _. _ 2. Ner J/IB/rppitp _ _ ._ _ _____-____.. -__�/B• AW -a -w ,. NewJli' AaopPlr 5Ay1•t 11. 72, waler18tat wo/w moM New J/I•e are � dorm a9PPer rota ox tarRwy J°""`1S tart hex oq oa 8 � mg mq 8g 8� 8g 8g 8g 8g g $ °ff $ 0+00 I+w 7+00 J+00 Rood & Uhlily Profile Horlr. I • - Jo, Ver( I - J' ♦+010 #w 1 J90 1 �Snh Rim MI. JI /nv. 177J4 770 1 S70W SJ+00 S4+00 S5+010 Sonitory Sewer Profile 13 RFC F� V� Cityo fs &'v3 .an Q Sumn9tvn 0' JO' 50' 170' 180' BAR SCALE r-q 011 J� Do(e rented Oercriplion Checked Do(e Design Sw/ -- Rood & Utility Profiles Drown - Swi Checked /brw, l J0. JO Scale Iwl r- J Summerfie/d Dote Afly 7 2009 !Project 0914,i IIOI Hinesbur Rood So. Burlin ton, ✓rmonl KREBS & LANSING Consulting Englneers, Inc. For Permit Reviewte4MalnS&"t,Colehester,vennlont05446 -e,nC —.3_ See Landscape plan far tree spacing - 5 IO' uOily easement E xisl%ng ground Crass fined swole 00 1 New V.wiwg'ane Mikes shoo/d J _ L J ?" H t -7171 60' Right of Way rood 6" /eve/ing course 704 04A fine - O" 1112"To. /rl or IV top coarse bituminous concrete pavement L Type Al base coarse bituminous concrete pavement 15 _Z� - �assad 3 max, } bollo/m 18�._ /meal " grove/ subbase swore °� I I C4an, washed 70405A coarse A/xoff fobric x sand uo Z' bott� om /me rgoPed „ Mmnmml o y AOT Spec. 703.03 Nf« /obrl ° ° Remove existing L peon, washed N.. gas ar o c moterid- to be 24" lane wrmaed in ONew a o q 9 nn New I ial« /obrl 0 star- -. uhhaiwaraM wprh, focolA n sanitary (� red AN man /man �f- sewn /2' end,. and tyre sna.n m /ere sewn yla as required 11' mkt. plans and pro/iY p/mns and profile New wolerlLne Twicol Section Street Delo# N. T, s Rood Construction Notes ( Ae references to road spar alopfr to wars and porking reos ar wok! ) 1. New rood shill be constructed to the /ere and epode shown an the dowkgs the rood and ufaty locations shoo be ors (yyically deloded unless Otherwise shown. 2 AR rood and parking construction shall be completed in accordance with the Lerman( Agency at Iionsporto/i n Slandrd ,Spwificolions for Construction" 2". hereafter coned Vermont Highway SpecificolkvX specihcotkns Aound an these Plans, and prouwcl speci/icolions In case of canR/ct, the more .stringent specification shoo apply ors do/omined by the Engineer. J The CanIroctw shot/ follow Vermont Highway Specircolians, (2006) Section 203.11 far placlog and spreading embankments 4 Fif motoeof far rood ennbankmen/ shod meet Note 113 below and be approved by the C queer. AN shall be placed in 12" tills, welled and compacted with solafocfwy compocAion equpmen( to 95X of maximum density (Sfandord Pac/ar) 5. Rood in Iil sections shalt be placed and comboc(ed o minimum of 3 leal above fop of any ufiily to 6e insla'led belwe french is rcovefed / ploe pi ement. lo benches and cut seclions the Contractor shod provide as necessary sheeting, shoring and b-ing to moh loin conphboce with all 05HA/N7SHA regulali- 6 Mefhods / construction of subgrode shoo c A m to Vermont Highy SpeciAcalans PW6) 20312 w as delermined by the Engineer. 7 Dense graded crushed stone, crushed grovel and sand borrow sha/ not be conlommoled by work. Construction traffic shop not travel over e.posed areas of this material Any subgrode w subbase dslurbed by Cmlrocfw, or rendered unsuilowe by construction ochinery, shall be removed and replaced with approved grmufw bockIN of the Cmtroclor'l a use the subgrode shall be compacted to attain of least 95X of the mock um density (Standard Proctor) be/a P/ocerg rood Or embankment rrnolerbl. B Me Own« shall pay to, an silo sots lesflng (co patron, slew, and ProclwJ At o mmmum, 7 samples o/ d/ aggregate moJw,bl brought to sole sera/ be tested 9 Sand borrow and cushion shill con/ m to Vermont High y Specifications (2006) 70JOJ C 16, borrow shorn Can/Orin to the ✓anent Highway Speciflotions 70,104. 10 GrovW subbase lot pavement shot/ conform to Vermont Highway Specifications (2006) 704,05 coarse, crushed grovel or 70406 dense groded crushed stone ors shown ancross-section. If. fe­lft coo se shall con1 m Sp to Vermont Highway ecificolions (2005) 704.03. one grading Shoulders shall coni m to Section 70412. Aggregate for Shoulders f2 Bituminous concrete pavemmenl shall cant m to Vermont Highway Specifications (2006) Seclim 404 and 406. Bind course shot/ be Type3 f It, and MISIP wearing course shall be Tpe $ 07 w ors deloaed 13 EmbovAmenl /i/ for all impervious orros EXCWDING BUILDOWS shall be o seve specification as follows S ve �� ♦ !q7 2' E5-/W N Fi0-1W 1200 ,i0 r/ro h,,u n 8- thick driveways A// concrete shall meet section 501 0/ the Slate of Vermont slondard speci/icatiOns l Class A concrete and shall hove o 28 day Provide a pons%on join/ where camPressnve strength o/ 4, 000 psi sidewalk %s against curb. Use onli-spdfng to concrete Use 4000 psi concrete curb and sidewalk as spec Pied for sidewobts and curbs .'err Public Wbrks 5Pec%/icatians. Expansion pint every 20' Scare I" deep every 5' G own h,ish concrete sidewalk (typical) Typical Concrete Sidewalk Detoi/_ d mWcb. Col. action Notes 1. the CmbKlo✓ vex be respans0/e for or construction or water maw, storm and sanitary sewer systems as shown m the plans He will be responsible for ar rneeessry adtptersv 0/fngs etc to mate connections to the existing and proposed WON- The Contractor shot be responsible fit 06 work shown or implied an the dons and/or referenced : the SpecirK Mans and permits the Colt —tit sh./Y submd, approves by the Engineer, an types of nalarb/s and products used _ Woter Moin f Me pjoe / water main shill be aucNe ran class 52 manufactured m accordance with AWWA C151, as noted an the drowngs AN pipe sho/I have push on two pints All h'ltings valves etc. shall hove mechanical pints. Poe and A7Mgs shill be manufactured by Clow, US Poe,.lohns-Manviie, W approved equal. AR new a pore shun be pity wrapped and have no Ares than three brass wedges irs/dled of each j;h L 2 All ploe shod be lostalee in accaaance /AWWA C-500 The ploe shall be kept free of /reign molter and debris dnmg ins/ado/ion. When /he process of ape laying has stopped any, open ends of pipe shall be plugged Mere that be a minimum of 5 -o" Cover over an Poo and service Ames Any pipe doheclxn shall not exceed 6/1ip (50) percent of recommended manu/oclurer'r maxirrnum detection. BackAil materials 5' oral —?I sideso4R and procedues shay be as *f~ an the avowmgs The Contractor shall be reponsO/e fit anyand p/I sheeting end/ sharing necessary FIll. See deco; to comply w/OSHA - VOSHA regulations J The testing of the water main shop consist of the Ms/krq of all ins/alted ppe, services and Aydranfs /n accordance with AWWA C500. The testing shore consal of o pressure test and leakage lest. Aff testing shop be dare with potable water and in the presence of the Engineer � EWWinq ground and o repte--olive from the City of South Bur M91- Nbler Department me pressure test consists of maltoinmg o milkmen internal aloe pressure of 200 psi (14g620 kglm 12) far lwo (2) hours If the pressure drops more than 5 psi (3515 kq/m 2) do the fbst hour, this constitutes foiure of the test far the porticular sectian of ploe. Fokure of any lest section veil necessifole repair and/br rep/xemenl of the /pied section 4. Chlpknolion of the system shalt be accomplished offer the woler mom has been successtulty pressure tested and thoroughly flushed DWs J tion _ J2' planf m1,ov grave/ shod be J occardrnce w AWWA C-65J. The method o/ diem/action shall De oven D the far ineer and an/ after s es o/ water / appr Y g Y amp/ (YAO7 Spec /fO4. 03J /tom the /hus/ned dsin/Kled man shows no rid__ of OaclerAO09 of conloorno/ian. Use not less than 25 m9/1 for 24 hours Me concenfroli- must remain above JO mgyl ro"t dsinfect on a not acceptable. 5 Me water moo sho7 be IhOO-9Aly fushed with a minknum pow velocity of 25 Ills to Rush foreign moler�o's out of Ine .dues and hpgonls PA., to n sh nq the Contractor shag contact the Owner, Engineer and Sou/h 8ur1kn91on Oble, Deportment. /I is o viNotion /o dfcha'ge chorinoled water into wolers of the State Sanitory & Storm Mains I the ploe far sanilry sew« shop be PW gravity sewn ppe SDR 35 (ASIMD J034) with rubber seollog rings 5(wm Dine shall O, HORE type plot AR ploe sAalt be Mid to the Are and (rode shown on the plans 2 Me msfoned sanitary sewer ppe shot be low pressure or tested in the presence of the Engineer. After ppe cleaning, the pbe section (manhole to monhae) shoe be tested occordkng to the /altowlog procedures An inferno pipe pressure of 4 pounds par square inch greater than any back pressure due to o wafer table shall be created A mnkmxm of tar (2) minutes shoe be dMwed for temperature slobiimlion Me p{oe sac/ion shill be considered accepter when, tested of o pressure of 3 pounds per square inch grroler Ilion any, back pressure, the secliwh does not lose Or of o role greater than 00030 c1 lst of ivlend ploe area Construction Notes I. Me m4/hedi omit _Ire« o/ emshuctkw she, —f— to Inv blest stm ds o/ the Slate of Wrmmf and City of Saved ffHrrg/m, ov ear yioe be i+ cm/ moot. with oo p«m;/s and rpprowls issued Ao, one pro,ec/ kin case o/ con -I. Memale slrMgenf spar;/lolxvn s ., qWy ors decled by C gene«. AN wark sera, be one i, o warkmaake mom« and conpbled n ln. lane specired by oene, 2 Me C bacla sera, ore respmsbN Aar or .ark and nal«ix: shorn and required to mite the ribb canphte, Mein aoriigs do not shoe e Y lifting Or tppudenance. Mo/erinb shoo be as specified m the ov_i qs kknui twee} and cl tPedtlolk n shoo be submhled / off ma/« for Inv Engine« for ooa O l pr;ar to Ms/adman. J Me /-at; n and sire of ex%sIk g malrground u1i1414s b not —led to be —1 a camp/ete Me C-1—la shoo field locale oo u/ON- and shoo cm/ocl Inv o//ec/ed uti'ly cam pony the Engine« and the CAy o/ Sm/h fiWi glon prior to m 9 any nook lips Me Cantroela shut be soWy respons" tar all e.isfk g WON's and their mintv,,Wted rancor Alt off -file bookli; ehv,ing m✓ shorM9 doealeing, cloorkg and grubbing, «osier contra oast cmfra4 Po/r cm Nit, 9,adhp and oo kncIdmfols shoo be i,cWLd as pal at the reouked wok 4 Rrook of as dislu bed oleos grading seedMg mue hing lepol of roads and carb; Pa ft and othe ncil tots are _c Ood ors pal of Me loured wok, Ar ab/a6ed w.os soar be loomed and moaned m/i ee,--f grouerd cow. is esfaaisned 5 Ms Cwfratw shoo v«;/y or tempo y bancn ma's 6 Me workmen and public snow b. Wer- d by the Conl—la /torn any and ow A- --led .1. Me cans1-1k. work 01— benches mot«ia's or equi—I w11hin /he waking lien;/s ale to he quaotd by /hc use of o.Lqual. barrodes Or AMgrnm. Ad bail odos /s// M posilim orwrigN ale to be property Aghled r«osene pals not occ.plahH. when wok narrows I" usobN powment /I,*— snow be employed to aid the Raw of I-Ak so Mot lh«e era be no _d,e oete'. Me Cmlrxta shill be held re ,ablr / the solely of off eokmen and the gem«oh pubic and df damopes to prgo«/Y occurring ham a open the Bork occoslmed by mq.'yence a o/n«wise growing W1 of o /mire an too pal Of the C—ecla to protect p«ems ar property horn monads of Men fre+cno% mole'-% Orrm equpenl of my line o/ one day ar nighl oilmen he .arking aee Al era' shoo be h cm/ammce /o OS/G regvao/ins T.'l/e 19. Purls 1926, 651 and 1926652. and oppicable to 1,75HA regWat;o 7 Me Cmlrocfar shoo wily oo Willy kh/«sec/ins and cmlaf Engine« and Aver« .;Ih —Ails 6 Me Cmlraclw snag Co. Dig Sol, prior to mY rxcarolin. 9. The Cmlroc/w shoo coadho/e find loco/ln oM Mwr/s / eol«, seee, and slam bud Y q c 14— WIn /ere Aroof, ocf, 51—fad iVk—,, and Mxomld Engine«. 10 Alt nee omit- r and alarm pp.s snap be /mod with o /ors« to Newlin and slope m shown an the plans 1t AN rot« Ine oral rolaW walk 1. be per/ med M occaobnce with the 'Liha' oble, Daldet $oecileolions and De/ais /w the M,Iorolom of water lines and Appwfenwrces' Testing and Notes J. lo odaition to the above requrerrnehh% off water lines and sewer Imes and monhoAas shop Oe thoroughly tested by the Contractor M accordance with the Envkon—lo, Protection Rules 912"7,, Append', I -A, and the chapter 21 Wo(er Supply RWes (the more sfrlogenl ru/e shall appry) 2 No water mom shoe be closer than /en (10) feet to any sanity, sewer, or son"/or, manhole and five (5) /eeI to any storm sewer Or catch basin. POwdo minimum of IB vertical separation between wooer main and slarm/sonifoy sewn. 3 A// manholes sha/ be rocuarn tested n the presence o/ the Cngineer, The manholes sterol be tested prior to Dock/art Fait— of my vOCarm test shill necessitate repok and/w replacement of the monhole and retest Woto festnq manholes is not acceptable 4 A// sanitary moires shill be ok tested in the presence of the Engines At o minimum, the test pressure shun be 4 pounds per square inch of the highest point along the test for 5 minutes 5 fie Contractor shot/ keep o log book of of least three swkiq lies to service locations and any points of deI/Klim or wafer man h/frogs Books shot be /wined over to /he South Bunngton Wb(er Department pan occeplmce of the work. Elevations to the lop of services shall also be recorded Swlog lies shalt be properly located on Record Drawings and given to South Bur/mglon Oble, Deporlment upon acceplance of the work Erosion Control and Construction Sequence I Me proposes and sequencing of erosion control shop be dscussed with and aop-wd by the Engineer and the City o/ South 8udingfan prior to any cI—kq, grubbing, Wrjop%nq or construction of any kind 2 All erosion contra shot be ploced as shown an the aowkngs Or as Ordered by the Cngh—.. Alt erosion cantrof measures snarl be, of o minimum, inspected weekly and mantoined to /ullil the rntenl discussed above The CWIIMIW shot maintain the erosion control measures anti the Engineer is satisfied Ihot permanent ground cover has been eslobhihed and that further meosurrs are not requked 3 When erosion control moo— ae doomed no longer necessary an materials deloined :nchrdmg sils and construction debars shall be co# led and disposed of m o manner accepter to the Engine« and the City of South 66rhnglon I It highly rodib/e sons are encounfred the Conlraclar may be required to provide Aisle mollknq, gobion or r;wl matlresses to rap" other mrosures as necessary to prevent erosion. Me Contractor shoe stockpile boy boils to protect, of o mnknum, an work :n progress All a.pwed embankments shod be fapsoieX seeded and mulched as roan as possible offer construction, 5, The Contractor shall use wafer andlw calcium chloride far oast contra the Contractor shall also sweep all roods as required to mornlarn dust control. Street light to be Old World V27OJ RHADCO E C E' V E® or approved equal JUL 13 2;i fiberglass pole y Lot side Street side Rood Cr(�/ o f C� pro. de oncha ors specif d So' Burlirlgtol) by manaroclu er. 12 (see Sze P/anJ- TWicol Streef L i Zh t N T..S. For Permit Review Design 59H Rood Deto(ls Drown Checker/ Score n•t'S Summerfie/d Dote "y 7 2W9 Project 09143 1404 Hinesburo Rood So. Burhr rrR6'BS & LAWS/NC Consulting Fng neers, /arc. m• 164 Vain Street -olchester, 17er7nont 06'-"6 n era rl, C- 4 Use high strength non -shrink grout -- mb! J9z (JA 4' Wire" cared i, concrete feu — J9f 7' - 4' PIC S0R J5 rfth IB" hale cut in er C4o With f/OJh oc* rev efer. Js9.3' 16 sanp / 10' —I Removable square cost iron grate in welded J" x 3" x 318' angle iron frame on 3" x J" x 3/8" angle iron legs. Provide 4" dear opening oll sides. Contractor shall submit shop drawings for opproval a comp-'d ' growl _ , Dry Detention Pond Out/et Detc# N. T.S. Stormwoter System Mointenonce Schedule I The slormwolei system is comprised of ony porli n of the site that directs ar corwys water. 1 Catch basin sumps should be kspecled regularly and cleoned as requked. J All ditches and swoles must be inspected regularly ond repoked as rebuked Special ollentfon must be given to winter Ilene Ice conditions Cotch Basin Size Max. Pipe Diameter J' also. 11 4' Oio. 71' 5 d a JO 6' dig 36 Frome and grate, LeBaron LF748-7 or equal. LeBaron LKIZOA it slope Top of pond . 394.0 / 9WdLd / / / Fle"b/e PIPe stew; cost k place e' Pressed gasket for op ppe pmelrol,ms Me catch basin size shall be larger than ndkoted in the od)ncenl chart if the recommended number at pgoes penetrating the catch basin is exceeded is greater than 5X Slope - 1X min. flora m ova„ Cost k p/ace concrete fser. Use doss 8 concrete 6" + . �. (3500'050 between cost kon home ond precost p p concrete catch basin • v See chorl Catch bask by Comp, Griswold or equal - ASTM spec. C478-88 - 4.000 PSl concrete - Steel reinforced to ASTM Specs - AASHTO H-70 wheet food 9• BOOIed Mastic, O" connec/km orbutyl rope e. 0 EO flow • A/onoh'Ihc base - Fksl )okshd/ sermpl be higher '/ 46 i�ink. J/4" 10 T W" crushed store Undisturbed molerfa/ Typical Cotch Bosin N T.S Abr, cmof/w Pof1 enchored We the y end Adybk h" Mds ,hap " mechonkdly ff-hed a eW~ to eaeb other. submh ahao amk,p to, appro of / i/ i ------------ 4"PK' JS Nan tnrrofiw mean fec»red 1a lh4 pat! keme. z' x z" mesh'Rock" S bnp cl p !Wr A,Ib! 5t—hoa borhgf /a [pprowi Trosh Rock Detoi/ Nof to Scale 0+1' po.hg 1. m01ch ex1s1k Are Cont'-for shall be respmsD/e l,, COMI, L'.9 Po ad mpowd with OSHA - N7SNA rega/o/ka,s .. _...... 8ock/01 moteilal shag :: g" "S comae no stores greater ::: sfOhabrd Wondery than J' k, damelx, no :::. plWo, I Procla: �. I— Amps, cloy a orgmk molerkx P1oce in 11' h%fs and canpoct as kldkoled 3/18' to J/4 D gushed slave sliolty H01 £storm Tjp"cd Storm Trench Delaos H T.5 HOPE c Man Reh/aced edge ti s Q a Toe !rough - - - - - _5 -{I 05' - OI I Fxistkg ground foe /nl Stole Sfondards MkoA llOx Type no rap Emergenc�5 ip //way Detoi/ NTS Use slokbss sle net e!al th-oded /osfene. Casa \ AIlerrlol� Cannaelans & s chap be kWoded it;occadance with the mmulxlaers kJWalton JpeeMkoliOnS E10001107 cornett' Se Mbn Zoe /rough Cass .S@Chbn HDPE End Section Detoil N T. S Ppe M—le, Dmensims A e c D f'1 Abx. 1'1 1 W, 10 42 14.1 JI 6 17 47 141 JJ 6 15 41 9 J4 6 16 49 27 41 6 74 59.5 7e b 6 30 B8 J6 6J5 6 JQ 4 storm n Recef eD JUL 13 1)^3 City of SO. O 9�,rlin9to n Typical drofnoge swole See P/on Kew tar location. Swale to how /lot bollard, see site plan for width. Side slopes to be J.-1. Z 1 6 L Gross Swole Cross Section N. 1..S Af 'Men an Rbna CAM Seclbe Tynico/ Rijn Deto;/ eta Abler 1. CM1,4V/ng hmgth of —flop (1) show be 75 /eel a less If obwnspouls are used the cont"bWkg roollop area to 0 obwnspoul shop not exceed 1000.c9 /l. J The Amglh of the dscmnecten aso must be eguot or greater to the —1,, ufhg matt''" length. 4. Downspouts must be Imaled at AIOJI 10 ft. /ram the nearest' i nper dous solace. 80ding Roof L II ll 1/9 L v L �ll ll Disconnec/ion Area" Slope less Mon ar equal to 5x _ Disconnection of Rooftop Runoff Schemotic Nis For Permit Review Design Drown Checked SI{H .____ S Stormwoter Detoils Scale n.t.s _ SUt')e Merfie/d Date „lily 7, 2009 ARA'BS & "AS'/NC Consulting Fhgane—, Inc. !64 Alain Street, CoIcAester, Vermont 05446 y' C-5 1 WITS* 1, the location o/ sewer mans on relation to water mains shall be in accordance with the Secommended Slandords la, Sewage works so -tolled Ten S!O!e Standards and Woler Supply Rules 2 Sewers shall be /aid of leas! 10 leet (30 m) horizontally from My existing or proposed voter man. the dislMce shot/ be measured edge to edge. // this dislonce connot be obtained, then the pees shall be installed according to EPP, Chapter 1, Append, 1A. Ila 3 IB" (45.7 cm) separation shall be moonlamed whether water is over or under sewer. if this distance cannot be obtaned, Men the pjoes she# be innsto0ed according to EPR Chapter 1, lib. Woler main 18" min. (45.7 cm) O Sewer (sanitary or storm) Z ect bactfPl compacted n 6" (157 cm) /dyers-95X sfond'ard proclor density aossings: Sewers crossing wafer mans shall be laid beneath the water mom with of least 18 inches vertical clearance between the outside of the sewer and the outside of the water mom. Ohm it fs possrbfe to moinfoin the /B" vertical separation: 1.) the crossing shall be arranged so that one lull length of sewer is centered above or below the woler lore with sewer jom(s as far as possible from water juinlsi 2..) the sewer pipe must be constructed to wotef mom slondords tar a mkrknum distance of 10 feet either side of the crossing or a total of three p(pe /engmx whichever rs greater, 3) the section constructed to water slondards must be pressure tested to montokr 50 psi la 15 minutes without leartoge prior to backlAWP9 beyond one fool obove the ppe to assure water lightne= 4) where a water mom crosses ender a sewer, adequote structural supporl shall be provided lar The sewer to prevent of noge to the water mom. Sewer /Water Se oorotion Detoi/ N Is PAWMEN7 povmrMl ta✓m cover naked Sewer" or "Storm" according /o use. 6 Cost ran volro box ' top or app oved equal F$ev pocking between ppe and robe box. I" PW SDR 35 D-2' powq to match e.&I- the Confraclor shal 6e respoosa4 for coapiytaq with OSNA - WSNA pared tow—ed mound fly rsgr4afrons .. .....:...... i. CROSS CO& RY kLv AL AL BoN/N molerkY fA06 95X confot+ no .!ones greo/er stenolcrd t Molerlight cap marked "cleanou!" !" Inan J.in dklmHM, no !raven h,nps cloy or 'procler aacfa U organic matwkl. Place m 12" lifts and compocf os moiicated E 45° bell ond spigot elbow (4 i - �n J/B"lo 3/4" Pt2' SDR 35 crushed stone i •, 6 .. PW WR JS sonilory UM'slwbed molarid--, . _ man and services '45' wye /a in file cleonouts (6" X 4 ) 45° belt and spigot lar lermnol cleanouls (,educe to 4 ) Sanitary / Storm C/eonout Detoi/ N 75 Typicot Sonitory Trench Details N 7S From& & cover Neenah R-1642,, Lebanon LC 266 or equal 1 v 6" - Provide cost in Place steps. T Use polypropxeene I12" plastic rungs with 1/2" grade 60 steel 41_ rem/orcemenf or equal 5 Asphalt cooled B"inn. C/ass B concrete or red hardened brick shelf and invert 'low RECEIVED JUL 13 200g City of So. Burlington Finish grade slope to oyorn �•17"mm.• Dov Cost in place concrete riser. Use c/ass B concrete (X500 psi) between cost ran frame and Precast concrete manhole ASIM C478 Precast rem/aced concrete monhale and coon" by Comp Precast, C fswold or equal O' Ring gasket or Mastic Do not mates inside lace o/ monhde. MMAole shall be rocuum tested whale /owes/ pint is slit ."posed Cost in place orpress-seal gasket /a all ppe penetrations Flow base section 1f - ��al I 3/4" to 1 1/2" crushed Undisturbed mote,.- Re % To p/on view far compacted clone /ocofron o/ pipes and mverfs IQO° max Typico/ Precost Monhole 4' min, servers lateral Provide Neonouls at Buadmq service extended 10' 45°bend post the right of way krto the IS°bend 100° min. see delol lot. Capped and witnessed. inn. 45°wye cover — 4" min, b.0dfng service Distance to vary with _ ar Permit Review depth o/ sewer service 45°wyr 6" service 12: min. + 4" service = 11" min. i Slope 1/I%/l. unless sewer main Undisturbed sot -� otherwise noted Bedding molerio/ to be bond compacted I Sewer moire fo 95X slondord proctor (min.) be/are pore reared Deecrrorron Checked placing lolerol, or use Class C' concrete (2000 Abs) See french delod Design S#H Sonitory Sewer Defoi/s SSeCii011 P/Oft _ Drown Sent/ Building Service Connection N T.5 Scale n.l.s Dote Orly 7, 7009 Summerfie/d A'R"S & 14zYShW Consulh"ng Engineers, Inc. 164 Alain Slree ColeAeslerr 4ermonl 954"S ~71ar,� C-6 General Water Main Note.,. An wale, Noe and related warn /o be pe,kwmM h occadYKe with the h Nbfw AW,kf 30ec16irerAxnr and Drtors for the hslosoltan of Nb/e, Airs and AA-1--the Coo Ad dbmestk i .k- od the spNnkhr plans that we connected to the public water elan shun be "Wild occo'd g !o /hek deg- of horord, with a *-know prs-11- mnay. and an opoopriole rhs,mow erponsia, stem. Please can/act this deaorlmet for omoe h/omo/tor an bock Row to l-han eevfces. The COO Spsc;fications a pp/kab/e to h# new cans/ruc/lan and reonstracliar of rota h/ran/ruclure. Yarialkn �s from the COO speilke/ian err not be permitted excel as provided wihh the COO Spaci(colion me pp,prio/e COO Suao visor os penned in the COO Sp lfcolims shot/ aels,mhe the d-oalobdiry of any ovv /ioh frog, those syecifico/;anz Priw/e water lines one Arlwnonces soon be devgnad to (be soma standards err pubic wars, /loss and ppur/.nances. All roles ins/ I%an walk and eats dls(,bu,i_ rh W r must comply with the COO Sdwcifkcl/a, ' Delod /or this p �l must be the some as those within the oboes rel axed COO Speci/kol;o,. fie a fect shot M canslmc.d-01010, ,nohlohed and operol d h ac-0- with the pprani0 plans No Monger shoo be mold k, /he project w 1hout the writ/M opprow/ of the opprpr,o/e COO supo wro, A copy of the M a' ga,aved plans shall bs submi//wd pr1 r /o conafrucfion of the walla spfem 4nprowmentz The ob,m renrenced COD Specie ofiens stole that no rols, fines sho/I be hsfdeed offer Norombe, 13 or berme April I without p,q, pproml of the Spwhfedenf. the pprpr;o/e COO supernso may restrict work be/we Nowmbe, 15 Door after Apr# I out Mg ddrs,se roo/hsr condYions. The prper/y owner would h- to P-bw access (o Me Deor/men/ fo IA. men/ o/ unae toting role/ a'sfnDul%ah or y rspoks and no'leance or allowed by the City water ordnance. Access would also how fo M prowdad to /M Opolmet far those cob star localwa outride the City ROW /or dscanneclhq -rco to owl eel accounts p'onded that Me C/(y o1 South Owlkglan topows Me rs uksment, "I forth fit Star, Statute T,l/a 24. VSA. Chpte, W. Unit Otter and Sewer Discannocl r ,-inch and sir-hch pale shop haw no less /non r D,ofs wedges hslaxed of each pit Eight -inch pip. Moll hoe no less Ihon J wedges %,stalled of each pint Me South 8ud;,glo+ Obis, Deportment ardnance sta/es that A. wale, lies and ppurfenonces not /-also in the City rtof-of-way ar pablk grounds show, be cal & red priwl. pursuant to the -din-- and others of the Cif, and,' the Deporlmet anal/ oar mohldn any eats, Imes that bow no/ tomoh" been occeted by the City. ­1h subdiwslans that are de,,pOwd to Deportment soecir rhos and ore intended to be -Plod. and,' Awl iw/er un.s and appurlenonc s 10 1we wilhh an o #d e d'.oWal.d as restricted or prfw/. by /he WvNoper shoe be co+sis real priwte Naforkoll, the South ovdhg/an Ob(s, Depar/manl has proc(ked owrseehq the raack pal ohleonce of all -I- mans and ppur/eancea of Iron those moms no/ located i, the ROW u, de.dad own to the City alter / a gabr vow. I/ mess/ be undo slood that this Oearlm.nf ,rood any provide the as,vk, a, o.arseehq the rear and mointe, of a,/ wafer m and opourleancws offs, we how nspxled writ sop owd the h,lauta/ion of the rolw man and service Ines bendd the City owned lacof, - Me /obit, role wwAd Oe the sane as ppronid in Iba Managananl C-1-1 by (ere rnanp/ o Ob/er a 1,;ct and the City of South 8udhg/or, revised onnudl, Me obow ref erred Alba, and-forAll Merges owe h odd'/ion to any I ro iked under the 5w1. wile, Oea/menl Ora.-- such as but not Im,l.d to priwte Ire hp ants and sarh7k/s, nhwnz At (big Ibne p,;wl, re h,&.ht, owe assessed a/ 9100 per hyd-onl on -of fee,, wW !. sprinkler alp/ems ore ovesswa JJO onnuo/l, core Minis old curb stops outside the city ROW must now o Obrranly Dowd Red fan the S fh BuNhglo Obis, Osd ul-I 1. gain - - - 1w aa-l- , qq.nn , one tar d;,-h l;h9 ss,vice to delnouenf -11 pro.ide0 the Cly of SouthBurlhg/an too -the 'eau-1, eel him 1, the Stole statute Tit/, 24 VSA. Chiller 129, U U water and Sew., Discannwol" me South 8arli plan We, Dear/me/ shoo be set pity future hod copy plans hvawng tows prawcl 10 r..i w. future pins must hcude der irs anrpwos d o/cdlionr reukwd in Its oboe, r, o coal meatkotk,r Prlar /o any DuAAg cansluctlan. /ere buf/d%ng conlroclor anus/ canloc( It. South Bvlhq/an Ob(s, O ©orlmel Io ds cws City requi-ents for m.I- sl i a mete, se(fi,gs and boc fia. me South 8u,/ing/p Woe, Depofinenl shot, be honied in ad-- to inspect a, mechankot phl till, 9g moth line fps, ppur(anonces thrust blocks, wofs, the cravhgz and 1p0ng'I., to occurrence or backfrlhg 11 is o .fa liver fo dshoge MloinolW water into ro/.n of the State. Ao wars, used dLrhg Rushing and lesfhg of the new moire must be dech/oinoled aria, etw wg any water of /he store. Aft, rho/ IWshhg and befog the new "I- an is --led to the OW bution nlem, led co,seculim se/, o/ occep/d" romp/ s. looe at Nos/ 24 hours part, snot/ be couel.d /Awn the n.w morn, and submf/fed /o /M Vampf Neam Depa,l-I /o andyss A/ I s/ aneel of sampNs shoo be caNclod from e Y 1.000 fort .11" new wore, mom, plus ane se/from the .red of It,. lh. and of 1es/ me "I /Awn .ni y Oranch. All somple rep/s me,/ be subm,(lsd to the pprpr;oN Deoorlmet pia, to opening any cannsctkn Io an existing wale, Ine. Upan comp ckn of the canafrucNon pro*/, Rw^od O awhgs' anon be supplied to the da"ad-f. COO > Vsor in (ere tor- o1 one N hard copy and ane elecfronk cpy in Auto-CAD.DOC Wrs/ n 200J f mof o never Record Drawings ore 1. Ixh,de wi a lien and manu/plurs, now, and casino able /or al/ gale Minis. /ochla /ws fo all curb s/pz and water shut offs (*SO s) show O, p-hood' an the Recod Drawings. Cole calves shall be A. W. W.A. C 509 Stwldord Cote Valves with mechorrico/ Ivkrls of sires as required an the plans All .d`rs shall be of cost or dkicfie kw body, poronel brass seat.:; non -rising stem, inside screw, resk'irnt wedge construction with O' Ring Stem Seols An .elves to be equipped with a rNre box for o minimum of 6 feet (6) of corm moteriol. The gate w1ws shell open counterclockwise and be designed with o 150 psi stondad worRhg pressure noting. Cote valve shall be mode from corrosion resistant molerlols, did of/ vove boll, sluds and nuts shall be mode from corrosion resistant moteriols. Fklsh Two Piece Slide !tile east Non IdNr box. Minimum 5-1/4" inside short diameter. An water Ine and rstated work to be performed r, xcordbrncr with the Chomplbin Abler District SpeciAcaliewls and Delois for the hslaAohan o/ Cost Mon cow marked rioter- 6' min, corm Waller main Crushed Slane thoroughly compacted Undisturbed son - Resilient - Seoted Typical Gote Valve N r. s All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details far the Into/lotion of Wo/er lines and Appurtenances, henceforth the CAD Specification. " Niter tiros and Appurlenanees - AR w/ws side be AWWA aprowd inanu/x,ured 0 Muerlsr, Clow a y The Cmlracla 9nd canram hydanf spaci/fcoliwn ggorow0 soup' An .Ness snal/ be with MunkjodYy be/ore -dung. Nydran! ande be xcarda,ce with AWWA C-501, J-way post type Fir. nyvYanl assamaros shd consist Of pit anMa Ise a o Swine, join/ Hy~ Tee, o six xc'h RW open counterclockwise. dtokowa, Ahre6er Super Cenlaan 15a A-41J, gale . /.e the gbpraprfore length o/ 6" D / pye Kannwdy Cuadia, K-81A. a W forous POCK sxmed to the go/e ./w with the appopriole with Iwa 1,yi nose Parrs and one 41yr' retailer gland%, the Ike hydonl, and wprgpnole Prowda reflector in occordbetce with pumper n-le. Secure burlap bog over spoci black All h Ian be shall meet CND sci/koffons and shd De plugged prior /o Munkyal Slandord hydrant alma placed h/o ser vice. n Brant r/d/olio!. Mb/xous tics AyWanls must be hstalred with odor/an gaerolhg AWl ' ^� , ".-a-man. m � AOpsniDAr as,ion .W. box with coror o Breakaway Ph! eked ieole,' --Nb,w mark, rypxan DR rows E p --it"oshNoed war"', lip"., !r wa".Coxrele Ihrusf block fires! D/ocRjr: di c/ 6' 57 ter on wdslurbed malarial ee wlba) (see thrust blockarloi) , I cwnpocfM grow.., Q'J14--,shed itone T A12- Slone n A run o/ J/4" ydanl dmhs shde der wlw. be permarenuy pNggad / Canlrx/or soon ja-bl, Use J in poyelhylene s,rkng hies Is, on water Ave, between -I. and bends and elbows Rrfhg Awica) 7 An MJ glands end/ Oe ilegoWg' a yppro.ed equal Typ%eo/ Hyd'on t Deto%/ J Mechanical'b'Wr restra*tr with - fwisl I nuts shoo be EBAA or N T.5 Sigma or opproued equal NOTE : 1 Sews, repfkns (o wafer moms shot/ De iu ottoroonce will, the r emmsnder' standards le,swe/gs wanks' so-called len slate stodardr r S was she,/ be laid oI lest JO lest hofranfaRy /roan my .+;sing w proposed wafamoh. The dslonce shall be red wage to edge. It this ocone rl-ce / Ds oblonaM ten the pipes shout be ins/plied occordmg to these Jlp, details. J. All Is, line and rNo/ed walk fo be ps,/ormed fit occwdanc. with the Chonp/ah Ober D/ Intl speflfcofianw and Defds far the /nshlillia, of Obls, Imes and ApparJenonces ' Nbler Soil bock!/ cwrrpoc1, 6' obcl#e kon role, h 6' /oars-95K "and", IB" mil. (class 32) ss,sae vrp/ar wit+ny � O O sewer So- c osshg wafer mains shall M War /o pro wW o minimum nirtka/ dktance of 18' be/ere 0,0- Sere, )bint, w#/ be sou'vislanl and as for m possb/e ham the -1-.h, Ants when n is kndas' to obtdin proper .porol%on, the seww shde D. designed and i-strucfed so al to safe, pile and shall law pressure lose- /o rraun ro/erfighfnsn aria, 1. baorrr/hq Sewer Water Seporotion Detail N. T. S Thrust Existing water main New 8" water service -4 All water fine and related work to be performed in accordance with the Champlain Water District Specifications and Detoiis for the Installation of Water lines and Appurtenances. " Stainless steel topping sleeve shall be Powerseol Model 3490M✓ Stainless Steel lop sleeve with mechanical joint outlet, or opproved equal. Contact Champlain Water District and Wet top shall be installed by persons the Engineer 48 hours prior to topapproved by Champlain Woter District Retail Division and the Engineer. Typical Topping Sleeve and Volve NT5, _NOTE.' I Tip moy be mode directly to oticlge Mon Pye. 1 Topping sodrRes shoe be Tefibn or Epoxy cooled with stainless steel strops, bolts and nuts. J AD brass unions and odbpters shall be Cambridge or approved equal. 4. Submit shop drawings to Engk,eer for oil Camponerlls of the wafer system. 5 N possble lacole curb box in grossed area If not kit grassed area use got& wlw box loos and set Bush to grade. Access cop �(, cross coon Short section of copper /ubk,g with Iemporay p/ug to be hstolled of the and of each curb stop. Remow when fire is exlenaed to md'vidrol -Rs,- See water trench detail for bedding requirements relescopic ERNE curb box with stainless steel operating rod or as goprowd by CND aged the Engineer New corporation Cambridge Bross No -lead bros.% or Department opprowd egro/- Curb slops shag be Canbndge Brass No -Arad bross� d Department OPPIOwd equal frost loopy / r service 3 4 IkveService k coo Undisturbed solTJ x16" solid concrete block Water Service Detail N TS. All water fine and related work to be performed in accordance with the Champlain Woter District Specifications and Details for the _ 1 lnsloffolion of Water lines and Appurtenances, 7 henceforth the CND Specification. "atJ/x- - 1 Jya• +lone Are I virtu bed apc*r rh slCltan-d;,Iurbed earth Ehwlran Nof4x Anchorage of YWwx 1 A /Arun/ black slide M hslaWO of de wale, anon bed% ed Cop% and real% r. P ecarl thrust blacks ore -4ar acc plabel. J Use Meoo-Lug nil its/ oAa,d% o1 ale rilk gs 4. AAec/noocal pit rOrlrah/1 with lwhf d/I -1, shots be, EBAA. Sip- a gwoNd squat 314' - 1 1/I" +fait. Use mega -lag fohs,s Ninlmum an. rut// l qlh o/ PN. Und%slurbed wig 6uryd qoN w/w Crushed stone -d cat- ruPb-A and ancl,ar ( burwd j gate rdni Wfou oDovsJ - 4 6' (152 -) m! -9 W. /Arch wallI '-' • (take,) I undi+Nreed so# I Yb1w/Debd Ind RWebcer Note' PKK; Jem# (mhknumJ all --, hr a. n (hr✓rl block, acks antl PNe/a fillings to pr.wnl Dwrd concrete rhos not c r boll% alc. of /,'fling,. ni LadU-Li-to# 90`,43', 11 1/2'. or it 114.9.ao Minimum Area of Beorino Surface of Concrete Thrust Block fin souore feet) J' I' 5' 8' 12" sot cONDI mON SAFE AFARaC toeaRsr/ 05 0.5 05 05 03 1.0 J.3 1.0 0.3 20 7.5 t.5 1.a 40 5.3 JO 1.5 sound +now, 10,000 to 1..0 to to 05 JO 40 r0 1.0 4.5 6.5 J.5 r.0 10.014.0y3 4.0 &10 1.0 1.0 %t5 r5 t0 J5 50 30 1.5 6.0 63 50 r3 1Jo165 too s..o15 r3 I.3 r0 10 53 r.3 4.0 r0 9.01J0 y0 JS Oil 150 Q0 b r,000 JO 4.3 r5 4.0 r0 103150 60 40 /8o 25 14D 70 9.053 0.0 l3. ran shy 1,0010 ale awm Res, an+r,n ]alb Prr /n44O RECE'VE D JUL 131Cu9 City of So. B�lrlington An water line and related work to be performed in accordance with the Champlain Woter District Specificotians and Details for the Installation of Woter lines and Appurtenances, henceforth the CAD Specp'cotion. " Stainless steel topping Shrews shot be used on Asbestos Cement (AC), cost iron (Cl), ductile iron (DI) and PVC C900 distribution moins. Sleems shall be Powersea/ Mode/ J4904I✓ sloiWess steel top sleeve with mechanical Joint duller, or approved equal. Thrust Block Detoi/s NT5 Ar wafer she and rwbrwa work to be P Ao,med h aca'OrabnC! with the psaplak, kb/e, DNNk/ Soenko/k»s mid all r. /a the hslawa/Mn oI Ob/e, !hit ed Appu,Irnonces " Drp• paviq tom /M e"arn "MaTM Celror/a rid M with nsb/e lot MJ:+o paged urw^`Tr O' OSo- rUA fhw SIU repr ..... .I rk,a, bock/& mwie,xf side onto* re, rI- greater than J' A, dh+,e/er, wa NF lore% coy a organic -1-At Pkxe * I?'h0i: o+d ompocl m hdrolwa w/x urn inn Ain for AN to,exw,w nopncnhg anda hi/hf bock IN _ Rw„rM*g Son carosiwness leslhs is requked /a sAgM4 „I water the 1 stdtolion, or the aye 1 shd6 be pity wrapped 8' water aye shag how no is" firm three Bross wedges k s,~ of each phi. (See sb But,/ Nb/e, b Dept. Slandads) Dude kart, a 37, cement alined ... _ Cwmpacl under plse U� fuvb.d mq/e,bl Ewowre I -A, /o wppar/ Praw9hp m& S' bar% ph/% aid aye eprdey salad cushkn over loop. Typico/ Woter Trench Detaft N.TS Fur Permit Review Woter main Dote revised Descr,p/Ior Checked Don Design SOW Woter System Details Drown •Salt Checked New 3/4' service lines shoo be drectly lapped knto the man. Scale ^•/s SUmmerfie/{J Dote ,.ally 7, 1009 Pro' cl 0914.i 1404 hrhesb,,q Rood So. Burgin lore lrermont ARF8S & L41VS1N6' Consulting Fngineem, Inc. F. C- % 164 Main Street, Cote ester, Fermont 0544'6 m 41 I / , I Exislxg swop Existing Swale oYo/ntng oyoxyxlg to t Hinesburg Rood Swale Lahr of Disturbance (pP.J I \ \ Potash Br I II Potash t o delineated with barrier rope. \ CI _ o I Cb 1- J77 1 \ ' Mhmsbury -� Rbod to p9task l�eB 14 \ - DA 'Avg. Slope \< 3% 1 R�i Open /ie/d/meadow - g , \ ,ram AA- �." _ ��� VeB 1 DA#2 \ JUA 1 •V Avg. Slope < 3%Openfie/d/meadow ^;ty �{,/ �.�� an / °• e DAfr / - t� Limit of Disturbance i Avg. Slope < 3%�� -(to.) delineate, with - Nih9t�� barrier tape M" Jab e4 .� M. Jses� Open rl"meadow / I Ja &1stMp Powd dr .e"oy E+. O' cw �� Ec WADS I - Fx. 72' LMJP M. 1 Existing Building - pale JD9.eJ Power y M" J"..J2 roi0 —.00 r ,- _I,7 M. J97.e1-+. I -/ ,µ , Exhns hyt*ont t I O Concrete monument S E btMp Po Pork/nq O /non pipe � � Oran a Oaw a9 Open field/meadow r = < � � � � O CigAl post Aparox. Property Line nreed. X M r i - —W— — 0'w-- Cisf#ng Wo er Lhelgle wlro root. \ � c,e" na - m29+ .r — O— -NO — Existing Cos [xne VeB � �/"Existing free /roe j3t Exts079 Sewer [mil onhde t to —nr— —ur— Existing.4-1 d/tNepho, ...,.�, � -C�- Existing Slam C xne /c alto basin _+ VeB � Exwk9 Contour Existing lent, ti-it of 1 / J .•� - - - /' / \ \ \� I • ♦ . � � . ce to be demarcoled t w,th�borr- tape floggng (wooded oreos only ) Exhlhg NAfesburg � �Limir o/ Disturbance 1 - IPOod lllO/f ad'0�9%Ig ��/ delineated with barrier lope. _ I to A0100 &oakAMOS- M" 40271 s [b tat � �y��-Y Yam` - -/ '- - { �i� , �� _ _ �-- - - IIp� - I I. Rewlions are based on on NA 88 datum v / I i Cafny 08rhnr� _ - - � _ 1 / \ � � - \ ' 1 2 the /ocolion of underground ul�7ies is not warranted to .m 6/7J w i_1aV 1 1 gr .«+Imp �.nc• i I I \ \ I ' `I be exact or complete. Contact DIG SAFE Prior to any I I I I 1 I I I I excowUon. J This plan is in no way a boundary surrey. I I -I I I , I I { I I Dote revbed Dercr0600 Checked Dote Design SPWEP— SC Droinoge Mop Drown Si)lt/W 5017 Conservolior7 Service /- • a• JO• 60' J20' 1,0' S017 CtOSSi/iCOii0n5 SYAIBOC 50/C TYPE HSG Checked Scale Summerfie/d %C' Erodibi/ily Roling Dote y 7 2009 VeB Vergennes Cloy D 0.49 Pro'ect 0914J 1404 Hnesb r Rood So. Bwlin lon ✓,,moot BAR SCALE 1- _ w For Permit Review KNEES & LANS/NG Consrdt/ng Engineers, tnc. � , --~ ,,r EPSC-1 I" NO& street, Co%hester, VernWntO"M A. I I Existing Swale — I Existing swole draining draining draining, Brook to Hinesburg Rood swole _limit o/ Disturbance t I ` 1 and eventually to delineoted with borrier aceart . R 1 I ebimenl, 3 Potash Brook s i �' alyd x, 1 �iexd � POIOYA �'OOA' a , oloalt BrodF� M _ I �\ I -- --- �ss—�' ; /M rant ---- '�� Ram JH1N xisling Hbesburg \ w. r Rood swole drommg �_ 1 to Potash Brook / axr_--S#tZence-- I fence, - - —. ant fence-- control (t,p.) I frd J sedbnenl 1 Tempdati Iton b� lope 3% _ _tar1. MUM (� ' �i \ �� eB Open meadow esMwti. V��\ fie/d/ — — DA#2 i L eesr�d open iLe/dime w Avg. Slope � •n, Power pale - 71 .Survey Control Pck*t `�� Ex,s/ms h s i�nc � DA#1 t = � � QLimit of Dislaraance xt >�l enliana IJ�I AV . Sl �._.. -(i>p.) delineoted wit o Concrete rnovwmenl .ne - borrier lope o "A Poe r Drdl%t 90w Ms �� I � Ins 1sa Open fie/d\Nadow - - T ege Ex. e' o w 1 1 L%qh/ Pa*I ------____—� /� v E. 15'ADS My J99.SJ _ oQ — — Apprtx Prcpwwt fy [e ,. _w— _ or 9� »'— Exis(iMg Nblar Lhe/gole .drr — c— Cx*a g Cos Line a Exlstng Irse Txle —s$ EWSM79 Serve Lhe/monho/e I� / Ej ExillMy Po PwkMq Ex'sfing NxlrkN/fNephone Open rield/meadow —s = - SF--O-- Existng Storm Lme%OICh basil Exlsthg Contour MW i Existing fence 1,eB Ldnif o/ alSed with bo to be Y dem0/COled with borrier lope Or flogging (wooded areas only) �1 X%S/XI sw0/e �—"--�+ Silt fence sediment contra/ 0 ' ol'oinin9 !O 1 Slobi/ied cons/ruclian BiOo�L' entrance Nolen Q J ! Elevations ore hosed on on NA VD BB dotum. Existing Hinesburg I Ling o/DLtturbaxe (tip.) 7 The /ocolior or underground act Ds is not rioroto a to I{ Rood swa/e droinmg ` drTheoted with bcnkr tgew I' 1 (O Potash Brook _ � — — — — � � � be exoc! or compfete. Contact DIG SAFE Prior to any excowlion. This P/on is in no way o boundo y surrey 1— Ioz II \ . - dalineolM Oy R Coley 08riw+ � _ ExlrlMq lronx/ mr � IZCU' ♦. 1 OIIP � � � JIMy hen � I I , 1 C Mv. 4ax I I I RUC ' � I City of So• ewnin to� I I PRE CONSTRUCTION EROSION PREVENTION & SEDUAENT CONTROL NOTES: AU sediment control measures must be installed ahead of initiating principal earthwork Soil Conservation Service activities for the project. Soil ClossiAcotions AU operational stormwater treatment practices (e.g. ponds, grass lined swales) must be Oer..o a Dscrrolio- eh.cra Dots SYMBOL SOIL TYPE HSG K' Erodibility Roting completely stabilized pror to directing runoff to them. —_----------_.._-- Design SNH VeB Vergennes Cloy D 049 The Contractor shall stabilize any portion of the site that is being worked and disturbed prior to Drawn MRA/.VWi EPSC —Pre Construction P/on beginning construction at another area of the site. At no time during construction shall there be more than 5 acres of exposed soil on site. Checked 0. M. 60, 120' tea Contractor shall be responsible for aU erosion control measures necessary to comply with the Score I" = 301SUmm erfie/d approved Erosion & Sediment Control Plan and Narrative for this project. This plan indicates Date ,tiny 7, 2009 specific erosion control measures that must be installed to stabilize specific locations of the site. All necessary erosion control measures needed to minimize the discharge of sediment from site IP,oiect 0914T — — 11404 H,nesblq Rood So. Burlin ton,BAR sermon! .....,.�,4....w are not necessarily shown on rise drawing. KRE6S & LA/VS/NG Consulting Eng/veers, Inc, SCALE T' s io For Permit Review 164 Main Street, Colchester, Vermont 05446 EPSC- --L toil of Dist.", ItYp.) •1 e Contra ing and storgage area during delineated with , -r lope.I'anto, sebknmf ` \` construction or we Summerfield Lane and shared Tr 4 I infrastructure will be on Lot 1. Staging an � storage I 7e porory sop 1 \ areas for individual }Dose coruction will een prat E I stockpae ringed - J • -a_ - ___ zJ sill fence � - laic-ott�ach individual"%t. -,, -__.-_ . — -- Ai rF fmc. �------_- - � 1 t!i - _ �g \I -- - /d bmof.Y f _ j!O'r.cdminn Loll /-b. o - _ ____ _d-�'C� r-roman! /d In' - - �% r _ -_sw hhr r� '1 wan %ter o/ rn C1r w (� e N / ,� ' se✓,n ftwrgrm. se, .a+A .mxa r a w w Y- a _.m-_'��w u -� i - J • I l l/ / i - - _ -- _ _ & _ �LL.1'�t I __ .w apex \ N - - - - - - q I f lepce 1P) ' ' ,". I1 I I ANlefbe I I I I j j I I l et con (t I-� sfM:wenf 5' /onamc contra, (fa,) I 1 Lol 3 I I �aN.mrrf�iN rM L o 1 4 $ , I Ro r ! -1 _I•- 1 I 1j 109. 1 I I 1,. I ' _ - i' ' I eNi'T'er.fee.cyy �° Temporary soil 1 I of Sarin / \ j ./ 1 11 �a� �� / �) •�/- I - - d T slocz/e ringed I I I IS', �e-.- 1 �AV/� S/amro/N . ,C I I I I i• l., ��i Ibr rn silt fence '-' ',> � C I ,"/ oae,gdo✓ne I _ - / Pot en1eM 9 CRY a/ I _ i ,byy % �'" �f i /�\\swT Lo r e i � \- � ��� � ]M � i ✓r � b sa �rl° �� V�f"� (: , /,yj• .. car rr_.w.d -�� �.L / ,.rr II_.oxo• • \�\ `�/ q 1 \� - 0 5//'%' �` '_ ,oJ JUL 13 \ em«n.m IF.»..e' \ I r'r�SJ+ _xo+ � / I r0 _ _ i�w /- ��`IF r /ice •� / i_'� \ � � Y QI So. Burlington i / y-•F ,r / 1 .'" ! �_ - 4¢ 1 1,0/ 5 i sz+°c / / EROSION PREVENTION & SEDIMENT CONTROL NOTES: N ` A ww� r.o n..oxe / � r � 1 / u.x n..w.s' 'w � � � tr..rrnt I,_xw.d / �' / / / � 1 /P' � / _ I , i 7o see, ^ \ ti A# w a-1,W a rove oe cb 6l ii W et' ,M Cmnarlars sr y pro, to cbdnb .�°' \ / . / / ✓ +.� / / i - 1 1 AN so."wnl cmr,N mm✓rn m✓sl De htlwn an..w o/ haF/Fg prFcyN auroral / / Ap / / 1 ben ri o/ cry ocN.aies i Me r ir't sr or / / / i // / '� gr } /+"'i JI So✓T 1 AN Naukn -1,&, tlwt De F,Jolbe - damped F the P✓bt/coran n.m d SY we,d, stabilized- / 1 - - - //�/ / 1 \Aron. /_B L, ? e,W s wtv erorron A+.P,w/r t ssdame,.r cared ono m mcddnce riM - - . - 1 slruclion I _- 1 -1. _ .. ..[�� .. rNG ` -"-- i // i / sr \ c Lhrlf of D(slpFbpree I �. Mesa t �t ear Lads MirOnCe ' K_ '. \ ^ �/ / xr \ / ��' ( d!♦IrjrfDl,Qd IyJf/L fie the s'�aM /hop M [bared and grubbed A6 roofx in mOs me oNelerious molwk i, ahoN I I r / T`C / / I ( /�fx 11 1 1 ` M ton- lido M. NIe. M. ctrmld New minini,e ,M amount of dW-beet n of my Lo/ 9 3 M tern xta flat NwN DI 0 snot» m to, ata, s �l1 medoMed et' Me En/ Me cm/ tnu'I -o, o son cover meos✓re n m/iIt or the . eel amd cover b eslabkr- me ,hat - o o t,,/ war de no/ r ed // r M M /.` . resPmM- N the Ch see PI Codohold to empty pproftio e,arkwr antra - � 1+00 ... � � A/r,/ a 5 5 a $ I I � ` snoNr m mete d-orFpt me my aloe, meowres - nx r /o ,ram eeosrenl m rile, f w .� - -1 EW ltng Buemny - - - -__ _.-� _ - r aG - AW :� a 1 ..wxa �I - _ w� - �� \ [ AN apNOMw,d sfdmne/N Mrolmsnl Noc/kes (.¢ PmOr boss /ha, srGes) muN M 1 / cdnphlNy sIMNY.d pot Ip aGK/h9 nrro// to Mwm. 1 5 AI de- o/ dt/✓rbmce mutt Mw femPddy d lira s/abiim/m Nlnin JI abp o/ hi/kI nC,/wbmc.. Al/er Mir line my Uss/wbmn h Me area must be slobkimd n/ the end o/ wain day Me IWbrFq ..[pliant goy/, :) sladlvot.on a "I rpuiod it trier is to col row the deo etT 1e ha and Mere t no axing /dec-, /d the x./ 1e nave: c/ p0 \ �r� II SfMarol%m h real rpuFW R Me role, , occwrFp h o se,tobn Fed ercowtan t e. e 'I 1 o✓l/el rn o ago/n /7 /eel mn-kaofn, ull.Y Ireunes / / 1� ) with o d PeofN (e.9 havoc / do/' Y ) .I I 4 ; y \ y \ \ °ar _ ` " ♦ / 6 to oq /.,9d trice t/a6Nof my pot o,e a/ Its tsit Inol is DeFq raked and des/robed pwv 1 - 4•. _ _ "� - 1 \ _ \ `� k / ' to r, ba 9 cros„✓c/bn o/ mo,Md dap of the tile. At io /ins dnhg cros/au P tow '��I _ -•w / _ A / v \ J �'vt��♦ A j V` MN. na mare Mm 5 a of Wit, t,� m see c�Pt f. sPhoeI a/.acre Pn-. I I ♦ . �( .."� 1 1 ! \ � _ �q,� � C .�` `� / 1 /� snonn m rnr a✓ s h nxessdy Pr:d to mo»,p m to the nett Poore. _ H_ ♦n 7 Cmooclo, rho' be repmtab i w Notim cmlyd m.oser- oecard, ,o [dopy ran Io- 1 / rr_M?7 I I / I / .,,. We 1 \� -I� - _tlr- _ r� / / . - - �rb> \ / I J I I Its go ._ f -an ? See--' C /rot Prot/ and S-1ali- /w Mir Proect - rM - I ? ' r--a P-4 J_" (.) _ 5/dmwrt., Runblf F om C-M-1- 9tes Mis abn 000tt gay I II - .at _ _ ♦ ( / / \\ a_�' -c�oi qr w rI � /noc�or r Din. s"t. BAR siren" N�oseison coolnvNtl/nMorwan Mosaoo rr o,N,nwa»ire •roe \�' A .il Et ascnd9e at see+ne,f nor sit, de .w/ neeetsNNy slow, m /M borFp 7j ,d ♦ \ I \ LO( ) / I I 1' 1 \ I .emanl IF .sus. 1 \`I I �I I ) �k. I 6 r..w• (7) ceeaooioe ao,, at ;M� t �imr (2i) fi w o/ lM w d off a slo,aI wni F I , I/' o V-.- t Ndmrole, flan Me cons/ruc/ior raw. /n I I / I I rr I I I I I er✓ b, F doe o wxriwr rnNi M ♦ \� - - - r7� _ - - - _ _ I I I a ,.m"� s`tr- ws'a • 'O \\\ I o I II /? sae di d ar", me oraoum io ,M ch m7e Pb, h ribald. Any o 0 r rpo r _ t II I a - - - - -41 - _ MmoN rr- c st-lon Sner z o, cenNN ne m,r J-voaa (x�6I d sldmrotN ....11�� / '' I d modir o/ans shill M 4nmedalNY cam led by the Cm/roc/d. Te dr Si/e Pbn I , f /. 1 Codehotd riI M Polr4N O$rhn (J13) AN hrPacrrms and r rhq sow be - - - - -' - daoe F «[apace r:M Senim 6 pot -- ---" M. 10 1 I I I to, rMerdl and \ I \ L I 1 I \ _ q boo or by M. C 9F_p M- /f aiPNt ~ txM-oloofsey :N� - riM N.w ,md,caoo mremol I I - _ - _ - - - - "»` ash -!9s- - - _ M seeds and loop wo, sfo6rrred to mhh 4v rhd dW stdmralN Nosbn polmlial 1 I y /w the b-0 of /be _ •at - - _ / �x.�. I - Cmlroc/d rAw mFinire d t boo e N w /:.. A. dror rhaN M reeaYd and .II \ �I I Cif, o/ Soul- _ - - - _. I \ / _- -- - / m.khed nMn 46 haws of /nar aoF¢ 7empddy r1a6R;_tk-, hckedbq W-Abaes la' I Burinq/m. I K _. __ -- -- dam Mot de ero/ raked /d JI L -_ _- - - - - -- la d ode. Re/ to ANw Stroh A to t I 3= w I- - I Setback line.. _. i _ _- I `\ ASI door of d.'r w0� a .NrwMbe PNmmenll �� wNN�aeiSed - � - Possab -- "\�[o em / fd / /I and 9merd/y o4hh 4B haws o/ /he beghn 9 0/ ercorolbyil. AN &I bee, dam that, M Limit o/ Disfurbonce I �f` rr' d I- 1 / r tap I ✓INiJy e- I,, a dens„ c "' _.�( p11 \ � .:I ` �r,obNirse to mFmre rFe and r/dm.olN Na� ,.n,w Sfoba;.,la, �to'r IIIAae pots 1 1 delineoled wNh bonier (rile me bene/n o/ [oI 9 / _ _ _ w hcNab mtrkn and nellFg, Nd/A ATNicm Notb+I o/rd ma/rhp, ��I/ 1 / - 1, \ /I ` ' �� � c ✓tow r/m. d grol.[ d Po..n•...1 e.r.te of the CRy at Ac lobe memodr of Nab - lid. Mo9 ixlwb-."'i'q fah notip) (15-7 for PN Mr NOZ 7/ SoWn bWbp/m Erirfhq MY/ro�M� /.l, Y-v' •� _ .-� , Y' - .��:. y- _ ,/�- - - - Drive cola mor/F (see awns moll' r ot[on \\ wem, ft b ,��( �` � ..�pr •I oc� Q1 9 rW spedK s), n✓toad slmG \. Cots 08riw ' . V-�V`� - s i:" I frthn nuns/rimer 1 1 ! re, °•,s o� rw- er (concrNa opnNl. NcA rNgMw LnP«m.mN 6%7! �g q pprowe et' rn. [ gheer. �''�FNbfFy /MN j- II I 17. Any 6-oFope rrakr riM o rkpe preotN /bon 59 rots ✓m rlme /Phil sfobairorion So, 1J Me Corm[,- sn - red 1b, aalrstt -1,1 F_ aril r. I e1 /. 1hm ;n air aate,mhes e, i,,d Ie Nbns ae deemed no Ianger n s X w - - - Approc Prpe,/y Lhe �y, PO.e, Pob moleriNs w/ohed hcNosrq sits and croslr✓[lion r✓rq// astir, sow be cN/ecred and WinterErosion Contro/Procedures: 9 No m e trim 100 octet of dal-b-ce a roared of -, tine Mnq ✓ 9C e- Eehtinq NbIN /gals a v Slme cnecN obnr oiiao . ( F o __ mcpro6te fa M. fn9Feer. Nphle,rmce - AN s/wbp tiros sow a mmRdsd by Its Colrmld rFrr�wrslrucrkn. Su,»r Ca,Ird Pain/ 15 Me Cmamld sow P, iOr Lnbl r J' d w tors bosh, (e Wi ( FN my oars rote pwtoM od Mfeeer, October ISM and Noy /st) orW foe EngheN (N P M_, m.rd a eslaNished h Me rprF9 Me -�' - M-- Reiland ebte, Loi lgal..a.. e, ec roe dam q as l Mot Cmfrxfd od Engineer sow 11kat, Me Nfe o//N o IMr d io n:lam to So- dW/br k. -1 M rerttorbd /a be moll. one A.M Mkia- N/d /o X% fwislirg nybm/ co'ecl cros/roc/ion rile s/dmro/N runo/L Mbt pro/x/ro+ /d net cols OosFs sow M )W(w F -kn c Ira Ndrol/w.' rho Cm/rocld shw noli/, Its EngFeN R mY Nos/m cmrrd moosur- -5z - 1r Wk,9 Car [Fe p s n r Sloe FNI profeclian creoled :mmeoiWo, ofW Frlaool A. Ober[/ire - My site lark pert ed titer MM October 15M eL resdl n eg Wad SOO piled to ct h~ -I,. 7M C.go - sow inmedblCY knphmml m, �� rrArtA N Norbt rat/rd r/ae'bo/kr aglow /o .0looeed -ft s• :tS door rd'm / the rF,w. lnh /r a OOInIioJ /d Morbn rM Mr eh/N. 'be rh/N Aror sAw Ail/ M o6t Wpoo 0_11y /r tM N6/Itq ebfeafkn 6-h. --6 f - Nor Cos Lhe a Concrete mmwnMr J6 Me C I,-/d s1w step and role, w . Wi sod o d net poro 1 OACY to to, Y n9Ln LinYt o/ drlurbarxe to M moFlph 4es/ co/roL C✓tried sloe InrcN turner and srobluW em 1r ion en/rmc- nraugn Prrren -go Milner N-kn om/,d meotwer bed D the E Me Co"11- d e,-ian ciV m - aid r ore F/MAM to preronf s.dknM/ ndn .Ynrtrg Its cros/ruclpn snot' add fh /AraugAou/ hl /N alter Ihoer d solos Me /�(VY1rYY1 EiislFq Iree fire O hm Pere amdm/w efts baron /qpe ,me 0.rilq Morn dId ,ahsfdmt m,acn dp/n row M Maghl p to J: Me mWM and se,/ w NIa' br Ilivter /af riff Ne/ion seetrenee d Nrygkrp ( bad days ody) rir be .°we're° o/ oe N/e occest Pohrs ro New-/ seaamm t /trio Mockhq o//-tine. Iohrd -N o pNmamn/ 91-Id cores h-lodhMd h Me rNi9 - i - t W - E a/hq Serer Lh / mhote - OroFo9e Nor C ✓toed t/me N nerd to be aWbd m� rpbced - xdinenl Durdr ail dW mFinim t owe, Erin Cm/re, Sewrenca: Me rite sow be remrekhod od r--Vd - rvgki.d to-/owi,h a (Fur earth work in be perfonncd bawsen (ktobcr 15 Ihru May 1) I d loop[- Me el/ect"_ of the srme Te OI-Site L'aordFotd NIw M are be Marion car/,or a e I legaied for 0%lo' .411, t permarunl W.-d mrrd. 7'he only arws proposed for winter comlruahon are indie'ido.] houses and �5-5_0- PloPOJed Sera- Lkx/ a'rhoAe Fhisn grox spot Nero/kn e__ t_-_.r y„ Inca ted:+renl canna c Nruc,kn - hawed et' cc,Me, 151n If a /re,marw des - M be, Mb*lweed niter aavuciamd utility installation on Lots 3. 4. 5. Z Individual lot �•' - r.� Ehthq e/crnkN/iNepnme 4 silo 1Y Al crosvucr/m she xrou roo,n tow M cmt/r✓clee F xcdow,ce tiro Me [.I Wh9 ,h. c &-tot row mow. e y ofldr to Dml, Mere de- of dallwboa- 5 Genera C-11-Ikn sMOoto,' ea ociatedu may n into the winter months. Na more than one acre -r r St."l-d C-11-l' FNI-I otrloN ny - rat - Nee ehclrkN//Napnmo SttobAWd fmr/roc/wn AN 5%/e Cmfrm/df s1w wbmil ,o the Stole o Cml ac/d R A/f sM✓cl✓rot Cr-ron Preronlian me Sedrnm! Cm/id me -was sod/ be hrlaNed Mir fo A. cmr/rucl #1of fool. cot/,✓clip- enNmce; t)/ / ce, [bar Mws O [,writ poll /,nice !e e,, e 1 / Co-Perm,Ifa. d Meefh B C-111 n sN1 /once terrier. total ollowhance will be allowed doing the winter months et any one time. -sr ia- f� Era,h Sldm the l n bosh grmn b -- 9 �n c Slorus /rim Niar to e'9:mrh9 cosrruc/Fn. F oaH7idr, Ins Cofrocld, ar-AYe C. CmrMuc/ iW/ No/ec/in cowl o/ w colts O-krs The f011owtng is a general outline of how winter construction will proceed -Sr-57b_. Plpo-d Storm [ire%olcn Dorm C-OMM, and engk- raw now o Necmf/r✓c/ion mar/n9 ,*to Me Store able, OWNY 7 hslw SW Fence - Sel / ce NIw M its/need o Mi, do-ho, sae o/ M. 'F1e, a 0-- Represmlallw and Me Cm/loch, sow rerbr erosnn [ono, mealy on an individual lots al Summe�eld Lane' E�.,h- ,_ /o be`9 n 9 _M_k Mir meelh9 s-al/ be a-goot of host 7 were, Cmt1- bn daps and r 0 tlockpae den -morn m Me plot, by Oclobe, ISM. I/ M. - Lestoe a y ".Trove W /ro✓ - nrs,dod \�- 1w mg Consul pear lob M✓ li- ground h mnpyen foe lit / n tow be drq iI - name, // Ins good h /rore,r to 0 S. Fpec/ian - fie A -Sire CooroFold row be re polsah / revery - e b kvmsfian. Ornate, fo �y/foled dsa d rfdm pod eghnilq corer tndbr dpM (1" /0 6 % roe -ffi rod/ M pone uP ri/hob-kh- Me bock-- ,rive Nift- irrpoclkns a ieq P ;b ruts Me till is slablired puFo - ".A* afobAbed tort dos wound Aaum. - " - ' SJo' - M'oPasad Cm/o✓r rdI /tom Ine-s,ructan rip and Pro ,n. dove uMw MI sal / ce sow Men be sal [n m-gong cros/duc/bn, MI 0-Ale Conraho/w sow be r000 oo' to Rested 0oo, - 1 1/7'-7' -,hod stow. . frhlhg / ce For Permit Review pbcs urhq ✓nnaren moJe,w/ or ballosl. Clean soot lw end, be O.Thf for ✓ss - "N-J Oa --( dory .1a,641. 1 -Mod, to holi oll co aknce FM Me Frfol/ ✓/i/ifhx role,, rmiJo y and slam. - needed Me ,e,nbhF dooN sow De pI sd h Ine sw stock .h dea R Me se,/ / ce is opem,d perm/!. // m/d-wen t!/uo/tor prawn/ abNy riebh&.th, the _ bmkn/ ✓/Nfle. rough grodh d backlit/ orourW the unit. !VOTE" 9 P 0. Sire C-dhold N7 be rerPmsab f camp le Ndtm hspec/ion ins/°/ mJ Nloeo✓s ✓IN%Iar [veer, Prime etc Oaf. -too, De,ciiplion Checked boll not h prow Mi a me sop h no,m /M ercaro/ion m-r M mow wirp mecMnkd h occdew,ce v11n Fiq✓de 6-1.. AN hapoc//ar sneers sow be Idol o _ diww,a and owl, llre /Ocolion aria 9rodiny pattern o/ buad�ys aria drirrCWoyS On memoos occgblobe to Me Engineer. Sat / ro is nor m occdolobir /rim of c 1s elioo rite and be oroao6h pan re9rnetl - re, gmdhb topsoa, read and owlet, individual /O/S ore ShOW7 /or A&IStrotiVe PurpoSeS and may Mry ,toil i c1 1 To rrwrr polar or oftf rot ty F octi.- w o me,/ -1.. Maur d Design -514fY J 5Mba4,.r;- - AN oW,& dam n.I hr h Wee, C-Nrucflm Yiw M seeded and �/Need ear nAs/ 6. Nae/O.d d Its NW of each rdk per rqA Its Within the bu rot%py procte. The purpose of /his poop is en EPS'C Construction Plan lo6Nuq Dy Ocrobe, 15 AN dens drlwbeat drrirq Wto, C-,;t c - sow be slabaied kolb++q ter W11- t It - P-W7.1br on" 7e Aare tr =, depict me/hods and ProCliC'es to be used for erosion prevention Drawn SMtI �Y 5,abNvotom m.Mo hcMde mNcnib riM n ,aoq, w trice M. ndmd d.agnsd o°W of I& eusvne h Me - eW-O w also w7AF 7' hare; bye 1. Elero/kns de eased o m MAW M dolum and sediment control during CLVlStr lCtio7. Checked ,W;c,f/m role (4 1ms Per ocre), oler0i d er Sk4 c llol moflFb re/g,I/ed knpe,meaDb We0r /- b not nrcraorP 2Obtwesd ore- 1AW C wl oW -- .er rrfwt -bl[ stet. be Apt' btrrab/bu N goeae uINp 1rwKMt ion of ✓sob: d ,/albs h -1 rwimled to bar' ; cr✓shee The powhwry es fe, Rw e. of Ito, Nc) d o,nN me/haes oppro n 7 be bcof' gro✓n Stole = - �• Surr�merfie/d by /ha Fn WA,,f Me seed f 4 be pe, Rye lewd fie Me row be nay d Nrow, and Sty/� ^�'�� �w krpA'gt torMkq Nporp warn wpn Nwbn be arm/ d <dn ble. L'on/xf LVG SAFE prat to, my O JO' 60' 170 IBO' tow O< qpplied or a rote o/ s /nit per mra. slob lad Me mukn row be A•arNol .Ltl �/� mdtFp m✓kA:p rRA we,/iq N /wee /Ar ndmer pplkelien ercoro/oon I�., - -. _.-._-.. -- - -- c,✓rove floe d riM Nd1n roll (Jx N trI°bn/N hlrNntrilese OorrMi � � _._._ Date .Illy 7, 1009 (d opprawd *,oakSC Any Nees owl S.T sne,/ M NaeNi,ed of J Mis oe bondp, ---- AmNkm teen S- (attar R coca✓/ roar) ! -ion c Md B/onkN, d eppdorM eguar B to M Ply sow be We oiooab o w N-hn cmMd meosur- necessdy Wm h F no r o r fur K---.._._.. Al snow sow be removed /trio des/wore soN ONwa mukAhb /o coma, With Me cpprawI Eros/ 1 SMknMI Cored PboI and Pro ecl �914J 1404 Hinesbur Rood So. Bur/in ton, {fermonl Ndroliw /d /nil proyrN, fiit p/ Fdkoles spxi/k N-ian cm/re, 4 lbvx and b/w Y ,ocolans od /o/ gdod'nq rims de - mem✓r mm m-r x hr/dld m s,aoair peolk bcolkot of Me tee morn r aaso-diw PwPe- E-1 bcaumt of notes KREBS & "NS/NG Consulting Engineers, rocs AN -Kerr , e,arian am,rd mea�,d- neeard ,a mhinor ,he dia'hdpe and ties ,t my ray BAR SCALE f • - .w• .1 r.d nenf ream sire - not -o-ov roam m Me barF9 164 Main Street, Colchester, Vermont 05446 F 16 1 EPSC-3 iI I All disturbed areas not stabilized —� Itent of Disturbance (ryp.) with Paving, gravel, stone, or delineated with barrier tape. erosion control matting shall be I topsoiled, seeded and stabilized \ with mulch. \ \1 .ww, v I lD' l a sw Dene/.Y d _ IO'nRnsl -i / torte ware Mr •.r .w "r r _ — `#- Tires 77 ------ I All disturbed azeas no d Ow/o.lirn I I I I I • I I I with paving, gravel, stone, or I I• s'e mcg / a» II I I I �� ye9.5• _q erosion control matting shall be I Lol 3 I I Lot I pA 7 1 iled, seeded and stabilized I of Sadw/w+ within "TM IJI n --""�- scan -le, r I I I I 4' I - - ro' b-fil a cry o/ i lva � V A r0. _ I la) scum le LauJO•--� Lot r2 �/ /,f / / 4•n I•ve rF-•0. 0' �� \ 1 / ' �� 4•h I..M n-IaJ.a' \ \/\ \ / ` / $3r jw4 l / // e•..•L,I n-J.O o' ..--. 1 ,. e•..,,.m n-ss•s �I \ \ I / / / I •+» ,r•� .� o q V \ Ro ern 1 �•\ Rim 38/34 /n.. J723I STABILIZATION NOTES: / FMah prod.. and lampaolan 1w seedg' wrrhath grodng shah be as / - / / / •� / \ / 6 I I I Z Or/ required to sllobdinr the ds/wbed areas 51 M pMad, J/Me; rocks and debris shots M cured /ran !M surface. , / � / / / m op• � / �" -. _ 1 1 - � � � , I / � � \ �' All wants xr fpoae end / De wed rounded thee swl«e sha7 be fh— hwougnty w•I. I•,w rr..oJo ear rs� / / �/ / I .. / toted a or otlww- rn-halcoey smoothed NhM necessary the it:ys° �ner H '6 / / / / r'OBrol' A/1 I / / r 1 /w 6,A s t b loosened f0 c T' depth. me degree o/ h ;he s gramdr snort / I' r r / /e f Ce De or necessary to prooluce o sw/ace cm.;slen! with !ire surrmna7p area l- car l \\�-- ---_'°°-um s.- / / / //�/ \ �. i and the I I - n I \ I/(T / a� gredsd P h con mall /�Mdseeded and mulched m, disturbed wads chat/ where /M exists topsol ea.w canna! be wd fa reuse, pplementa' Lim;/ of Dis 9 ' lep'.0 shod 6,oblokred Han o/ha ar iJwrcex b- I.Pe. • T.Plo.*. &Pea shall bar WPA d 10 march the w;gind lh M F.Nd, \ and other mowed gross wear e . w soon be o/ a proa, to mpraf rpwous plan! prow/h. Il chat/ bar o rwkawe loam, Ate of re/usr, tools, _______________ / of shoMnf /nN than JW ml! _ �: stones, bush, weeds w alhw mofw;d delrrnMld to point growth. Tops O CM O• JJ an organic O s/, humus by weigh/ I �� 7toD � G. 8 I -,` I . „.I. 1101 / 1400 / - •^qqr� LANE _ _. 0 $. I . L.me: Lkne chat/ be gopfied n areas where required (mtknoled role o/ err _ 0 00- I I -I- - t - yE wuw_- _/ _ rf--'— \ _ \ 1 Exishrlg BuAdmg 7 tans/«re w 100 M-A 000 s4 ft.) os necessary to bog the Alto sale/- •ciao _ / 8 _� - _ so# pH to be/wM 6 and 7, rd d pH maowrs 1, show be /o+M rlgnr twice on each p/oylnp da/d 1 Fa/lira: F Nuer. T or 1R b. be pplid a aeos Mae requred o1 500 /bx/«re w Il rbx Orb s /l. /l. 4 Seed seed shod a gcMie4 o the roles ndcot a e / - - - - - - `yT��\ •�0.'/ _T� \ os soar aspo a oller its/urban Re -sewing shall be ..mired -- - - �i � - '' 't-._ - / • l / 3 W o n'g-, growth is nor «hi-d w if s-dkg is offer September ExW;f q Po Pwkinp 15/h. r - _ - \ /� - - -� � i i \� _ -.o✓/ � �@, \ Seed mir/we fa ad wen; Doln pmy»9 /ierds and d/ other 4n� I...I rr..a..a _ - / \ t/e.•Yh wsedd mi..lwe is o sr t wridron of Me YMswwliwr airs' / ea•wn Irv-wJ.o' I I I r� rr e>otr 'S� \ -__ -- �_br- / ----7or-� \ Q qA - - 40' I / rr taro 1 - - - \ / \ 1B✓ 7 I / said OY alert Seed the reputed Jets mixture was chosen to molm the 4o�op0°� I•r•I n.•e•.o' I ',�- d / / mmll__ I tot lYpes (se Figure 1) that WO/ be encomlened M this proscf. I I •..,.•I n.JSid I � - � � / � nisNed h W •�frene-cmo79i SEED WT/ACRE RECC9tMEAVED VARIETY ,�..� - I / t' !! er.,t• 4•� ..e FF-4050' 11 I I `•" u-r`/��/lI1/, \'� \ \ \ I \I\ ` I 1 I /�-z I I 'O40 ea�.ml nJ.O' 1`ICII II / To// Fescue 50 lbs ey J/ CepMg Red Fescue 54 lbs PMnlown, Mnlergreen Ensiw \ _ AII dieat are not stabi CoM Vetch 6 Ms PMnpif/, CnemMg Annual Rea .To roe f _ _ _ _ _ _ _ _ _ 1 I I \ w'th pavin gravel, tone, or Perennial Rye 10ros P ono (rlm enavhyle) -+- - - - - - - 0} 71 I I 1I I l /I I eras' n con man' hall be I Nni/e aowr 10rot Of luck BA ors Nl !bs to soi d, seed and sLottab 'eat r °g Y I I I /\ \ / / I �� with in Told 700 Ibs per «re — / I I �'I g \ -- \ mdk7_ coy of so m i - - - - - - - - rco nth o mulch hay shin y r s 1 I I , -� !0" I 6W/Mplae. I • �„=� - - - pat ape o/ mach used sons greater e, ar ad by rm Za to .Y� A shad be qWl- - - - - ...... 1 /, shot beat the rate of 2 seawed in wind sweat areas and on skiaes by the frM,a pep _ II 'L 3 D g �di k -L -I 10' method ner/krg A«keno with o dorx, ask her or, a doer go S- knit _'means a si- srepr wear ar m argots earth American Gthen 5-75- rbed areas no dwW/� tf (t I the a twat erosan cmtrd b/ankeA nsladad M «car obnce ran Its/D'r a roan pain 1 wiing, gravel, stone, or 1 mmul«fwer's h st- -s. may be substituted far the mulch 1 eo,l 1 /a /M _ _ - - Leach ha,shall consrsr of mowed Md I _ � ros-% owed lean w ins Dentate o/ /M C1/Y o/ o erosion trot matting shall be _ - - mawMg reosonob/y Ate from swamp Bros; weeds !wigs aebris a south Budhglan E rro wbdon0�''. to soiled, see $tabill7.ed - - other dehterws molw;d /1 shall be free from ml w mold /n. 10771„� dN pofeH by �/' ,/ r - Corny OPr/er � t ml�lelt. -¢ C i,M9 trwsl met J Erosion Central B/Mket. frosion control blMkeA T'wfh Americon Green 575' - i �1 I ITIXI Dave-r "p '°"`° i -I - I 1 1 or gavro w ep d snow be k .fatted on dsrwbae rood side Mbo,*--ls drstwbed slap ./goes and odb,Mt to waterways and other M. 40J T. Elevations are based on on NAM 88 datum. 1. fie location or underground utiliYies is not warranted to be exoct or complete. Cantacl DIG SAFE prior to any excowtion. J This plan is in no way a boundary survey 4. House and drfrcway locations and lot grodng plans are shown for Mustrol;w purposes. Exact locations of houses and drfrewoys moy vary 0' _V' 60' 110' 180' BAR SCALE L eMe+nd Approx. Properly Line Exie•ling tree line 338 f" fNfng Conlour Proposed Contour E ising fence Lkn;t of dslurbonce to be demarcated with barrier tope Erosion control malting Stane Anmg/rip rob Proposed pavement cnikd aeax Farm cantrd dankel shoe be nsfaeed M Otto Coate with V the menu/«tare's -fit- MSliucfanx Mapectrms a/ s/nblirohm meas-s shoe be cmaFrcled of leas/ ewry se er ��C 1 (7) ca'endw dogs and .,the MMIy-1- (1e) hours o/ the end off o slam trine resollMg M o dscnwpe o/ slarmwofer hen Me cmatrucf on s to Power pate 3 Mipeclion frepuencr moy be redreed to not less than we (1) per manfh i/ //''►► (/)��fl� the entire sile is fenpaarly sI Maid Mspeclims shoe be dine by a - !7 Survey Cantrol PoMAi� •e�/ under the drecfion o/ the On -Site Plan Cowdisola. Any necessary rpoks `r O• ar modxolians Shaw be enmedblely completed by the Cmtr«tor The Exising A�ont SO Oh SSi11 Plan Cowdralar wll M Patrick 0$rer J73-9501 Ae n ectxxrs ( ) sP Q Un�n9t and rpwMg sod/ be dare inoccwaHnce with Six/Ian 61 0/ General Perini! o Cancre/e monument J-9010 (1005) farStahwale, Runoff Finn Cms"Whon Sirex Mpec1k s moy be dscmlxwed MM /end s/abiw/ern has «hrered the M/xe O Ann eagle s On crosfructim site far which the pemriflee isr le. � Drainage now 33T.5 Fklish grode spot e/evatian oafs reN eat Oexr%plion Chsctsd Dole - S9n Design SNH EPSC - Stobitizotion P/on Drown MRA/SW 0 Lfgh! post Checked Score 1 - •� SUmmerfie/d Dote .Arne 15, 2009 Project 0914.i 1404 Hinesburg Rood So. Bur/m KNEES & LANS/NG Consulting Engineers, Inc. For Permit Review II"AralnS&"t, Colchester, Vennont0"46 ANPE�DI\A Part I — Music Risk Evaluation A project may aumtatically be categorized as Low Risk based on a few basic project characteristics. Answer each question below to determine if a project is automatically categorized as Low Risk. For definitions of terms used in the following questions (e.g. disturbance, vegetated buffer) refer to Appendix C. Basin Biak EVah ndma Criteria Answer Score Direction Enter Score 1 Will the proposed independent project If YES, enter I, if alone disturb more thin 2 acres of land? NO rotor 0 Is the project within a watershed impaired if YES, enter 1, if 2. due tostomrwater or sediment as specified NONO enter 0 on Part A of the Vermont 303 d list? Will the project have any stormwater 3.1 discharges from the construction site to If YES, enter 1, if receiving water(s) that do not first pass NO NO enter 0 1 through a 50 ft vegetated buffer area? L I1 Will the project have disturbed earth in my one location for more thin 14 co accutive ��/ If YES, enter 1, if 4 calendar days without temporary or final Q(� NO enter 0 stabilization? Will the project have more than five tyres YJLI ',, If YES, inter 1, if 5. of disturbed earth at an one time? NO inter 0 Total Score for Low Risk Screen 2 (add score from questions 1-5) I 3 If the Total Score for Basic Risk Evaluation Is 0, the proposed project is eligible for coverage under this permit as a Low Risk project. Proceed to Part IV of Appendix A for a summary of the application requirements for Low Risk Projects. If not, proceed to Part D. Criterion 1: Only include the disturbance planned for an independent project. For example, if a lot owner is only building on a single house lot in a residential subdivision, only consider the disturbance associated with that lot, Vol the cadre common plan. Referto Appendix C for definitions of independent project end disturbance. Crit"to": -Refer in the following web page for a list of waters in these categories: hire' t i r i.t liv .t,... ,i .ai •e eC bTu.f Criterion 3: Refer to the Appendix C for the definition of vegetated buffer me. Criterion 4: Refer to Appendix C for definitions of temporary and final stabilization. Criterion 5: Refer to Appendix C for the definition of disturbed earth. A-2 For projects not automatically categorized as Low Risk in Part I, this Detailed Risk Evaluation must be completed to determine if a project is Low Risk, Moderate Risk, or requires an Individual Permit. This evaluation determines the risk category by weighing the balance of factors which contribute to and mitigate against the risk of a discharge of sediment t}om the contraction project. Complete all questions in Par 11 for the independent project. For definitions of terms used in the evaluation, refer to Annendix C. Da"fiedLillisk Evaluation=.Wont Feeling, Criteria Answer Score Enter Direction Score Will the proposed project have earth disturbance within 100 If YES, A. ft (horizontal) upslope of any lake or pond or 50 feet YES/ If rater f 4 (horizontal) upatope of any rivers or stream (perennial or ® NO enter 0 se99anal)? Will the project have stormwater discharges by direct conveyance (tributary, channel, ditch, storm sewer, etc.) to a IFYES, B. water of the state listed on the 303 (d) Part A list as being enter 1, if impaired by stormwater or sediment; a Class A Water; or an NO enter 0 Outstanding Resource Water? C Will the project have more than five acres of disturbed earth YE$/If YEStf at any one time? ® NO enter 0 Will the project have disturbed earth in any one location for Y S/ If YES, D. mom than 14 consecutive calendar days without temporary enter 1, if or final stabilization? NO enter 0 E. Will the project include more than one acre of disturbance on Yam/ If YES, enter 1. If 0 soil that is greater thin I5 % slope? ® NO enter 0 F. Will the project include more dim me acre of disturbance of ® If YES, rater if soils with a high (K>0.36) credibility rating? to NO enter 0 G. Total Score for Rlak Factors (add A through F) Criterion A: Measure lake distance from mom water level, and sin= or river distance from top of bank. Do not include disturbance for the installation of stormweter treatment facilities or road stream crossings if them ere no...=his alternative locations. Criterion B: Refrmhttn `wtiw.vtwvrcn ualirv.otp alo—.�ss—eti_ibilu,,Lu for the listing. Criterion C: The maximum allowable for Low Risk Projects is 7 acres. Moderate risk projectsover S acres may be required to (Ile an Individual Discharge Permit application H determined necerary by the Secretary. Criterion D: The maximum allowable for Low Risk Projects is 21 days. Moderate risk projects over 21 days may be required to file an Individual Discharge Permit application B determined necessary by the Secretary. Criterion E: Include disturbance for the duration of the project, not at my one point in time. Slope determinations should be based on a site survey of the future disturbance area. Criterion F: Include disturbance for the entire individual project, not at my one point in time. The Erosion Factor K, is am easure of the inherent erodibilty of a soil type. Refer in NRCS soil maps for yew county. If soils data is not available (e.g. if the site is built on assorted fill material), contact ANR for dimetious an evaluating soil emdibility. A-3 Part III Continued Detailed Risk Mitigation Factor Evalunti(on Detailed BIak:Evaluation- Idendfv Risk Mitie ttles. Factors Criteria Answer Score Direction Enter Score H. Will stormwater leaving the construction site pass through at least 50 feet of established vegetatedbuffer ygg / /,�� If YES, cater I, if before mtering a receiving water? V3iY NO enter 0 1' Will the project be limited to two acres or less of E If YES, corer 1, if disturbed earth at any one time? NO enter 0 Will the project bave a maximum of 7 consecutive days If YES, J. of disturbed earth exposure in my location before rater 1, if temporary or fatal stabilization is implemented? NO enter 0 K. Will the project disturb less thin two acres of soil with If YES' rater t, if O an cio ibility higher than K=0.177 NO enter 0 L. Will the project include less thin two acres of —N If YES, enter 1, f disturbartce on soil that is greater than Sa/o slope? NO NO inter M. Told Score for Risk Mitigation Factors (add H through L.) Criterion H: Refer to Appendix C for a definition of vegetated buffer. Criterion 1: Refer to Appendix C for a definition of earth disturbance. Criterion J: Refer to Appendix C for definitions of temporary and final stabilization. Criterion K: Include disturbance for the duration of the project, not at any one point in time. The Erosion Factor K, is a measure of the inherent erodibi(ty of a soil type. Refer to NRCS soil maps available at USDA- NRCS District Offices. If soils data re not available (e.g. if the site is built on assored fill material), contact DEC for directions on evaluating soil credibility. Criterion L: Include disturbance for the duration of the project, not r my one point in time. Slope daterminatiom should be based on a site survey of the proposed disturbance area. Tote[ Risk Score I I < . ° "r. - ..: N. Moderate Risk Base Score 2 O. Enter Score from Line G above (Risk Factor Turco P. Add It.., N and O Q. Enter Score from Una M above (Risk Mitigation Factor Total) a' OVERALL RISK SCORE:° Subtract line Q from line A-4 OVERALL Risk Directions for Filing for Permlts S , RF, Category The proposed project is eligible for the Construction General Permit as a Low Risk project provided that the requirements of Subpart 2 are met. If these requirements cannot be mel, contact DEC to determine <1 Low Risk if the project should seek coverage as a Moderate Risk project or under an Individual Discharge Permit. Refer to Part IV of Appendix A for a summary of the application requirements for Low Risk projects. The proposed project is eligible for the Construction General Permit as a Moderate Risk project provided that the requirements of Subpart 3 are met. If these requirements cannot be met, contact DEC to 1-2 Moderate determine if the project should seek coverage as a Moderate Risk Risk project or under an Individual Discharge Permit. Refer in Part IV of Appendix A for a summary of the application requirements for Moderate Risk projects. The proposed project is not eligible for coverage =der the Requires Construction General Peanut, and therefore requires coverage under an >2 Individual Individual Discharge Permit. Please refer to Stormwater Section on Permit the Water Quality Division website for more information: -twat—ju.i . era sioanv.atcr htm A-5 Summerfield residentiol subdivision" is deemed to be Moderote Risk" and will implement o site -specific Erosion Prevention and Sediment Control (£PSC) Plon that conforms to The ✓ermonl Stondords and Svecificotions for Erosion Prevention and Sediment Control. 3 �p®9 Of s0 nWon For Permit Review SSW Erosion Control Detoi/s sw nAx Summerfie/d wy 7, 7009 09/03 1/rre Mu,"M,.,n QnM SO. Biirlbs J XfF8S & /efASIW Consulhng Fnivineers, Inc 164 A1aan Stree4 Colchester, 4ermont 05"S INDEX of ERoSIoN CONTROL J uRES t Seed and V /ch To be applied to 06 dVslurbed oreo; whether o not the disturbed weo has been scheabk+d for freotmeht A lch is to be secured in wad swept woos ? Stone Check Dom To be placed n swales to intercept smal/ amounts of sedknent from disturbed work wens 3 Erosion Control Blanket To be used an diturbed grades and side slopes with rood -ate to nigh potentiall lar erosim, or used in lieu of mulch n wad spent asps 4. Silt Fence To be used along o slope to trap sediment an site. portkulwly up gradient of sensitive wens 5 construction Lkni/ Gorier Fencng to be used to clearly defne the limits of the construction area con be than -linked fence, snow fence, orange solely fencing or orange polnrslw mesh webbing (?" min. width) 6 Sfobhied Construction Roods To be used of construction occess roods to lessen trocknq of mud 7 Catch bosh kale/ protection to be used of all new and existing catch basins witAn the construction knits to nlecept sit and sedknenl troop enlerng the slarmwoler collection system. 8 Truck wbsh Slafkns To be used of construction evil locations to mninire potential trockinq sediment off -site. Truck wash slotions shall be a isting pavement when owAable or 12" thick , 13' wide r 30' fang pod of 4' pus crushed slope. A fempwwy water source must be provided with sufficient pressure to remove SW( from the construction whkles Erosion control Measures /1 _ SOIL ER051AN AND SEDIMENT coNTRoi: _. f. crosko de, Wwgm-! contra meo,uar shoe M plonwd plow rele 6 E.covo/dn aid a ckfnx .s bsok pine lop a ham me vrook and hpMrlwlwd pb' /o ee9h^n9 abovq arch flop.9 gow-olkns a curolkn Mow M spdo/ed oral Pap .M'rpbwy Io r-=e - 1M prop« knpMn-lotion anal m t rote o/ tyros an/srdirronl /g- o= pa==db See cos/rucliar carra[liars /a ylgnd aM cm/row snow M Ine C-fr«Ia i re=p-sdaf/y Jh4 re=pdudNly show krckrW On eva]pliorr of pmoD.v r-Ihw c-d'lions and task 1 Fn4n goaEarod / �"9' fAon yookq -orM impact= anal Ine me, s r R.-.9 /a 1--1.9 -9-9 .ak Me Pr -Ste c afnao' thaw 11v er w.Ii- contra meosres t. 414n w r ykM to rlmlu..In.drrweed pew pknwd -d kr plat.. Me 10 -Site Coadaolor' slur hove h 9sn«9 =fan.; roc=r and air . spas " removed n rem m. aul'-ffy - ./W IM coo -tar .al « ad« wrl on ral«'e. A. beak, h 9rode sad be M rounded Me -/ s xdMdid rldkmw/ c-trod meaYsw w10 /h. wowbo and -I canlro& A pkwe are a wnM snffJ/alwy. the =1rw M thorau9h/y yoked ao99ed o archives cost"-kwy amoolaid IMrw we Y Ine ink stow M boae+e0 /o o r' dgpin. Wands to Mko !M pope( ri M need a is -lobo' / o Ra db - or /A;~ 9rad'n9 =pan M w net y to pooLce o role, agffy wololerr I.e/f IwnNr ow rep-nmly /ores,- kcunslooces' swbce c-,4/-f "?h fen svrroandap alp did I"psroc-rlr«fin con ?v , A/ o man+-y d41-boo deco sloe aadld rWh o fro=kn c-1rd mwavr krdi[olsd -Ine plait d. e1-dial Io smaw abrw, raeabd rod mdmed oaaHs aoecwk dos A"fiwa mensu'vs may be nece„ary obpeoQV - cana[li-s o1 Ine Ikme a c-,(r«Ion. h lw.e,. /W,w corral 6. mad /a reuWs. ,eppMn-ld loosaa snow M -ton d pain other wwc r polkub, access rmf and ,Io9kr9 dew ,how be rers.M fa✓ race, Y erwiM rya meofwei h «S /o /peas a'wwm-/ IW W. hasps snot M gp/4d to mom Me dyAov d 1. on # f and awo8 Me I4.rmour hr sob see and se nsnr d, c ,lrucr ore=' show be o 'he den of to mooch cross f . (1''ninon o w pcin o - me lopsbe snow M o/ o prapr ro woad! n'pdou, k ".s retrace pule. As erorkn caalyd mewures alias De monloAeO Wku. th I -s 9ror/n. It ,hen M o rodo64 Awn. le, or ,./use, coolI =tones roll Ine wa9Aew , wa/4aed tool pe,mOnw/ pared , ' Mr De- .rfaa/Msd ono' loot /w/n« measww a. naI rep,:rd Orusn, rw]tr 0i oIne, copra.. dllrinw/d /o pr t 9roa, Tg' anus not c-loir 4Wt In- A a9-k matte,. /wnrus Dy *scat e,osiar c-Ird mwwrn de atrer." no !paper Meesswy, on w .,.Ii= atonal kdakrdn9 f-o// a oral [nnf/r«pin dMo' rod =Imaflsd -traits motwpl snore M cwMcteal a.W d'amme o/ Seedily ScMWos .' Toe xad r b M Wpnsd of /n. rote= .rdco/.d w Ross" ono ds Re--oo' snow e. rwviM m - «cgolm4 mono«. 4vets. �r o .:9orau1. ao.1n 4 nor «n4.ea d f/ s..any 4 ono Splerrde, !Slav r A/o/wi.s Me c-fi«la rndl Mire reo tv 4o, kn eovore u ae mach MA crushed =lace. wwkn c-Ira &.bast; m-nN /i kq. tore, /cork and Wanton-- o-1 y to pro1-1 oe yak 5 .-..a of AIW - 5o . the Ir«rhp or mud did sW onto nfnq rind odpcwl to led Rol-of-ft, «csn pant, span no/ be a,o.ed // o-.-, o r oWf a-sir«rfon -vipers ,nap M krr/owa0 conW4liq of err 8- dam of ,/ova 1' h or less e f✓e too, iT 4npll Me -fronts wens M coon/onwd to peon! "ockkq of mud wW aoe -10 a W4 q rood rknkr9 or f/mA}o/ken: Me c-traps ,now rsed on. mulch, a slmaks NI. « -vow mod.µ oe dalwbed d-, wflhn 18 law, or ds/wbo-e c Re/ /o me pkre / r ,f«Apwe ,fOWlrolkn r.pvkanM/s mere may be fkner Me, /I 4 not p-s" to compbre l.e s/mavoli- 01 - err Nmn Is nap+= der fo .rcwolo+d flcuml-es It waio «'l-A. ore, led 0h 511 C or., ew M noli/iwl At IM/ pour red er4 c-/ra es Mw M -.ea'Or IM Cnpnew. AdflAnar e,or- -frd ms0avre= rAf be ombred o1 roar P.nf, it tMy ere ne.0 d to pawn! m -f o/ seaGnen/ ors sae a to foe role,, or IM Stole me aD'wClfw a pomp/ =rmairolnn 4 10 Ikni/ ins door at IM wits k. Mien - AN sla&aim/m own. ono roe/ eeim/ed :naermea6M bares 3 Lard C4 i`9 or0 s/umpnp' .. -111 o/ Cb i?9 anw M locolea and mated pkr to e.pnnnhp ups. AN pe nnoef ,nw M pope o/ Ine ~. and w nere„dr pare ,nW M Iw- to perw•w free, oral vepslol4n fo M -10a 'd od to P-1-1 -y ad1vc.nl -, -t& B I -d tkn.s shoe M cur -d mppad A. pas, -V fen br ,ids of IM cborkq limn At war b9s rod Ike wood ,I roe be W.ro9ea - to, pwsdN, a kl bo WI-k- colnn, - -ted by hn ., Al sfump, d/nA Ike Amil, or me pinwd -ft-' snow M -volts od aF%oosed 01 :r - Wpov,d as ilo64 rocolpn strops rod brush -1140r Me !lath of Ir-c/r -vol -papa M cvt Ausb win Me 910-d swr«e. Se, c-sir-lkn c-61-1 low we- a-, Erosibyl contra/ Measures AN -Alkali 100, /ale, Mark Slapb fabric to snow fence - Fain ll- deep french Slake- toy fabric n bollom w%Ih grovN Fla« l I "- Bolos/ l Y Section A -A Nolen /pis seed m41we 4 o iphl vo b/kn or M. C s«wlfon Y4' okv by wive, Seed The rearkea sere mbiwe we, coo- to morn IM ,od !per ( pion, Saes/ N-1) IMf re M wcar/wed - .4 poricl Zip wT/AOFC ACogIbCNpTO 9ARfrY. TW restore 50 ft clery 9 Red 1-5e .M s// JI Avwl]bwt Nbl- r..n. CnW1A.+ Cro- WIm 6 Aw -low. 6Ownan9 Anna. Rya Pw-o W Rp 20 ds 15 ds Pr-o ( wnaLWryleJ Wrfle Cb✓w 10 d. X-tatty Apo== 150. lot. raj d, Per ads fl I .. Applklr of mom nay raw nTme6ofNy taro. -1�9 goe,olkns -d h no cam creole, M- 21 nowt late,. use at mukh rod 1pe o1 mulch u,ed raw be epp by kpW.nw. /AAm raw be cyplwd of the sae of r l-r/«re -pain T to J- o[p/h Nacre raw M r«wed h rod r.r p/ Drew rod - Wooer ey the I.A. -O p,9 -mod w/fka vocth9 it. o dslw, 06k noror, o aloe, goaoved means h wkd sweo/ pew - - -10A, Wipes 7vcrin Ame,k- b.w' a epd. «win ward -11kV fhw M kd I n oco, . .ilh Memamnkclw«i V=,kom-r See Detal, D. It -d I ,errco nay ~ c-s41 of narrow -d plpwly coed 9rwr or Awume cooing, re.aorw%1rw Aol town stump gross r.edlt rons oYb4 a olhw QN Iwou /r raw M .- k- t malt 9. f osion C-trot Ill -RN: Erwin c-Ird el-ket 7Y 1. Am«k- re 573' o gWrovad ears raw be A,/~ on ds be0 r-d rW-re-km-Ir dirwbrr/ W1ep Whp- -d odpcwl to -le,n and owner trill. peas Erosion ronlra 6bntel show be AflWed A «cad»ce inn Inv me,u/arlwe,i h,fr«rknr ffl / r mporor_y Si/i Fence Erosion Control Borrier N7s s/okss liven - ob- slope stab o/ /ace .IAkofi fq0. life, fabric allaned to stokes - upuape side. drop. Silt fence spacing chart Sipe IN / cs sa-krg 5.T to f0A 50 ft. a loss foil to 'V. TS /f. a less 1 WX 15 ft. or less Erosion Contra/ Maowre /S Note: Confroctof shall stobived construction entrance as required to prevent tracking of sediment off -site. - Contractor to use Mko/i 500 under stone fur ternparory construction roods - Crushed slane shall be added or replaced when 80x of the voids we filed with sediment. F I- / • LIFRT. dsoix)I I� I Section A -A &0$On contra Measure 15 Al sbaak]g an at,~� w A salmi ckaralke ce'er PMar[F Not To seat A . e 91R F7lw Fab k Atiiofi 14ON 1 7 or soup/ raved B t� -f ?/" Va.. C re, SCCT/LW A -A AW To Scale Fate, Fob k MkoN 14ON SEC/KW 8-8 a' approved Nal To Scwk 'gaol Erosion Control Measure 2 W-d sf.kn avir- on -Isioll or / s -o doge payed« mesa rmbn9 by ebr/O ELp 1gWI1 a gWroved To be hsl.bd ./ /M M.M. of the c-s/rucI/- oea Se. PAars Typical Construction Limit Borrier vis _ Tokof all inlet Moinlan shallow depression wound grofe unfr) paving and/or Anal slobd>iolfon has occurred 4 x er crust Erosion Control Measure /7 Bottom of depression should be ? It, min. from edge of cotch bosh fkrl. See Site Pons for sire and /knits of fjo rap Wet protection. wound grofe Wet grofe Shallow -Inlet gfote�depfession wound grofe Cotch Basin Inlet Protection *IS BOtlorn of depression should be ? ft. con. from edge of colch bosh, rip. See site plan for sire of rjp rqo Inlet Protection. I Stare vial M P� .d ano Ail« /obrk i na lien to /he Ines, g ads rod kocotkos shown h the p/on. T Se/ Va,k g of check ovens to osaume /not the elevvlims of the crest of the do-f/roan dap 4 of the sane elevation of the toe of M. upstream don. J E.I-d the stale o -Ahrum o/ 1.5 / I b y-d In. ditch banks 10 Prev«rt cullhq pound the obrm. 4. Protect the cho-el ob-s/wean of Me lowest check dam Oran scow. are erosion with Won. a lher w Wworrkn 5 En,ae Mot ch-na gopwl-antes such as caved -v-ter below check ovens ae not suboec'I to abmoq, or bkckWe tan Oaploced slaves Stone Check Dom "I Erosion Con trot Meosun Erosion Control B/onket North American rrreen S75 Moteria Soecificotions Erosion Control Atnke/ show M o m«nme-poottced mol of 100X agrk off-W shoe. Tree bknk.f Mow be o/ c-.41-1 Ihicknesr rile IM ilia. M.-ly dslrauled over the -Ike ow of the cool. Me inkel show M coverer! - the !W rbL. Nth pa'WWlrwne n 11A,9 hovin9 on gWrowknofe 1/1• r 1/r• mesh and be se- loWthe, w1th collet Weod slow erosi- c-na bknkel show M S75 as m-u1-1urea by Nalh Am«kan been, he (812-fl67-66Jr) or sguivonr fro- contra blanket show -- /M /owa.4'9 paper/Ass M.I.v A Ca1w1 Sl-. foolf (50 .b./sad) (27 19/m2) Nsltkg a.. snap oral' pnofocv9rooboue� AW01 qw-kno'.1, t 6e dWr •pro Wa It M'~ call- Phy.kof $astir oli-f (Rae) Wah 65 1-1 (r/m) iwepth 675 hel (254m) MY 1 JO ds +/- ID,f (IJ 6 kq) Arno alb so yds r5on7) lilt~ as per manuroclure, i specX o/kns North American Creep SC150. Material $PeCi/iCotions Eroll- -Mal A ket flow be o mocniM-proarcM mar vita o 70; oW u/fwd Iron and Jose cacorpf /der -.I,- Me b/aak./ slow be o crosis/w,f lhk-11, with on eve, dslrdalao o/ slrow one acme/ SO~ M1wew+ o heovy WAlW phold q9 ab4 paps w- lopW llmq the lop sow and o l.'yhtreyhl prolodfpodaGW pdprgolMr. -leiq on Ili. M//own sM. S/ro «-vl wos%an c-Ira b/ k.l now be SC130 or mdw/x/wed by Ndrn Am«icon besn, hc. (812-867-6532) d e-patrol. Arole"W C-1-1 � i rbns (RWl AM" 7Dl strow /der (J3 dOs/ad))) (19 "-1 fw 15Iad09 kk99//m)l #Wh 667 fwi )oJn) NN1A9 Too sipq nwry]sei9nl pholody'oobOb with u9 adwlives Ybyhl Jo // L-91. 1b6 het 379Tm) wooght 4o .Os e% far (1814 k9) INY 0.7sa Bottom �`ov, Nphlrei9n/ phaloab9vodw/e Area 80 n Ids (669m2) Wiple gWrowknolNY 1.64 0s/1000 so fl. h.Io#ld - permonu/ac'fur , specAkalAns Thread 019'dWAt Netting product for mulch AY Po EntowAWS As,, My"Wa 4W 1'6, approved ev ot) Nbwn moltkq of col yvn moor, from high strength while (retied) coconut r �/� /�•�/ Phyelw 5yeeplW/ins (Reel Mk*- O J3 /n krorr per pen It 1I8 o,,,d Naas win.4 0,c s).' 3oI Ito.. eADVolk, - by (YO r Col. JJZ r JJ; p �U / t Wbe avian /-ale ,tiro91n-Ybl (*Orin).' 155 a -W dr//L (� / Yw elon9o/An - ebl (AID . CO), 36.f . JIS M/obd p M' r% SLOPE INSTALLATION NORTH AMERICAN GREEN usra[i °a xio"`oo'w morswcv'"a.�co1°r`..E alai-so'ens[[o wsr i :rsrwio wrrro"""wr[' rNOso"[ oowwr . s. maw ., i « ire aua) rtr « KWunLKK �rw[, re, .� <�zml ¢[v . e• r(xi�l wR M ■Nap? Mx . ` �a TM.f,/srwL[RS•E oounE. ' (.wpm11 rut`. w` M Gamau�avnce,] (.nn.�ISwm`E`ary YID COwhR v rl S M. flruna. AED 10 COne.0 /aTuga OF > L�rvO r.�.wriiv ]"(.]0.,I,1 --E. -[O�wnrxfE� ww,vwn �[rW�MVK`Ro col Yrl1 i a • woE[ aroER LA TT w�0-110v OFrr[w n s w emron OFCxYw alha7s wu u 11 rawmw¢ SUE s o z `Cnricc`aurnwaw [.s`a e0 ' TK cola 0 00a <aa�al' cow 10 TYM` a° v.1p141Larz°rsT.en'Wrr` w'Trz isYas • µ-; D "0 » � " 41 f a" a: [a ;o g ° R -f a[,r mE .Dow [ L ]a.-i W`aY�lr w e' (il�m.) DEi. Ir T`ne`7 wR rRF`W�`[YO `1 �'Ea�vK; MS` IIIMCu-rr)EM L IwbYCEMr Ca0K0 YWr 4WN�YENIw`a[it[lWir`E [DaE `o �-rea"OI((kmLDi ].Xm10A MIT`<9vw[wi HY,T4iM d Tsasr`7 Mu snM•w M w/rrrtT awe, oawla.wD. I, w wGL[ xwO.Ea STiRE, nIDfANs[D i r(i0c.1 r mY103.' (C'Dr0­m7 MaaFr[N 0'•U EMiRf (MDM gl]x[`CUYYtL.u" L IK rtw[IIN [ro 01 M LYw[T, w5r a[ ucDi r .w a Sr.•aE[,/yr �Y (]Deco! aWum ��• ((l%a��a��.n�•l-��ow.[.bEr//+ a��s• (ia.ml w0[ Tiargv. c0vw.vcr M rbwl Kra nr[Yc >LW, r10rE: alrroa w wa[mrnY -E swawc srauo x .11- r w[assv« ro YEw srrE[s ro sEw. wOr[ceo e+ _ aelra wars YowO M guarE solo. I,1 u0�[ a�«5 Ems ' BDDaD[E C z i.asv`i`sw''Tosrwowiai w`"l"eaa°w {I1pE `w%r.Y'La e-xa 0s Pole nursed Dercrgtron checked Design SI+ Erosion Control Detoils Drown SNF/ Checked Scale n.ts Summerfie/d Dote Ally 7 2009 Proect 09f43 I404 H;nesburo Rood So. Burin i For Perini! Review /YREBS eF LiNS/NC Consulting Engineers, Me. -• 164 Alain Street, Coleheslerr, 4ermont 05446 IW The Low Risk Site Handbook for Erosion Pmfantlon and Sediment Control ,sw�a+n��'EliM01�:T August 2006 How. install: Rats, She: Use a mix d 1 to 4 inch sane Depth: 8lncheeminimum .1dan 12 fen minimum LNralh: 40 rest minimum (or length of d'I-mY, d III NrweNo: PMce now clot, under..... grave, Mn Mainbenante Rn,ess wtt, oMen 5.na es repairs to kr>r.0 aairnent 1-11 uadnn, onto raw Nrnet sMeyxm rxP.edsap -- R Tha Low Risk She Handbook for Erosion isreuentlen and sediment Control Any.nstri- anmty than disturbs 1 ., more sues A boa, I.. pan d a omen,dwalourn- plan. will dish. t or mom acres. ".I- a Vin-nid state permit for Immwam dsclnrees tram cwmud. sdm, Construction GenerN Pumn 30020 flu des an app cant In me usionnlnimen IT theplan h to wst.r puelrty hmn ma.m itY n ldersxos tore applmenya eeewlty L psk ModereU flsk or ton wh-chi equ red en Indio dual Pen- Th. In this hendbser ook ve acme required on F seIII Pravenan ant Selimer t cost M pion for lou-su :P 3 9020 es xerrn sad. x Low Rah' ands, eaNept fadannetlen YT b. - Worm Query ors win 9la trio-r Smnbn 163 SouM Mans".I.nultlragll NnM Wa-241377o 1✓ 320 e02 24LJ770 or 4320 wxw-neauA ,,wee nwemhim 6. Slow Down Channallud Runoff DU Stun. uMoh dense ietlupi ur.run rn tlninaga nnnnnel. nr' eha ng down Mx s.,mwem n m Regollrmnents ,f more. a mncwnand pow (n,g In del) J Hormwe.r on you, site. man Ynu must sell scene check dams. Has »ha must nm es used as nhadr damn. How re Install Helgm: No ats gnthat het dam 2 c-1 of 1I.Wo h Y Inches lower tl a, tl i ands nlevrt on gods napes' 2 1 or defter (see P.391 0 cnbu m ono Stoma one use. m'xtun oft to q' h - wglhm : Das sf . Id ­t tax w ltf a It,. .hvnn n ant ,mend up the I- d Inn bnnks Sousing: Space me Turns so that ma "nt.m bI of me am ToIs. inn elevation of to top (troll m thm . oluml-sin don. Tha slwung is equal. ins nerghl of inn drw:k dam dvrdedd Inn?bonne, alroe sos-9 Pn Is.) • did"W'hwe, ii-ite.lneo S.D. In channel rnfnl MnlntenMtce- Remove cod-1 arcumulaed bthrnd the dam 9. Winter Stabilization Plapose Meneeing nnmdlw Medato mnot Bow en pmnAemnnen. A yeenround Ih.onge. In of-ort. lee-s.raft -se even grader during th Imo loll, wmer. eI'd.arly strong coos.. m 'wm.r oonnmonoti Is ducuuHl own. eawdlw. Ilia peon bstween 01115 end ApnI 15. when .,on Drehntlon and sediment "1".11. aIz i ore gcamly W.cult m Rains In leis fnll,mawx mrougl,uut he wiser. Sne Ding mete and nine ten Drodu. sign Ibes llcwc ovs, Irozen en returned Cosa M aeelly'ncmm rrg Ma lwtentla, ror.raemn. PNW emen6 for Winter Shutdown For muss urolects thus will oonelste wM dno.h. ce amrvdine Pill, to ei. wml., poses (October t5L its leilowmg,wmmmema must M adored to: 1. F...... ,1, be eds epred try saenatbn, caning Shull be ."I ran Inter then Supntmwr 15. enwra .demuat.,rmdh dod dinar. 2 If seeding. red completed pry S.DUmber 16, ado-mil--twounv, pose oo mutt be aced b semen 3 Additionalt-lid�Resourceµa el AyeradwNst �y0waawew ta+sn urn a,ws,w.INR aa+a 1. sseseo loss nmlwa 1awn: a e4ow codAtre (Itlth In NN N,eynl 1 s a L. s - R -1 Table of Coll teerte Section 1: ant aductlon Wlet is erasion p-n"on and sediment con"ol'i I N I den a permit, ... 2 Applic.6- Aoowss . 2 Section 2: The Requoromeme, 1. -Sne BouMades3 2. Lima Demins race sea ... 5 3, SUbull Consmwecn Det ... 7 4. Ins.11 Sm Ferree . .... 11 5. Dwert UPI Runoff . .. ... 15 G. 51nw Doom Ch unneleud Runoff .... 19 7. crosinoll Pemunism Como. ... 23 8. SoAtio is Expowd Sod 25 9. Wimer Sheld tlon 29 to Smears Sri M Imal Ghde m 11. D dudnr,gwhmnie 35 12. Insl e. Y Sint... , .. 37 Section 3: Additional Rew-um Howto.lc let slope. 39 How. en -sea.. .... 39 Is cketed!to. w vmc,a,nN.�nnlhhoupl,,1 stone p.t loge g ees .-.- be rem. 7 nigant nrncmoslon occu w Ann chxs dams.. ednu.ta ns-ld be I�•HI.L4 • I .law w,r chimcrin,d ,ran 'vsUMlde its sM!o Ina wnNr cenod. mN lotions w of Erosion Control Mnhng n, nening or a hoary u,ch Isyw,. Seeding- mr., rye is mcwnmanxtl . allow for carry germinnlnn sunng win spring cwaroom. 3. WM,, trnlchie aP 6U,.epply,nugrly 2-tunt with en 80.90%cover, MYIch should be toe - In .Red Ift, nemn,'m open areas wI....I s. wind. W,nhv. U"Dlia(bn 36 krwwwaDerrwnR raw trnrrM.nnw �rvm r a It. rYr'armm Aup All. Coven®cent. (ion I IeNe' I m 1`aanaVWn Nydrogn» Trt.11ralcym. dmvma ' ',IA nrrxWna e } Iw,x iwb cox NOM "'ref luau- 10 win. n.bgxr thin „pit weed oy,ns mr,nW.. nears Section 1 Introduction What a ensuon preuen"on Mid sediment control'? Sediment wesnrng rota streams. one of llw dues. weUr sue tty problems in Vermont. SIoun- can hil ie wea.-ant.tear os n-anta IIII -mpect habitat ads N most construction sites, segos. met hulas the w I'r plaits ant probmU it from erosive br., IT ,I one runnn b mmoxed le ilg brge amen of and upwed to the elements. Durng runt or srdw-K the uneed! Ind trey be ens ly eroded end lrernip-d .-by stmama IaW.,., wstlan,. To Pr-11 III, 1 bb.PPening -11 r-od, of re sl nple yrodlu- arts in suit I, �xa'• ee " de mnH M ,rasa 4. Install Slit Fence Pu'Pas.' Sin Inches me III ruMi end,I- eu.pended sed.....'si .out. Requirements. SA,unto must be .....nud: In the d-ill ode.1 the I-notton aativd.. • tort nrry 011ch, ,web, s.,m sewer inbl ar we. rs of on, Stnts end the dinuoMd soil race se. most ,.r Is and . awwrmd anima mw h mmr NN.,rnaaw.n .N. �nurn, and.., raw w aRyn an,ame.awyA..p.NxdwNw. 1 uv Y 1 Jaef bw own noon eedsurld, Roqulroments for Winter f:orolructlDn If c-shies .-Iiaa i.oNingesnn d,stmban. continue past 01- 15 or.0. Iwfnn Atom 25. Ise Ioumving nmi...mems mun be n,aal b: 1. E,raelgsd acn.,s porch. nebllued to pm+ld. ice snow nlochD�lrng 2. Linh-fdbuuNnncn mrrwdmnbDlacxO to raMci bounxry.1 winlnr wo,k 3. A snow management pion prepared with adequno ,rage and demon of mNbser., rwulrnng cleared to M stored down elope M all erses of duru .Ind out dAmn-,Ins- (U 4 A nrrnimum 25 font Duna, soul ba malntalned Iram P.-ass, wnbnb with As ran Icon. 5. In erses of distumence Ihn dnm ID a wmer eby whhin f oO lad, mo rows nl Rh ran. mun M linseed the '.tour. 8. Umr-, muIon. most ion hats open Ind tone cT snow end kit ems. Van,unl Onpenmant of En.vwmenel Carem fl n wrier Queuryoma on - stm-r section 103 Suutn Mar street Buikb, 10 Norm Wee,bory, Vt 06611040/1 Tel, Z2.241-3770 or 3777 f 0(411-2413287 wwwvb nuoslayogysmmsust.hbn Do I need a permin Any --ion min disturbs 1 m mo. acres d Una, m Is pan of a mar development plan thot will disturb 1 or more acres. require, a Vermont Hers pMmit for --on discharges hmn coruvuclion NUv Application Pr- 1 -a cods of-,ernntand INwmMe Me Riek CClse,y a me moped D"lot. me M d N -,msstninenp ergca horyiHmmwaer.mm 2. SUlnnd ma Nopre of intent (N011.rm nwrynR me. Dwnrmwmt dy., -n":nt to on -bud- 'An" -nrrvc '9Nm,1f inn m DEC. Nmt eU ma^, moon N Mypn ca•bn to Wbw.umdonr limnu b prmwszlrrg 3. upon 4N or mr, w ..-n ham DEC yuu ere cewred m ndi-m brrdn.NbuWon. yd ..ad yw fa oN nbooh ,mmeyanu. wa s.d w I-----,adwn I. 5. tl1 ,Id. snot d--ax Lew RNh. Iharr 'no m.t m Ds s wtlddents n.139a20 m rrnumRb rvNos mole mmrdn,an lnerviese , where to place- • Inca It M,ce on pre I-" edge oI Mn sop. At the bd.m dsbpes, us 1. ferwe .lest d»nlall hem the end IT dace pf space.-it.lIt. • Enw,ethe sNi hr,ce..hes all -from ben del. • Mawmum dress,, area i. I Its for 100-owl Ulw. II S1111... esteem Ina Hope (rem. up ant dwn hills) mull mul"pN rows msgt lance on long ells. beak up now. • Do not instill.1bur. xmes drn-Terns., o, secs. Pr b slmem e,Ren. 00. to Instill Wit f.- • Drga"end, G.,ym.deep ands me Noce • Nrdl.11 lance sang the Vench • Erw...ould. a onins-bill-I'ewhnus • tom-im,ds Idi- dq sakes.gmhef • Drrva Hakes In agaiM tlowM,ill sltle INtrennn • D,Ive stokes lm" 16 find, ft b' twin • push labrc nto"ench s(x n 1 gh non . Fluent, wan all anaD Molntenente: • Rarnow.aumuated sadlnent mien its h-,up the farce. • E-.hint win ten. Utrencnen In 1-ant men Ins oseds I Sin tone. end Who, practbos reduldng serM dlst.I.1. must too. -Ion less Is heron grwnd. B. Mulcheisunntemponnysbbilhaeonmustbe m,m.d et doutaelne sUnaeM le ar A mimosa. d 'i Inch. with on gl}9D'Y. 9. to ensure conrdtliatwbetl wit rn aewnce If bah Scent, areas m dinurDn cell mun be seblllred N the no of each work dq, with the following ..ntb,e. If 11 o1PU1- Is hour. I, rorwen an work m0n.mus in the isme ashied.1. wN,in 24 hours de ly Ha"oration is rot reosesary • Do uoed Irma tea lo- and reterm mnefr, such ea I... founds-'s.r open uon "inches. 10.P,im.-birea"on.soowo,r.munoemmowd . bh man 1 MCM1thichxse. 1.1. 1Ua stone. stabilh. areas such as tM parameter d ultio ngs I. Ininnodlon or where mn6"uc"d. vahlde "aMc. anti.,p dso. S.ne dams should he 1(1-20 feet w,do. awommndoe vehicular tIffi, nor smonsts32 - Section 2 The Requirements 1. Mark Site Boundallee Purpose Merk me sole wu,Yer as w der "-1tre I.. or H,rrtswn. Chum et rag your -H imp to i mn tM more n ds,u boots,mse prva ex.ing mgetarmn and a am.. po,w,t nl :x,11 die. Requirements' You rt zest OY yel.11y mark fits IimiU d wnshucton •t z11 ttrrFF �Mwj� 7. Construct Permanent Controls Pulp- Pernuir- n.-mi, tnatmxnt prtidu- const-d! to ma n.n water qualm .,sure emundweer fluwr, and o,swnt downstream flooding. Prxmicxa mclud. dxention Dons and wstlenrb. �nmm�bn xslna.In Mormwaeernroe,n. Reguiremene. h fits imel,mcervrous• area on par are, or -on inn m, ybn of danbpnem, wit be l or nor. re0. Yoo mind apply lDrastaU Sbxn.xnter Olwl er,s Permit end oonetruot ou-nent-Irmun- tnnment Pradidea un you, site These Pra 1-mun Ds Itl6d bis- tM cr. nsbum'on of any Irvin-'-m 1.".s Now. comply. Com-m. Vermont Sld- Pmenm and lolbw tie requ,remene in Me Vermont S.rmwnel utim eement Manual. Thy S.nnweer Management Manual', aml,xLle aC www.vaaM yualM.«g/.Hom,wamb+m Pxxbg awing, r. xww.. min wok prey Da �m,aa mr,mnnr 10. Stabilize Soil at Final Grade purpose' Steeumg me tits wren seed ono mulch or erosion mug wen n reach -final a'ede I. 1h hart wq I_ on- t mown while «mstruction.minues. Requirements: Wimrn 4e heats d noel grading the axuosM sort ,anxd antl mulched nr i-ld win, nrosi�n control mnttmg j., Sol- 33 ftYe'l' 1 � x nwy.,n.mn,�w r....n r,.wxwrrmr x rww.we«now now Hoy To bomply: Bstor. a&nning mh..- walk the so ou-dies end peg thee, post IV. or m 0 orange secs Nn.. Fos. s massed! on any Iwunary won n 50 lest of A sham, lake Ian w wmdend. unless tDn one N sinned, developed (existing more, is ding, nc.l a•k no bomdame 'fiil�'lll� � I xr,w.wewewam wash Taaµmmxw�w.Nnwarweae �prwNwewrrw,waa.wa cow a.wm a<aa,rt Helen xn. •+ aMrr,wrr .onvhida extra«err ,nnfmis �f,4 How to comply. Bong thin alit m -illn, of me site to r-I Winn ran as Dnanble nIml oanNmmlon is uomosed. IMa will nedrse Me need rot aadabnal seem ent an amnion Iml meseu,as and win rnrsce sew tMal dbturbad I_ For selling and mulching rans, folbw ma apwaaetions ur.- Rule 8,'Snitud un, Expowd SuiP. 9. llmff Disturbance Area Purp limst amount dins, "wan at onetime. moues be patent., erases on afire Requirements, The psuMttW d do-bce area U -Wed an tM sne'n women sole«halbnbdbcherge onlyma image II- on the suthomenuh In- may x excesed in ant given time. IL obtain Upland Runoff Purpose: Dwm,lon bens rm momin rundf tram above me Ntrummn ant and Clnd1 soundme doorbedarea. Tbls "-d.'cluen' weer from becoming mudrbd with Boll Iram the tune" tints sM. Rsquir lenls. I/ Noen,wn.r rune on. your she fmm upnbpe areas ant you, I. ranee me follmwn, two condiffi- you un In -I a divenuen berm bet.. aisturomg Am wan 1. YoupNn.heveoneorrnor.ocnsdwiI.or-dn dryonedine 11,6nglueou. 2 Am,ege HODS of Ise d,sNrtNO Brea h 20%or stcelwr.• i Vy S. Stabilize Exposed Soil purpose Snndbg and -Inn,, Applying-Io. control n n,, antl hydroeaad'n, pro .11 mnhoda...bit.. .posed it. Muloneeend-ulipmDrctthewll Inca. comb gha Is edamlehlug. Requlremenb: All ,man of dies -ore must nos temcerery or ebarbs len,7or ,1421dunidtxt e- oemrh n e#. eosin m the Pmiwt ewhaiestrun. Aher this t me a,ry d N„Den.In the... moat ds eUDilk W It the end If Seen ware any. ihP lollowing ex.pt ana.PplY' • Stab luster le not repo I'ed If as [hwpd .. wntlnue n the erne win n tM r old 24 h- Ana meta N no OruDPlntlon bror<at to the tan 24 hours • 6taDil reuun s, m rauuirn I . n wind is occurting in of Self fist or issd excN,"on ore. rm deed. - . ids d2fenor,meU U.g souse loundatwn .cwetion. utility trenc eft ,it-1 M dNumanpe mutt hew ou-s rat sUDil In wttmn A8 blurs d m-ng nnel grade (sore peg, 331 79---.. _ .__ 1i'. De Watering Activltles Pegsts, TreN water Pompnlrum wor aewa.nngect tee st rt. clear when ,awing the eonetrucmn des I Requirements, Wets, him, dewNering scbvn.a Met erxys off of Ihtl unto .1- sae mnnt be cl.nr. eumn ou. red be to-ded into It- sewer., ,shoe, or wCibns unless me weer 1. clear. How. comply. Lunn, swh feel. un sellment rmn ags Yn deywtedng 11-n s. hos.a u, ppea I. -mile coate into altt knee. Indo,ess Install. M vegeletn arse•. away "ore waterwem. Remom accumubMJsninent eo, Its caner hies drep.raerl on steLaito the err. with eeetl and muk,. How. comply: Plan ahead an phase Ih, mnstructbn u-titles mthat no mom Our the imimId acreageis dlstu.bed at one on. Bswinto pmuarry stirlue ux -soil Nits seed Ind! minute o, -tin. oumnu matting -1. beginning wteh In a sea seat rn d the .1. Howloirlslall. , mauruna x � r A Berm -'art: 1.5 lseipssxC F m.41est B-BwmwMm:2M1M D Flaw eegM1: BnnUe six slopes: 2:1 or natm 1. Compact the Iwo, who a ahwN of eanhmovm, equipment. 2 Seed and muUh Dorm m cow with e,oabn oors. maMng Immedn.ly der hoseIran. 3 Stsblie the now channel with ed Indinnubs stool netnng L'n h. .1tioned wit,4 Inch Hone if the channel slow lins.th 20%" d Ensure the lean dress to a' tol'etl 1,h 11d.P Endure thetiherslenc tin dN. 5 ,sd'wrobn berm shall lsmnn'n pled "mil the dounmed ereaa ern omit-li stab Ilzn Ses page 39 fw... loo suana. nt onstiondi How to comply Prepare bon inn to, -ifing 11 aadmg the UP 3 to 6 Inches of doll and removing any Wit& wicks or debrle. ass}N YMear MeasrY aNOlWeen 4pIL11 5e :l Me' w/.wr, - S Wlm.n.n,'1't in ess.IN a mNw per nnN abNl,ulbw --�„-�- w pa p -{{ w -T 1 pwlwal nanVt nit 11wHy n�Y �au.,..,m,s,. •s..n..eau u...:-.. w.9 n win n, coo w: w.L+Nwxtbrmdheeea,1 1- rytwsli assid-cuss-raw a'ernwnnMrw rtrawwl P sit1 Soil 26 36 3. Stabilize Construction Entrance MrA Noabllnea construction entrance help, remove man ham..-w-to It- treckrng onto Nnrett If there Ind be Any.r.u. "aNN off of to constmM'rorr sae. lou must -11 a noel and .nnrudron e-n. before corner wit on Mons. N „rNrnr,ra noon rnK nwrw .,c14i"31:t 17 ,err UpNn Ru,ron A T 12. Inspect Your Site PuRxoso x stet an,eeir„w1 and msfunD r.aly. Rear,er ewadior. ,avid meintmaw. of p,adicea wr nND. reduce wnN antl mnhci wafer quellly. Regal,--. Hsi ma tits at Nat un. a.ry'1 days and after rwary rainfall or snowmelt met mwW in a dNnharge fops d-nd. Pm}urm mainenancn.eroure met p,ec".s am I ndloning according. Me epecadtione outlined In mM a�dbo a.exa..., � rre..wwu aW Yaeaaar late ♦ M 1 MaMYlwu awswrynw wmN la eu,weux.•un m. ran rwiro A. 7 For Permit Review JUk - 3 p Goy Od Descrrpf,on Cwecked Oofe 4u ^ Design SKf/ __- "ty o f U Drown s,� Erosion Control Details 3oChecguNi�9to Scale /S Date "may 7 2009 Summerfield Project 09143 I404 Hinesbuy Rood so. a-& ton, Yerma iYR6BS & LANS/NC Consultin 6n ineers. /nit. 9 9 "' EPSC- /64 Alain Street, Cote/iestere Vermont 05446 y +p lF I I I I 1 I ao v2 3 I ID I � I I I b � City or .�'. SoulA B7aA'r"ylan Yokxne J7/ Poyys B6 Apra 1S 19B6 `g I I I 1 1 ROW , I I I I I of I I I I I I II Buller Drive 1 I I %%?7578"W 2^ /p lhomos O ca7nor EMen M70007dr /Ound /lush ® VCknne 742 Pole 41J A�WV 1, 1978 caner fence ^ /PI I 10, xedn McObAYen YM-, 21J J% COral 4&-O. . Poge Noy /7, 1Z Y.,_ 217 Pole 401 Sepfem0 - 2, 1986 I I JI L4- T i ce &Davey Carav7ar Ydwne 692 Poge 352 0--bn 20, 2004 FURLONG ESTATE Volume 91 Poge 447 October 4, 1969 Area = 6e93Acres FL - - � � \ E isfmq Building rsfk.g PPo,ed pwkmq v 1"/P I , I• found �, found B 16" jll+°l� expose exposed I 1 � I Jack Rbsse# k7c. Wi m. T11 Poge 240 Boundory Notes Fkbrua y 5, 1985 1. the descrpfions controlling the locations of the boundaries of the Iona surveyed ond the physical evidence located and existing on the ground were compared and ono/yzed to provide boundary locations that are most inaicatire of the origmo/ intent of the deeds and ki ogreement with existing rnonurnentotion. 2 This plot of survey depicts boundary location of lands under the title of the owner, and also the limits, where known, of easements licenses ono/or other servitudes and rights that may encumber or beneh7 the 1P4 I I Bober! MC00001d \ Fallh McDonald VMxne 326 Poge 566 .fine 26. 1992 1 NO73J7 11' I"/P found, 12" exp�1 -posed /eoninl d Casement south 20 sew, Bw _ \ /P9 - " Marro$ xnsllahsen 1 S;ssef Ann Mrislansen Vot— 214 Poge J% No—bn 27,, 1985 Location Moo / N r. S NO !I?.65 / IPB' 1 Legend Pour Carter found a Carla founn d !?" Me T� pogo 74 \ Q Calculated pain! exposed ✓ vwy 7, 1985 ■ Concrete Monument Found 1 Iron Pipe Found NABUfiwnw / ® Iran Pipe with aluminum cop stomped LLS 639 set Existing Property Line /p7 \ New Property Line to be created ,A6 ebar X —X — Barbed Wire Fence w/ welded Pd- Sao "t " found RW ee T% P � Easement Lkre 6" exposed Aulusl 7, 1990 1 IO' Easement 102.BB' Survey No tes P6 - / - 1. A closed traverse was completed in ,.tine 2009 using a total stolion theodolite/ Nest COvvehon electronic drslonce meter (Sokkia Set JJGPK) and a steel tope. /p5 -- __ - - /" /P found — --- - - /•�P found 16" Arbrranne Cavohon Ydurne J4J Pop 2 All bearings ore calculated and referenced to Vermont State Plane Coordinate I" /P 1 \ Noy a, t99J Grid North, Magnetic north is approximately 76' West of Vermont State Plane found 8" found 8" IB" exposed exposed I Grid North. Vermont Stole Pone Grid North was determined from geodetic exposed exposed \ reference points Shunpike and Lone Pine. I ll&row7 BObrOYnbr7 \ I I 1 1 Jbow E. Maerson I Joan r 69e � 59 &0fld1an 46urph xolharw"e Murphy Roma hVe�er! Francesca Mavo"rs.Y .Mai E. P, Anderson Norch 4, -95 v k-, 777 Poge 259 _ Yelwne 6B6 P !70 Poll, ncfa6 24, 2004 I YM— 459 Poge /9 Aix 19, 1999 VOAxne 203 Page 474 I Aegusl /A 1984 i December 29, 2006 1 Cire18 Epp Senn Suq;rgn 1 K 1 Mop References \ Tonne SuNivan I V0&_, xx Poge xx \\ / Plan entitled Sub0'vision Plot o/ ButlerForms Owned by Homer & Mc Dubois Hhesburg Rood. South Burlington, I Vr. " by 7rudell Consulting Engineers Inc doted January l7, 1985 Mop Volume 197,, Page 97 2 Plan entitled "Ledge Knoll Subdivision - Homer & Marie Dubois, Hinesburg Rood, South Burlington" by Audell Consulting Engineers Inc. doted November 16, 1985 with revision dole of 5-8-85. Mop Slide 177 J Plan entitled 'Lot Layout - H. Dubois ^ South Burlington, doted August 1969, Map Slide 94 surveyed premises 1 4 Plan entitled "Prof of Survey - Arthur Toulont - Owner, Hinesburg Rood, South Burlington, Vr. " by PE Morcott J. Monuments hove been set in and on the ground where shown on the plot I doted August 12, 1970, Mop Slide 96. of survey, where, in the opinion the nrif was necessary to perpeluole ocorner not otherwise se monumentefed Monuments shown as L _ - "la be set" will be set of the title holders direction 4 Any boundary line location, based on deeds or documents recorded m the public records by which title or rights were conveyed to Robert & Ruth Furlong, or title or rights h7 lands at Robert & Ruth Furlong were otherwise delineated, is subject to accuracy and legality of those deeds or documents "Mere those deeds or documents we improperly executed as o molter of low or conloin errors or omissions in fact, or contain or ore based upon erroneous conclusions of low, then the depicted boundary locations may not be - vand 5. The boundary line locations shown ore also subject to accuracy and legality or lock of authority, of any grantor or grantee who professed the right or obility to convey, receive or condemn property or rights in the surveyed property 6. Any depiction on the plots at survey of boundary lines or other structures exclusive of boundary lines for the Estate at Robert Furlong were located by tocheometiy fie location and depiction of boundary lines other than those of the Estate of Robert Furlong. are not warranted and oil boundary lines depicted are subject to the accuracy and completeness of the public record 7 Ibis plot of survey is for the sole use of the Estate of Robert Furlong use by other properly owners, private or municpol, is speci%cally unoufhoried Dubois Drive 0' 20' 40' 80' 160' 240' Bor Scole = 40' Cerliiicotion M4 —MV is based an phys cd eWd-c, 14, OF VER4ti, raved k, the Feld end :+for otron abstracted kern deeds and oths N " pm'tLnent records and this surrey h A• consistent with that eWd-- This plot � „S V.P conforms to 27 SA seclkn 140J SSfa L AND SJ� ton A. Jeekes, U.S /6.i9 REc F� VAC RUC , Source of T". C-/'`�r- In onlee Deed from Homer L. & Marian Dubois (Zi of'; , J.& Ruth L. Furlong, October 4, 1959 Of so e vrlinWon Oole rented DesCiOWn 1Pecked Survey IAJ Boundory Survey Drown RAW Checked Londs of = 40' Furlong £stote Dote JFrne 21, 2009 Pro' cl 0974.i it 404 HinesburgRood So. BuNin "EIRS & MNSING Consulting Engineers, Inc. I" Main street, Colchester, Vernmnt 0"M r I. +lr 1 ) lv f J'- WARRANTY DEED KNOW ALL PEOPLE BY THESE PRESENTS THAT Buckthorn Group, LLC of the Town Williston, County of Chittenden, State of Vermont, Grantor, in consideration of one dollar and other good and valuable consideration paid to its full satisfaction by , Grantee, by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, and to his/her/their heirs, successors and assigns forever, all right, title and interest in a certain piece of land with improvements thereon in the City of South Burlington, County of Chittenden, State of Vermont, described as follows: Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated _, 2009, of record in Volume pages of the City of South Burlington Land Records. Said land and premises are further described as: A 0.58 acre parcel depicted as lot 1 as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor, said map has been recorded in the South Burlington City Land records at slide This Property is subject to the following easements and conveyances as set out in an Easement Deed dated 2009 from Buckthorn Group, LLC to the City of South Burlington and of record in Volume _, pages of the City of South Burlington Land Records and as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor, said map has been recorded in the South Burlington City Land records at slide . 1) A five-foot Landscape easement for benefit of the City of South Burlington, said easement extends along the southern boundary of lot 1 and, 2) a ten foot wide utility easement, said easement extends along the southern boundary of lot 1, 3) a ten foot wide recreation path easement, said easement extends along the eastern boundary of lot 1. This lot has the benefit of 1) a Storm water easement for benefit of the City of South Burlington in common with lots two through eight of the Smithfield development, within the boundaries of lot nine, 2) a ten foot wide foundation drain easement within the boundaries of lots two, three four and nine, as well as for a storm water pond located on lot nine for benefit of lots one through four of the Summerfield development, as set out in the above mentioned Deed from Buckthorn Group, LLC to the City of South Burlington All as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor record in Volume _, pages of the City of South Burlington Land Records. This storm water pond / area shall be maintained for the benefit of the grantor and the grantor's successors and assigns. All of the properties in the Smithfield development shall share equally in the cost of the maintenance of the stormwater pond / area. A condition of this deed is that each property owned shall pay one -ninth of the cost of the maintenance of the stormwater pond / area on an annual basis. s ILe�vU } A condition of this deed is that no pools, structures, swing sets or similar items will be placed within forty feet of the northern boundary of this lot. Fences and mowing will be allowed in this area. Reference may be had to the above -mentioned deeds and their records and to all prior deeds and their records in further aid of the description of the lands of which the lands herein conveyed comprise a part. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the said Grantees The City of South Burlington,Vermont and it's successors and assigns, to their own use and behoof forever, and Buckthorn Group, LLC for itself, its successors, administrators and assigns, does covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents Buckthorn Group, LLC is the sole owner of the premises, and has good right and title to convey in manner aforesaid, that it is free from every encumbrance except as aforesaid, and does freely engage to warrant and defend the same against all lawful claims whatsoever, except as aforesaid. In witness whereof, Grantor sets its hand this day of , 2009. Buckthorn Group, LLC John R. O'Brien, a member of the LLC, With actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this _ day of , A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public WARRANTY DEED KNOW ALL PEOPLE BY THESE PRESENTS THAT Buckthorn Group, LLC of the Town Williston, County of Chittenden, State of Vermont, Grantor, in consideration of one dollar and other good and valuable consideration paid to its full satisfaction by , Grantee, by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, and to his/her/their heirs, successors and assigns forever, all right, title and interest in a certain piece of land with improvements thereon in the City of South Burlington, County of Chittenden, State of Vermont, described as follows: Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated _, 2009, of record in Volume _, pages of the City of South Burlington Land Records. Said land and premises are further described as: A 1.96 acre parcel depicted as lot 9 as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor, said map has been recorded in the South Burlington City Land records at slide This Property is subject to the following easements and conveyances as set out in an Easement Deed dated 2009 from Buckthorn Group, LLC to the City of South Burlington and of record in Volume _, pages of the City of South Burlington Land Records and as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor, said map has been recorded in the South Burlington City Land records at slide . 1) A twenty -foot sewer easement for benefit of the City of South Burlington and lots one through nine. Said easements extends from the east side of the cul-de-sac at the end of Summerfield Lane, and proceeds east across lot nine to the boundary of the property of the grantor; 2) A five-foot Landscape easement for benefit of the City of South Burlington. Said easement extends along the westerly boundary of lot nine and, 3) a Storm water easement for benefit of the City of South Burlington and lots one through eight of the Smithfield development, within the boundaries of lot nine, This lot is also subject to a ten foot wide foundation drain easement for benefit of and lots one through four of the Smithfield development, within the boundaries of lot nine, as well as for detention pond in the northeast corner of the property herin conveyed. This storm water pond / area shall be maintained for the benefit of the grantor and the grantor's successors and assigns. This storm water pond / area shall be maintained for the benefit of the grantor and the grantor's successors and assigns. All of the properties in the Smithfield development shall share equally in the cost of the maintenance of the stormwater pond / area. A condition of this deed is that each property owned shall pay one -ninth of the cost of the maintenance of the stormwater pond / area. All as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor record in Volume �, pages of the City of South Burlington Land Records. Reference may be had to the above -mentioned deeds and their records and to all prior deeds and their records in further aid of the description of the lands of which the lands herein conveyed comprise a part. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the said Grantees The City of South Burlington,Vermont and it's successors and assigns, to their own use and behoof forever, and Buckthorn Group, LLC for itself, its successors, administrators and assigns, does covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents Buckthorn Group, LLC is the sole owner of the premises, and has good right and title to convey in manner aforesaid, that it is free from every encumbrance except as aforesaid, and does freely engage to warrant and defend the same against all lawful claims whatsoever, except as aforesaid. In witness whereof, Grantor sets its hand this _ day of , 2009. Buckthorn Group, LLC John R. O'Brien, a member of the LLC, With actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this _ day of , A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public WARRANTY DEED KNOW ALL PEOPLE BY THESE PRESENTS THAT Buckthorn Group, LLC of the Town Williston, County of Chittenden, State of Vermont, Grantor, in consideration of one dollar and other good and valuable consideration paid to its full satisfaction by , Grantee, by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, and to his/her/their heirs, successors and assigns forever, all right, title and interest in a certain piece of land with improvements thereon in the City of South Burlington, County of Chittenden, State of Vermont, described as follows: Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated , 2009, of record in Volume pages of the City of South Burlington Land Records. Said land and premises are further described as: A 0.62 acre parcel depicted as lot 8 as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor, said map has been recorded in the South Burlington City Land records at slide This Property is subject to the following easements and conveyances as set out in an Easement Deed dated 2009 from Buckthorn Group, LLC to the City of South Burlington and of record in Volume pages of the City of South Burlington Land Records and as set out on a final plant of Summerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor, said map has been recorded in the South Burlington City Land records at slide . 1) A ten -foot Landscape and sidewalk easement for benefit of the City of South Burlington, said easement extends along the northern boundary of lot 2 and, 2) a ten foot wide recreation path easement, said easement extends along the eastern boundary of lot 8. This lot has the benefit of 1) a Storm water easement for benefit of the City of South Burlington in common with lots two through eight of the Smithfield development, within the boundaries of lot nine, 2) as set out in the above mentioned Deed from Buckthom Group, LLC to the City of South Burlington All as set out on a final plat of Summerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor record in Volume , pages -of the City of South Burlington Land Records. This storm water pond / area shall be maintained for the benefit of the grantor and the grantor's successors and assigns. All of the properties in the Summerfield development shall share equally in the cost of the maintenance and repair of the stormwater pond / area. A condition of this deed is that each property owned shall pay one -ninth of the cost of the maintenance of the stormwater pond / area. A condition of this deed is that no pools, structures, swing sets or similar items will be placed within forty feet of the southern boundary of this lot. Fences and mowing will be allowed in this area. A further condition of this deed is that a fifty -foot wetland buffer will be maintained as is depicted on the above -mentioned plat of Summerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor record in Volume , pages of the City of South Burlington Land Records. Reference may be had to the above -mentioned deeds and their records and to all prior deeds and their records in further aid of the description of the lands of which the lands herein conveyed comprise a part. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the said Grantees The City of South Burlington,Vermont and it's successors and assigns, to their own use and behoof forever, and Buckthorn Group, LLC for itself, its successors, administrators and assigns, does covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents Buckthorn Group, LLC is the sole owner of the premises, and has good right and title to convey in manner aforesaid, that it is free from every encumbrance except as aforesaid, and does freely engage to warrant and defend the same against all lawful claims whatsoever, except as aforesaid. In witness whereof, Grantor sets its hand this _ day of , 2009. Buckthorn Group, LLC John R. O'Brien, a member of the LLC, With actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this _ day of , A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public I KNOW ALL PEOPLE BY THESE PRESENTS THAT Buckthorn Group, LLC of the Town Williston, County of Chittenden, State of Vermont, Grantor, in consideration of one dollar and other good and valuable consideration paid to its full satisfaction by The City of South Burlington,Vermont , Grantee, by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, The City of South Burlington,Vermont, and to it's successors and assigns forever, all right, title and interest in a certain piece of land with improvements thereon in the City of South Burlington, County of Chittenden, State of Vermont, described as follows: Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated , 2009, of record in Volume pages of the City of South Burlington Land Records. Said land and premises are further described as: Beginning at a point on the easterly side of Vermont Route 116, Hinesburg Road, which point to is located at 186.41 feet from the northwest corner of the property of the grantor, and preceding from that point north 81 ° 19' 43" East 140.33 feet to a point, continuing on the same course 71.24 feet to a point, preceding north 61 ° 44' 4" East 46.45 feet to a point, then continuing on the same course and 74.79 feet to a point, then through a series of a five curves as follows: The first curve has a radius of 75.00' an internal angle of 34' 34' 45", an arc length of 45.26' the bearing of the chord line is N 79' 01' 26 "W with a chord length of 44.58', the second curve Has a radius of 75.00, an internal angle of 44' 50' 25", an arc length of 58.70', the bearing of the chord line is N6° 175' 59" W, with a chord length of 57.21', the third curve has a radius of 75.00', an internal angle of 42' 32' 07", an arc length of 55.68', the bearing of the chord line is N 170 34' 43" W, with a chord length of 54.41' the fourth curve has a radius of 75.00', an internal angle of 62' 39' 16", an arc length of 82.01', the bearing of the chord line is N 35' 00' 59" E, with a chord length of 77.99' the final curve has a radius of 75.00' feet, an internal angle of 34 034' 45", an arc length of 45.26', the bearing of the chord line is N83 ° 38' 00" E, with a chord length of 44.58 feet and ends at a point; preceding north 79' 4' 38" West 74.79 feet to a point continuing on the same course 46.35 feet to a point turning and preceding South 810 19' 43" West 71.24 feet to a point, continuing on the same course 142.60 feet up to a point located on the easterly side of Route 116 turning to the left and preceding 60.04 feet north to the point of beginning. Meaning to convey the portion of the property depicted as a road and cul-de-sac all as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor. Reference may be had to the above -mentioned deeds and their records and to all prior deeds and their records in further aid of the description of the lands of which the lands herein conveyed comprise a part. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the said Grantees The City of South Burlington,Vermont and it's successors and assigns, to their own use and behoof forever, and Buckthorn Group, LLC for itself, its successors, administrators and assigns, does covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents Buckthorn Group, LLC is the sole owner of the premises, and has good right and title to convey in manner aforesaid, that it is free from every encumbrance except as aforesaid, and does freely engage to warrant and defend the same against all lawful claims whatsoever, except as aforesaid. In witness whereof, Grantor sets its hand this _ day of , 2009. Buckthorn Group, LLC John R. O'Brien, a member of the LLC, With actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this _ day of , A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public EASEMENT DEED KNOW ALL PEOPLE BY THESE PRESENTS THAT Buckthorn Group, LLC of the Town Williston, County of Chittenden, State of Vermont, Grantor, in consideration of one dollar and other good and valuable consideration paid to its full satisfaction by The City of South Burlington,Vermont , Grantee, by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, The City of South Burlington,Vermont, and to it's successors and assigns forever, Easements through, over and upon a certain piece of land in the City of South Burlington, County of Chittenden, State of Vermont, described as follows: Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated 2009, of record in Volume pages of the City of South Burlington Land Records. Said Easements are further described as: 1. Sewer Easement A twenty -foot sewer easement for benefit of the City of South Burlington and lots one through nine. Said easements extends from the east side of the cul-de-sac at the end of Summerfield Lane, and proceeds east across lot nine to the boundary of the property of the grantor as set out on a final plat of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor record in Volume _, pages of the City of South Burlington Land Records. 2. Recreation path easement A ten -foot recreation path easement for benefit of the City of South Burlington. Said easement extends from the northern boundary of the property of the grantor, along the western boundary of the property of the grantor and terminating at the southern boundary of the property of the grantor as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor record in Volume , pages of the City of South Burlington Land Records. 3. Landscape and sidewalk easements A ten -foot Landscape easement for benefit of the City of South Burlington. Said easements extends from the western boundary of the property of the grantor, along and within the northern boundaries of lot eight and a portion of lot seven as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor record in Volume pages of the City of South Burlington Land Records. A five-foot Landscape easement for benefit of the City of South Burlington. Said easements extends from the western boundary of the property of the grantor, along and within the southern boundaries of lots one, two, three and four; the westerly boundary of lot nine, the north-westerly boundary of lot five, the northerly boundary of lot six and the northerly boundary of lot seven to the point where it intersects with the above -described ten foot Landscape easement as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor record in Volume _, pages of the City of South Burlington Land Records. 4. Storm water easement A Storm water easement for benefit of the City of South Burlington within the boundaries of lot nine as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor record in Volume _, pages of the City of South Burlington Land Records. 5. Underground Utility Easement A ten -foot Under ground Utility easement for benefit of the City of South Burlington, to be used for sewer and water within the roadway. Said easements extends from the western boundary of the property of the grantor, as set out on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor record in Volume _, pages of the City of South Burlington Land Records. Reference may be had to the above -mentioned deeds and their records and to all prior deeds and their records in further aid of the description of the lands of which the lands herein conveyed comprise a part. TO HAVE AND TO HOLD said granted easements, with all the privileges and appurtenances thereof, to the said Grantees The City of South Burlington,Vermont and it's successors and assigns, to their own use and behoof forever, and Buckthorn Group, LLC for itself, its successors, administrators and assigns, does covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents Buckthorn Group, LLC is the sole owner of the premises, and has good right and title to convey in manner aforesaid, that it is free from every encumbrance except as aforesaid, and does freely engage to warrant and defend the same against all lawful claims whatsoever, except as aforesaid. In witness whereof, Grantor sets its hand this ^ day of , 2009. Buckthorn Group, LLC LIM John R. O'Brien, a member of the LLC, With actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this _ day of , A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public (,, j,& Kp A d WARRANTY DEED KNOW ALL PEOPLE BY THESE PRESENTS THAT Buckthorn Group, LLC of the Town Williston, County of Chittenden, State of Vermont, Grantor, in consideration of one dollar and other good and valuable consideration paid to its full satisfaction by The City of South Burlington,Vermont , Grantee, by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, The City of South Burlington,Vermont, and to it's successors and assigns forever, all right, title and interest in a certain piece of land with improvements thereon in the City of South Burlington, County of Chittenden, State of Vermont, described as follows: Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Warranty Deed of the Estate of Robert J. Furlong dated 2009, of record in Volume _, pages of the City of South Burlington Land Records. Said land and premises are further described as: A .29 acre parcel of land extending from the easterly side of a cul-de-sac at the termination of Summerfield Lane and running in a north-easterly direction along a curve to the northerly boundary of the property of the grator. Meaning to convey the portion of the property depicted as "Future Smithfield Lane" on a final plant of Sumerfield dated June 24, 2009 by Ian A. Jukes licensed land surveyor of record in Volume , pages of the City of South Burlington Land Records. Reference may be had to the above -mentioned deeds and their records and to all prior deeds and their records in further aid of the description of the lands of which the lands herein conveyed comprise a part. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the said Grantees The City of South Burlington,Vermont and it's successors and assigns, to their own use and behoof forever, and Buckthorn Group, LLC for itself, its successors, administrators and assigns, does covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents Buckthorn Group, LLC is the sole owner of the premises, and has good right and title to convey in manner aforesaid, that it is free from every encumbrance except as aforesaid, and does freely engage to warrant and defend the same against all lawful claims whatsoever, except as aforesaid. In witness whereof, Grantor sets its hand this — day of , 2009. Buckthorn Group, LLC John R. O'Brien, a member of the LLC, With actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this _ day of , A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public 11 Ah. 0P Irrevocable Offer of Dedication agreement made this day of July 2009 by and between Buckthorn LLC of Williston Vermont the owner and the city of South Burlington, Vermont municipality located in the County of Chittenden and State of Vermont (hereinafter "The City"). WHEREAS, the final approval of the Planning Commission - Development review Board by decision dated 2009 approved a nine lot development and subdivision on Route 116 (Heinsburg Road) as shown and depicted on a plan entitled "Final Plat" "Sumerfield" dated June 24, 2009 by Ian A. Jukes licensed land surveyor as recorded in The South Burlington Land records in Book at page WHEREAS, the final approval contains conditions that obligates the owner to dedicate to The City a recreation path easement, a sewer easement, a future road way extension, a storm water easement, landscaping easements and the street that will serve the homes to be built in the subdivision as shown on the above described map and WHEREAS, the above described lands and/or interests therein are to be dedicated to The City free and clear of all encumbrances, pursuant to said final approval and final plat; and, WHEREAS, the Owner(s) has delivered to the Municipality appropriate deeds of conveyance for the above described lands and/or interests therein. NOW THEREFORE, in consideration of the final approval of the Municipality's Planning Commission and for other good and valuable consideration, it is covenanted and agreed as follows: 1. The Owner(s) herewith delivers to the Municipality a deed or deeds of conveyance, the descriptive portions of which are attached hereto as Exhibit A, said delivery constituting a formal offer of dedication to The City, to be held by the Municipality until the acceptance or rejection of such Offer of Dedication by The City 2. The Owner(s) agrees that said formal Offer of Dedication is irrevocable and can be accepted by the Municipality in whole or in part at any time. 3. This Irrevocable Offer of Dedication shall run with the land and shall be binding upon all assigns, grantees, successors and/or heirs of the Owners. 4. Notwithstanding the foregoing, should there come a time when development on adjacent parcels of land is complete and it becomes apparent that a future road way extension will not be needed or desirable then, upon the request of the then owner of the property that would be burdened by the future road way extension the city may give up its right to the future road way extension. In witness whereof, Grantor sets its hand this _ day of , 2009. Buckthorn Group, LLC John R. O'Brien, a member of the LLC, With actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this day of , A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public Permit Number SD- - 3 APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary ❑X Final PUD Being Requested? QX Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#) Estate of Robert Furlong, (Claire Lewis, Executrix) 1747 Porters Point Road Colchester, VT 05446 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 91 Page 447 3) APPLICANT (Name, mailing address, phone and fax#) Buckthorn Group, c/o Cathy O'Brien 839 Oak Hill Road Williston, VT 05495 (802) 878-6022 (P) (802) 878-6022 (F) cathy_ob@myfairpoint.net 4) CONTACT PERSON (Name, mailing address, phone and fax#) Scott Homsted, Krebs & Lansing Consulting Engineers 164 Main Street Colchester, VT 05446 (802) 878-0375 (P) (802) 878-9618 (F) a. Contact email address: klengineers@comcast.net 5) PROJECT STREET ADDRESS 1404 Hinesburg Road 6) TAX PARCEL ID # (can be obtained at Assessors Office) 0860-01404 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): The applicant is proposing a nine lot residential subdivision on an existing 7+/- acre parcel located at 1404 Hinesburg Road. b. Existing Uses on Property (including description and size of each separate use) The existing use of the lot consists of one approximately 2,200 sq. ft. single family home served by 570 ft. of 10 ft. wide paved driveway. c. Proposed Uses on property (include description and size of each new use and existing uses to remain) Lots 1-8 range from 0.39 acres to 0.62 acres in size and will each feature a new single family home, garage, deck, and paved driveway. The lots will be served by municipal water and sewer connections. Lot 9 will be 1.96 acres and will feature the existing house. New municipal water and sewer connections will be extended to the existing house as part of the project. The project will be served by a new City street entitled, Summerfeld Lane. d) Total building square footage on property (proposed buildings and existing buildings to remain) Existing building = 2,200 sg.ft.; New building, garage, & deck for each lot = 1,725 +/- sq.ft Total new building = 8 * 1,725+/- = 13,800 +/- sg.ft. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) The existing house is two stories The proposed houses will be a maximum of 2 story, not more than 36 ft. high. f. Number of residential units (if applicable, new units and existing units to remain) Eight new residential units, one existing residential unit. g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees) N/A. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. The existing lot will be subdivided into nine lots and a City right of way. 8) LOT COVERAGE (ALL information MOST be provided here, even if no change is proposed) a) Size of Parcel: 6.93 acres/301,870 sq.ft. (acres/sq. ft.) b) Building Coverage. Existing 2,200 Square Feet 0_7 % Proposed 16,000 +/- Square Feet 5_3 % c) Overall Coverage: (building, parking, outside storage, etc) Existing 8,800 Square Feet 2_9 % Proposed 42,250+/- Square Feet 14.0% d) Front yard Coverage(s) (commercial projects only): Existing Square Feet % Proposed Square Feet % 2 9) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on this subject property? ❑X Yes ❑ No b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? No. c) If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 10) AREA DISTURBED DURING CONSTRUCTION. 142,000+/- sq. ft. Project disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 11) COST ESTIMATES a) Building (including interior renovations) $ 1,200,000 b) Landscaping $ _9,600 (see itemized list, Sheet L.-1, Landscaping Plan) Please submit itemized list of landscaping proposed c) Other site improvements (please list with cost) Roads, utilities, and general site work = $ 315,000 12) ESTIMATED TRAFFIC. (Land Use : 210) a) Average daily traffic for entire property (in and out) = 86 b) A.M. Peak hour for entire property (in and out) = 7 c) P.M. peak hour for entire property (in and out) = 9 13) PEAK HOURS OF OPERATION: 7:00 A.M. to 9:00 A.M. / 4:00 Y.M. to 6:00 P.M. 14) PEAK DAYS OF OPERATION: Weekdays 15) ESTIMATED PROJECT COMPLETION DATE: Fall 2010 for infrastructure, Fall 2012 for single family homes. 16) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. See attached. 17) PLANS AND FEE. Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT NAME I 4 I \'4 G Do hV w-rlte below this DATE OF SUBMISSION: I have reviewed this final plat application and find it to be: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee Date 0 Subdivision Plat Application 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my know?e. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTV OWNER PRINT NAME Do not write below this line 5 Subdivision Plat Application DATE OF SUBMISSION: 1 ) L61 I have reviewed this preliminary plat application and find it to be: Complete ❑ Incomplete 4,-,L 2 r of Planning & Zoning or Designee i D I. Abuttor List 1404 Hinesburg Road, South Burlington 1002-00012 Robert and Faith McDonald 12 Knoll Circle, South Burlington, VT 05403 1002-00010 Thomas and Sissel Kristiansen 10 Knoll Circle, South Burlington, VT 05403 1002-00008 Paul and Margery Carter 8 Knoll Circle, South Burlington, VT 05403 1002-00006 Joseph and Rebecca Brayden 6 Knoll Circle, South Burlington, VT 05403 0860-01398 Bradley Gardner P.O. Box 21, Colchester, VT 05446 0860-01302 Thomas and Ellen O'Connor 1402 Hinesburg Road, South Burlington, VT 05403 0575-0004 Jack Russell Inc. 4 Dubois Drive, South Burlington, VT 05403 0575-00006 Janet Cooper 6 Dubois Drive, South Burlington, VT 05403 0575-00008 Francesca Moravcsik 8 Dubois Drive, South Burlington, VT 05403 0575-00010 Jee E. and Jee EP Anderson 10 Dubois Drive, South Burlington, VT 05403 0575-00012 William Jr. and Joan Boardman 12 Dubois Drive, South Burlington, V.I.05403 0860-01406 Kevin and Carol McQuillen 1406 Hinesburg Road, South Burlington, VT 05403 0860-01175 City of South Burlington 555 Dorset Street, South Burlington, VT 05403 E I PLAN INDEX SUMMERFIELD 1404 HINESBURG ROAD SOUTH BURLINGTON, VERMONT L-1 LANDSCAPING PLAN X-1 EXISTING CONDITIONS PLAN C-1 FINAL PLAT C-2 SITE PLAN C-3 ROAD & UTILITY PROFILES C-4 ROAD DETAILS C-5 STORMWATER DETAILS C-6 SANITARY SEWER DETAILS C-7 WATER SYSTEM DETAILS EPSC-1 EPSC - DRAINAGE MAP EPSC-2 EPSC - PRE CONSTRUCTION PLAN EPSC-3 EPSC - CONSTRUCTION PLAN EPSC-4 EPSC - STABILIZATION PLAN EPSC-5 EROSION CONTROL DETAILS EPSC-6 EROSION CONTROL DETAILS EPSC-7 EROSION CONTROL DETAILS BOUNDARY SURVEY - LANDS OF FURLONG ESTATE Old World (V2703) i Page 1 of 2 PHILIPS PHILIPS Ctick here to register. i Login Home Products News 1'raining About 1-€adco Old World (V2703): Luminaires: Line Voltage: Post 1 .................................................................-............................... ...... _........................... ................._....... Additional Information Li _+ Instruction Sheets +; Line Art +; Application Shots Product Shots +J- IES Files Search Products 5e,:rcl1 Representative Locator Distributor Locator HOUSING: 356 HM high -strength, low -copper, proprietary cast aluminum alloy . Tool -less lamp access. Hinged roof with stainless steel thumb screw. Tool -less ballast access. Twistlock ballast assembly with quick disconnects for easy maintenance. A weatherproof ballast assembly isolates the ballast from water and heat for longer life. The optional photo control eye is located in the ballast enclosure for easy access. All non-ferrous fasteners prevent corrosion and ensure longer life. Slip Fitter Dimensions: 3" I.D. x 3" deep . FINISH: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM 3-117-64 and ANSI/ASTM G53.77 specifications. For larger projects where a custom color is required, contact the factory for more information. OPTICAL ASSEMBLY: Type III Refractive Panels. Type V Refractive Panels. Optically designed, U.V. stabilized, injection molded, acrylic refractive panels. Type III Cutoff. Type V Cutoff. Precision formed, segmented specular aluminum internal cutoff reflector with horizontal lamp mounting. U.V. stabilized, injection molded, clear acrylic panels. Tool -less removal panels for ease of cleaning. LAMPING: MH and HIPS Medium base: El7. MH and 25OW HPS Mogul base: ED28. 70W-150W HIPS Mogul base: ED23.5. ELECTRICAL ASSEMBLY: Twistlock Ballast Assembly with Quick Disconnects for easy maintenance. Ballasts are HPF core and coil. 4kv rated medium base porcelain socket. Nickel -plated screw shell with center contact. 4kv rated mogul base porcelain socket. Nickel -plated screw shell with center contact. BALLAST: All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 5% lamp power regulation with +/- 10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20° F or -30' C and HIPS at -40' F or -40°C. NOTE: All ballasts are EISA / Title 20 / Title 24 compliant where applicable. CERTIFICATIONS: UL Listed to U.S. safety standards for wet locations. cUL Listed to Canadian safety standards for wet locations. Manufactured to ISO 9001:2000 Standards. WARRANTY: Three-year limited warranty. Height: 36 1 /4" 192cm) Width: 191/2" (49cm) Max. EPA: 2.97 sq. ft. Max. Weight: 57 lbs IESNA Classifications: Semi Cutoff: Refractive Panels IESNA Classifications: Cutoff: Cutoff Optics Ordering Guide Example: V2703 A B3 N D 70S E Product Code V2703 Old World Finish WABIack B White G Verde H Bronze MJGreen Optics 83 Type III Refractive Panels B5 Type V Refractive Panels T3 Type III Cutoff `7 T5 Type V Cutoff `1 Photo Control N None B Button Eye Photo Control Socket http://www.hadco.com/Hadco/Public/ProductDetail.aspx?pid= 19 7/8/2009 Old World (V2703) Page 2 of 2 D Medium G Mogul Wattage 70S 70W HPS 1005 100W HPS 1505 150W HPS 2505 250W HPS '2 70H 70W MH '3 1001-1 100W MH '3 150H 150W PMH 250H 250W PMH '2 Voltage E 120V F208V G 240V H 277V K 347V '1 Cutoff optics available vAth Medium base (D) socket only '2 Available in Mogul base (G) socket only. '3 Available in Medium base (D) socket only. Accessories None Available ® 2009 Hadco I Privacy Statement I Disclaimer I Warranty WHIPS MEM40 Directions and Contact http://www.hadco.com/Hadco/Public/ProductDetail.aspx?pid=19 7/8/2009 Old World 3 Specification Sheet Project Name: Location: MFG: Hadco Fixture Type: Catalog No.: Qty: Orderinq Guide Example: V2703 A B3 N D 70S E Product Code V2703 Old World Finish A Black B White G Verde H Bronze J Green Optics B3 Type III Refractive Panels B5 Type V Refractive Panels T3 Type III Cutoff *1 T5 Type V Cutoff *1 Photo Control N None B Button Eye Photo Control Socket D Medium G Mogul Wattage 70S 70W HPS 100S 10OW HPS 150S 15OW HPS 250S 250W HPS *2 70H 70W MH *3 100H 100W MH *3 150H 15OW PMH 250H 25OW PMH *2 Voltage E 120V F 208V G 240V H 277V K 347V *1 Cutoff optics available with Medium base (D) socket only. *2 Available in Mogul base (G) socket only. *3 Available in Medium base (D) socket only. Specifications HOUSING: 356 HM high -strength, low -copper, proprietary cast aluminum alloy . Tool -less lamp access. Hinged roof with stainless steel thumb screw. Tool -less ballast access. Twistlock ballast assembly with quick disconnects for easy maintenance. A weatherproof ballast assembly isolates the ballast from water and heat for longer life. The optional photo control eye is located in the ballast enclosure for easy access. All non-ferrous fasteners prevent corrosion and ensure longer life. Slip Fitter Dimensions: 3" I.D. x 3" deep . FINISH: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required, contact the factory for more information. OPTICAL ASSEMBLY: Type III Refractive Panels. Type V Refractive Panels. Optically designed, U.V. stabilized, injection molded, acrylic refractive panels. Type III Cutoff. Type V Cutoff. Precision formed, segmented specular aluminum internal cutoff reflector with horizontal lamp mounting. U.V. stabilized, injection molded, clear acrylic panels. Tool -less removal panels for ease of cleaning. LAMPING: MH and HPS Medium base: E17. MH and 250W HPS Mogul base: ED28. 70W-150W HPS Mogul base: ED23.5. ELECTRICAL ASSEMBLY: Twistlock Ballast Assembly with Quick Disconnects for easy maintenance. Ballasts are HPF core and coil. 4kv rated medium base porcelain socket. Nickel -plated screw shell with center contact. 4kv rated mogul base porcelain socket. Nickel -plated screw shell with center contact. ISO 9001:2000 Registered Pa e 1 of 2 Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. 100 Craftway Littlestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadco.com Copyright 2008 Philips HADHADCO is a Philipsgroup bi tr; Old World (V2703) Specification Sheet Project Name: Location: MFG: Hadco Fixture Type: Catalog No.: BALLAST: All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 5% lamp power regulation with +/- 10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20° F or -30' C and HPS at -40°F or -40°C. NOTE: All ballasts are EISA / Title 20 / Title 24 compliant where applicable. CERTIFICATIONS: UL Listed to U.S. safety standards for wet locations. cUL Listed to Canadian safety standards for wet locations. Manufactured to ISO 9001:2000 Standards. WARRANTY: Three-year limited warranty. Height : 36 1/4" (92cm) Width: 19 1/2" (49cm) Max. EPA: 2.97 sq. ft. Max. Weight: 57 Ibs IESNA Classifications: Semi Cutoff: Refractive Panels IESNA Classifications: Cutoff: Cutoff Optics ISO 9001:2000 Registered Page 2 of 2 immommow Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. 100 Craftway Littlestown, PA 17340 tel(717) 359-71.31 fax (717) 359-9289 www.hadco.com Copyright 2008 Philips I l I P� �y It g� .5 a �r i g e k44 r q II ,1 naucu uynuriy Horizontal Footcandles V2703 Old World Scale: 1 Inch = 20 Ft. Type III Cutoff Optics, 70w mH Light Loss Factor = 0.69 12' 6" Pole Total Lumens Per Luminaire = 6200 Mounting Height = 12.50 Ft Maximum Calculated Value = 3.22 Fc Arrangement: Single Photometric Toolbox Professional Edition (c) copyright 1995-2008 by Lighting Analysts, Inc. Calculations based on published IES Methods and recommendations. Results derived from content of manufacturers photometric file. r rs 64RDENE PPLY COMPANY 6 21/2-3" Autumn Blaze Maples 12 21/2-3" Princeton Elms 11 21/2-3" River Birch Subtotal: VT Sales Tax 6% Williston Sales Tax 1 % TOTAL: JOB QUOTE To: Buckthorn Group Aft: Cathy Date: July 8, 2009 Phone: 802.373.1973 From:Gardener's Supply Fax: Email:vzeoi931@myfairpoint.net Job Name: Summerfield $ 300.00 $ 1,800.00 $ 375.00 $ 4,500.00 $ 240.00 $ 2,640.00 $ 8,940.00 $ 536.40 $ 89.40 $ 9,565.80 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or bod a earing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE. NAME MA �i _ kRt 5-rh I�/.S�`� � 9'0 eex-�, 10ovat,A w k/t, l� geese A"Ife/ 91, �0 6� /3 r` ra 4 (LING ADDRESS ID 0 v \, . l 33 j— (�k RL. U 1 '� Oe �S� , � )—a pv, v i So 3WC14, Xwdg i PROJECT OF INTEREST o'0e,L-L- 3,r 6 2S7S t2xyrexf Dr. asp 13&78,esf ��+ticr�r CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of otice of and appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: AME MAILING ADDRESS PROJECT OF INTFRFc-r 1VuqI-M y Ae. �z. t southburfiingtov PLANNING & ZONING May 11, 2009 William Jr. and Joan Boardman 12 Dubois Drive South Burlington, VT 05403 RE: 1404 Hinesburg Road Dear Property Owner Enclosed is a copy of the draft agenda for the May 19, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburi.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, V Jana Beagiey Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com I CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: May 14, 2009 drb\sub\buckthorn\sketch_0923.doc Plans received: May 8, 2009 BUCKTHORN GROUP— 9-LOT SUBDIVISION 1404 HINESBURG ROAD SKETCH PLAN APPLICATION #SD-09-23 Agenda # 10 Meeting date: May 19, 2009 Owner Applicant Estate of R Furlong, Claire Lewis Buckthorn Group 1747 Porters Point Road c/o John and Kathy O'Brien Colchester, 05446 839 Oak Hill Road Williston, VT 05495 Contact Property Information Patrick Brien Tax Parcel 0800-01404 8151 Rte 116 SEQ Zoning District- Neighborhood Residential Hinesburg, VT 05461 7.0 acres Location Ma CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn\sketch seg The Buckthorn Group, hereinafter referred to as the applicant, is seeking sketch plan review to subdivide a 7 acre parcel developed with an single-family dwelling into nine (9) lots, 1404 Hinesburg Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on May 8, 2009 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements SEQ-NR Zoning District Requirement/Limitation Proposed Min. Lot Size 12,000 SF >0.47 acres 4 Max. Density 1.2 units/acre base density= 8 units 9 units ♦ Max. Building Coverage 15% <15% ♦ Max. Total Coverage 30% <30% ♦ Min. Front Setback 20 ft. >20 ft. ♦ Min. Side Setback 10 ft. >10 ft. *Min. Rear Setback 30 ft. >30 ft. zoning compliance ♦ No buildings are proposed at this time; therefore this criterion will be enforced by the administrative officer at such a time as the applicant proposes buildings for the lots. The applicant has stated that they will be within the allowable dimensions. + At 1.2 units per acre, the 7.0 acres would allow up to 8 units. Therefore, the applicant will need to utilize one transferred development right. This would be well below the allowable 4 dwelling units per acre. 1. All land development, including but not limited to expansions, sunrooms, and decks shall be limited to the building envelope shown on the plans submitted as part of this application and shall be permitted through zoning permits by the Administrative Officer. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations (SBLDR), subdivisions shall comply with the following standards and conditions: The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The standards for this criterion are found below in a review of the regulations of the Southeast Quadrant. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn\sketch seq 2. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. Southeast Quadrant District This proposed subdivision is located in the southeast quadrant district Therefore it is subject to the provisions of Section 9 of the SBLDR. 9.06 Dimensional and Design Requirements Applicable to All Sub -Districts The following standards shall apply to development and improvements within the entire Southeast Quadrant Zoning District. A. Height. (1) The maximum height of any occupied structure in the SEQ-NRP, SEQ-NRT, or SEQ- NR sub -district shall not exceed forty-five feet (45'); the waiver provisions of Section 3.07(E) shall not apply to occupied structures in these sub -districts. (2) The maximum height of any occupied structure in the SEQ-VR or SEQ-VC sub- district shall not exceed fifty feet (50'); the waiver provisions of Section 3.07(E) shall not apply to occupied structures in these sub -districts. The applicant has not yet addressed the proposed height of the buildings. It is not expected that the single family residences would exceed 45 feet. This criterion will be enforced when the applicant applies for zoning permits for units on the individual lots. B. Open Space and Resource Protection. (1) Open space areas on the site shall be located in such a way as to maximize opportunities for creating usable, contiguous open spaces between adjoining parcels The applicant is proposing eight lots which are similar in size, ranging from .47 to .63 acres. One lot, which will house the existing single family home, is proposed to be 1.99 acres. The units are dispersed throughout the seven acres fairly uniformly. While most of the lot will remain un- improved, there is no designated open space or usable open spaces between parcels. The Board should discuss this issue and determine whether or not it is appropriate to enforce this criterion for a project proposed at this mid -sized scale. 3. The Board should discuss the layout of the lots with respect to the issue of contiguous open spaces between parcels. (2) Building lots, streets and other structures shall be located in a manner consistent with the Regulating Plan for the applicable subdistrict allowing carefully planned development at the average densities provided in this bylaw. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn\sketch sea 9.07 Regulating Plans A. Description and Regulatory Effect. The regulatory text of this Article is supplemented with illustrations, officially known as the Regulating Plan, illustrating the dimensional and design concepts. The Regulating Plan contains basic land planning and neighborhood design criteria that are intended to foster attractive and walkable neighborhood development patterns. Design criteria and guidelines set forth below are intended to address basic neighborhood design relationships related to scale, connectivity, and overall orientation that promote pedestrian friendly development as follows in Section 9.07(C). The Regulating Plan is an illustrative guide; it does not have the same force of regulation as does the text in this bylaw. However, the Development Review Board will refer to both the Regulating Plan and the text of this section in its project reviews B. General Provisions (1) The Regulating Plan shall apply to new development within the SEQNRT, SEQ-NR, SEQ- VR and SEQ-VC sub -districts. (2) All residential lots created on or after the effective date of this bylaw in any SEQ sub -district shall conform to a standard minimum lot width to depth ratio of one to two (1:2), with ratios of 1:2.5 to 1:5 recommended. The applicant is proposing a lot width to depth ratio of only 1: 1.5. This does not meet the guidelines. The applicant must reduce the width of the lots to reach at least the minimum 1:2 ratio. Doing so may be especially beneficial as a means to create a reserved open space lot, or reserved space for access easements to abutting properties. 4. The plans shall be revised such that the lot dimensions meet the minimum lot width to depth ratio of 1:2. C. Street, Block and Lot Patterns (1) Overall Criteria: Development criteria within the Street, Block and Lot Pattern section are intended to provide pedestrian -scaled development patterns and an interconnected system of streets that allow direct and efficient walking and bicycling trips, and decrease circuitous vehicular trips. (2) Street Design: The intention of street design criteria is to provide a system of attractive, pedestrian -oriented streets that encourage slower speeds, maximize connections between and within neighborhoods, and contribute to neighborhood livability. (3) Building Design: The intention of the building design guidelines is to ensure that new housing and commercial development reinforce a pedestrian -friendly environment, while allowing creativity in design. The subject lot presents a difficult canvas for adherence to these criteria. The 7.0 acres, limited to less than 10 lots to avoid the Act 250 requirements, does not easily lend to interconnected streets or a circuitous road. Pedestrian scale is somewhat achieved given the size of the neighborhood. Staff does recommend a sidewalk, in adherence with the strict guidelines of the section. 5. A sidewalk shall be provided on at least one side of the road. The plans shall be revised accordingly. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn\sketch seg (3) A plan for the proposed open spaces and/or natural areas and their ongoing management shall be established by the applicant. Again, at this time, no open spaces or natural areas exist. No common land is proposed. As such, there is no corresponding plan. (4) Sufficient grading and erosion controls shall be employed during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the Development Review Board may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The applicant has not yet submitted a grading and erosion control plan. 6. The applicant shall submit a grading and erosion control plan as part of preliminary plat review. The plan shall meet the standards set forth in Section 16.03 and 16.04 of the SBLDR. (5) Sufficient suitable landscaping and fencing shall be provided to protect wetland, stream, or primary or natural community areas and buffers in a manner that is aesthetically compatible with the surrounding landscape. Chain link fencing other than for agricultural purposes shall be prohibited within PUDs; the use of split rail or other fencing made of natural materials is encouraged. The applicant has not yet submitted a wetlands delineation of the site. Based on state maps, there do not appear to be any on the site. The applicant should confirm this. 7. The applicant should address whether there are any wetlands on the site. C. Agriculture. The conservation of existing agricultural production values is encouraged through development planning that supports agricultural uses (including but not limited to development plans that create contiguous areas of agricultural use), provides buffer areas between existing agricultural operations and new development, roads, and infrastructure, or creates new opportunities for agricultural use (on any soil group) such as but not limited to community -supported agriculture. Provisions that enhance overall neighborhood and natural resource values rather than preservation of specific soil types are strongly encouraged. This criterion is not applicable to this application. D. Public Services and Facilities. In the absence of a specific finding by the Development Review Bloard that all alternative location anu'/Ur provision Is approved for a bpeunit; development, the location of buildings, lots, streets and utilities shall conform with the location of planned public facilities as depicted on the Official Map, including but not limited to recreation paths, streets, park land, schools, and sewer and water facilities. (1) Sufficient water supply and wastewater disposal capacity shall be available to meet the needs of the project in conformance with applicable State and City requirements, as CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn\sketch seg evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. The subject lot is not currently on public water or sewer. The applicant has not yet provided any plans or details for water or sewer on the site. 8. The preliminary plat plan shall include details for the supply of water and disposal of sewer. These plans shall be reviewed by the appropriate departments and revised if necessary. (2) Recreation paths, storm water facilities, sidewalks, landscaping, utility lines, and lighting shall be designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. The applicant is not proposing any recreation paths or sidewalks; therefore there is no extension to adjacent properties. Staff has already stated that a sidewalk must be added. The applicant has also stated that they will be exploring the easements which exist that connect the site to the property to the north. It is unclear what the nature of these easements is and whether any would allow for pedestrian connections. 9. The applicant shall clarify any potential connections to abutting properties. (3) Recreation paths, utilities, sidewalks, and lighting shall be designed in a manner that is consistent with City utility plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. Again, the applicant is not proposing any recreation paths or sidewalks at this time. This shall be revised. The applicant should also show a recreation path along Hinesburg Road 20 feet in width. 10. The plans should be revised to show that the 20 foot easement along Hinesburg Road is intended as a recreation path easement. (4) The plan shall be reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for evaluation including, but not limited to, minimum distance between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. The City of South Burlington Fire Department has stated that they will review the plans at the next level when more details are available. 11. The South Burlington Fire Chief shall review all future sets of plans and provide comments. E. Circulation. The project shall incorporate access, circulation and traffic management strategies sufficient to prevent unsafe conditions on of adjacent roads and sufficient to create connectivity for pedestrians, bicycles, vehicles, school transportation, and emergency service vehicles between neighborhoods. In making this finding the Development Review Board may CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn\sketch seg rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Staff finds the circulation on the site to be adequate. However, in accordance with the standards below, cul-de-sacs may not be permitted for certain lengths of street. See comments on this matter below. (1) Roads shall be designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. Again, the applicant shall investigate all potential connections to adjacent properties, planned and unplanned, developed and undeveloped. (2) Roads shall be designed in a manner that is consistent with City roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. The City Engineer shall comment further on this matter and should have comments as part of the preliminary plat review. 12. The South Burlington City Engineer shall review all future sets of plans and provide comments. (3) The provisions of Section 15.12(D)(4) related to connections between adjacent streets and neighborhoods shall apply. This criterion is not applicable to this project. 9.09 SEQ-NR Sub -District; Specific Standards The SEQ-NR sub -district has additional dimensional and design requirements, as enumerated in this Section. A. Street, Block and Lot Pattern (1) Development blocks. Development block lengths should range between 300 and 500 linear feet. If longer block lengths are unavoidable blocks 500 feet or longer must include mid -block public sidewalk or recreation path connections. This criterion is not easily applicable to this application. The development as planned is too small to warrant neighborhood blocks. However, as previously noted, the applicant and the board should discuss the general layout of the site. (<) Interconnection ofS_1L t . Average spacing between intersections shall be 300 to 500 feet. Dead end streets (e.g. culs de sac) are discouraged. Dead end streets may not exceed 200 feet in length. Street stubs are required at the end of dead end streets to allow for future street connections and/or bicycle and pedestrian connections to open space and future housing on adjoining parcels per section 15.12(D)(4). CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornlsketch se The applicant is proposing a cul-de-sac to dead end a street of more than 500 feet. This appears to be in direct conflict with this criterion, which states that dead end streets may not exceed 200 feet in length. The Board should discuss this. Staff would be more amendable to a temporary cul-de-sac if provision was made for future connection to the property to the north. 13. The Board should discuss the proposed cul-de-sac, with respect to the text of the Land Development Regulations. (3) Street Connection to Adjoining Parcels. Street stubs are required to be built to the property line and connected to adjacent parcels per section 15.12(D)(4) of these Regulations. Posting signs with a notice of intent to construct future streets is strongly encouraged. There is the potential for this lot to connect with the property to the north. The property to the north is currently developed with a single family home. However, it is of a similar size and could support anywhere from 1 to potentially 15 or more additional units. That property also has an ideal curb -cut directly across from the existing roadway of Butler Drive. As the potential for connection is possible, potentially even imminent, it is imperative to at least require an access easement to this property so that shared access could be made possible. Staff does not recommend planning the southeast quadrant into multiple, unconnected cul-de-sacs. 14. At the very minimum, an access easement at least 50 feet in width shall be provided to the property to the north. (4) Lots shall maintain a minimum lot width to depth ratio of 1:2, with a ratio of 1:2.5 to 1:5 recommended. As already stated, The proposed project depicts a width to depth ratio of approximately 1:1.5. The applicant is proposing a lot width to depth ratio of only 1: 1.5. This does not meet the guidelines. The applicant must reduce the width of the lots to reach at least the minimum 1:2 ratio. Doing so may be especially beneficial as a means to create a reserved open space lot, or reserved space for access easements to abutting properties B. Street, Sidewalk & Parking Standards (1) Street dimensions and cross sections. Neighborhood streets (collector and local) in the VR sub -district are intended to be low -speed streets for local use that discourage through movement and are safe for pedestrians and bicyclists. Dimensions for public collector and local streets shall be as set forth in Tables 9-3 and 9-4, and Figures 9-8 and 9-9 below. (2) Sidewalks. Sidewalks must be a minimum of five feet (5') in width with an additional minimum five-foot planting strip (greenspace) separating the sidewalk from the street. Sidewalks are required on one side of the street, and must be connected in a pattern that promotes walkability throughout the development. The DRB may in its discretion require supplemental sidewalk segments to achieve this purpose. Again, staff has stated that a sidewalk be added the plans. (3) Street Trees; see Section 9.08(B)(3) CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn\sketch seq Street trees are required along all streets in a planting strip a minimum of five feet wide. Street tress shall be large, deciduous shade trees with species satisfactory to the City Arborist. Street trees to be planted must have a minimum caliper size of 2.5 to 3 inches DBH, and shall be planted no greater than thirty feet (30') on center. The preliminary plat plan shall show street trees for the public road. 15. The preliminary plat plan shall show street trees in accordance with this criterion. (4) On -street parking; see Section 9.08(B)(4). There is no on -street parking proposed. No on -street parking shall be allowed unless the roadway is revised to reflect the minimum pavement width for parking on one side of 26'. The roadway as proposed is 24'. (5) Intersection design. Intersections shall be designed to reduce pedestrian crossing distances and to slow traffic; see Figure 9-6 and Section 9.08(B)(5). There are no street intersections as part of this proposal and so this criterion is not applicable. (6) Street and sidewalk lighting. Pedestrian -scaled light fixtures (e.g., 12' to 14') shall be provided sufficient to ensure pedestrian safety traveling to and from public spaces. Overall illumination levels should be consistent with the lower -intensity development patterns and character of the SEQ, with lower, smoother levels of illumination (rather than hot -spots) and trespass minimized to the lowest level consistent with public safety. 16. The preliminary plat plan shall include all proposed lighting. The applicant shall work with the Director of Public Works to determine the number and location of light fixtures necessary. C. Residential Design (1) Building Orientation. Residential buildings must be oriented to the street. Primary entries for single family and multi -family buildings must face the street. Secondary building entries may open onto garages and/or parking areas. (Special design guidelines apply to arterial streets). A minimum of thirty five percent (35%) of translucent widows and surfaces should be oriented to the south. It is unclear if this criterion is being met based on the building envelopes shown. The Development Review Board discuss whether or not they wish to view building elevations and implement the design criteria. 17. The Board should discuss this criterion and determine to what extent any new buildings shall meet compliance with Section 9.08 of the SBLDR. (2) Building Facades. Building facades are encouraged to employ a theme and variation approach. Buildings should include common elements to appear unified, but facades should be varied from one building to the next to avoid monotony. Front porches, stoops, and balconies that create semi -private space and are oriented to the street are encouraged. CITY OF SOUTH BURLINGTON 10 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthorn\sketch se Again, the Board should discuss compliance with this criterion. (3) Front Building Setbacks. In pedestrian districts, a close relationship between the building and the street is critical to the ambiance of the street environment. Buildings should be set back twenty-five feet (25') from the back of sidewalk. Porches, stoops, and balconies may project up to eight feet (8') into the front setbacks. It is unclear if this criterion is being met based on the building envelopes shown. Again, the Board should discuss compliance with this criterion. (4) Placement of Garages and Parking. See Section 9.08(C)(4) and Figure 9-7. The front building line of the garage must be set behind the front building line of the house by a minimum of eight feet. Rear Alleys are encouraged for small lot single-family houses, duplexes, and townhouses. It is unclear if this criterion is being met based on the building envelopes shown. Again, the Board should discuss compliance with this criterion. (5) Mix of Housing Types. A mix of housing types is encouraged within neighborhoods and developments. Housing types should be mixed within blocks, along the street and within neighborhoods rather than compartmentalized into sections of identical housing types. This subdivision is currently too small for this criterion to be applicable. Staff recommends that the applicant addressing the numbered items in the "Comments" section of this document before proceeding to preliminary plat application. Respectfully submitted, yan a ose, ss ciate Planner Copy to: Buckthorn Group, applicant H eA \)A MAPQW*ST. Lao, 3 e • V4 Aaaw T,tiT -- -- 50 sv;1 d—, 11 b4 9 6 1/9 L,-f 7 0-- q8 ag ri 6.3 dmi tN 0 6Aoq R:31 O.A 71,11 f.4-' of PsYl A Ohve-6borl P-1, — I.. -- ----- ----- -- - -- 5CAU to 0 3u 6o Ito I', = to' RECEIVED APR 0 8 &`J City of So. Burlington Permit Number SD- I%q Ml APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW SOUTHEAST QUADRANT All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) ,CeAsAe f4- R S:�jr \&Aih . t►_ Ahvt-e_ 1_Fw e4. SxLICu � 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT (Name, mailing address, phone and f x #) ,._ 101, U 9, 11 05 4q S' q 7 f? 7okv.1nbA ►^,(fw1-PorA14,Ne�- 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.)-40 v )LA 22 5) CONTACT PERSON (Name, mailing address, phone and fax #) h D 8re�'er/ Contact email address 6) PROJECT STREET ADDRESS: / qO 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 6 Ma- 0) 90�i R 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) b) Proposed Uses on property (include description andt� size of each new use and existing uses to remain) Ss, VA /G IL /o y7 k . f t'�s t� ,lao" e. t3rator c) Total building square footage on property dD„o...., --2 o .nt)n 4,,0 - d) Proposed height of building (if applicable) e) Total parcel size(s) % AM— f) Other (list any other information pertinent to this note if Overlay Districts are applicable) R G, 9) 9a: SEQ SUBDISTRICT (identify in each) Acreage Units Existing Units proposed NRP NRT NR 1 VR VC buildings and existing buildings to remain) 1®0 S', V' Du '00I c not specifically requested above, please 9b: Are Transfer of Development Rights (TDRs) being utilized? `/i-f If yes, please identify how many and from which parcel (street address) L6 .' i1 ♦rma.,l. I..AN n' � rL,J C J' 6 , ,A 1 N V C. rA, \ 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) N1R - %A rc ix In x fs b enb c?U 1 A f vJe-K +,n n1P_if&.LWkt'V4, I'QCJJt l $N r#1V019- ei_ _ 44 i( A 11) LOT COVERAGE a) Building: Existing % Proposed • V % b) Overall (building, parking, outside storage, etc) 1 Existing.D,L % Proposed II % 2 c) Front yard (along each street) i F Existing L!�0 % Proposed �' % 12) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm} drainage, etc.) A I � ft-� Lpy t C cleej U � i i l'4o j 13) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) 'A' 7�r9z,k'e—� .- --- 14) ESTIMATED PROJECT COMPLETION DATE ,)�, 1y -011 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I V x 17") of the plans must be submitted. A sketch subdivision application fee is $125. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT r SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: 0/complete ❑ Incomplete s 4 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT Q2��) L"�, SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION:— —5A ot, I have reviewed this sketch plan application and find it to be: 3 coo I P_ C oo ca \)A- 0(NOT- I-k C) CK 0 Eck c)(A 'A� y\, "'A '�._�J O 5-7 5' 05C)o©CA,m d -6Cad r b 1 �I I I I � c ♦i /�n /MDx — E/ev. - .198 JO' Inv J9H E 1 !Mq Powd �iw y Fr. H' CHIP Inv J99.J1 iDo V � ' ror II I Inv 10T.71 I fair 1m oNnsolxd by Colby Og M Inv. xOJI Existing Lot = 6.93 Acres D nv 99. 41 cMP — /nv. J99. HJ _. Approxim \ /oration a/ \ `` Dx o6ondorrM Existing BuHdhg Exixling Po ,Dorking / _II cn/se ee u, w p C 40 . / - 79I €€5g Rim ,JHI.Jx ./ Inv J77J4 1e jft M,, Power pole t \ _i,z survey Contra Poht r / Existhg hA*Mt o Concrete monument o bon P{oe Drainage Bow -e- Sign — O rt post Approx. Approx. Properly Lhe —w— — ♦+w— Existhg Abler Lhe/gate vdve Existing Gas Line Ex'sl hg tree /he —S— — —S—®- Exislhq Sewer Lhe/manhole —rer— —rer— Existhg e/ectrieol/le/ephone —S: —3r-0— Existing Slam Line%otch bosh Existhg Contour • Exr'slhg lance N South Burbhgfon — ---� Ex's/mq Irons/ormer �� 1100 1 , • I jI , I R E C I V E D , Location Moo I ll I N T.S AUG T 8 20009 ate City of So. Burlington Oolx ,. ed a,;,/M - - k'.eo ..... . LO, 1. Elevations we based on on NAW 88 dolum. 2. The location of underground ul t DI is not warranted to be exact comp/ate. Contact DIG SAFE to Design SjW Existing Conditions P/on or to airy Drown dMRA/SIW excovalion. Checked 0' JD' HO' 170' IHO' 3 This plan IS In no way o boundary survey. Scale !- = 30Summerfie/d 4. House and dr;wwoy locations and lot grading plans we Dote Ady 7 2009 shown for 7lustrotive purposes Exoct locations of houses and driveways may wry -Project 0914-T 1404 Hinesburo Rood So. Burbh Ion, Vermont BAR SCALE t- _ io' KNEBS E LANSING Consa/t/ng Eng/ne®rs, Inc. X-1 For Permit Review I"Ma/nStreet, COICIMS er, V*rMOntosras -I.j< I I I I 1 ao I �z SZ i3 I I I I I � I b I � City o/ South BuNsnylan Vd a J7/ POo9qe B6 LE April 15. 19B6 I I � I I I I I I1 butler Drive 1 I lot to ROW2 75 48"W J:66 Thomas 0 Connor 2" /P EOen oionnar found Volume aT Pogo 413 flush a AuW t 1, 1978 corner fence S9175301W _ I � , I � Fulcra cily Right o/ Nby 77 Q 29 Acres _ 1 7. 0 8rooley Corower -_-_ -- q I ltWme 692 Page J52 I Robert McDonald \ 1pember 20, 70004 Faith McDonald _ Volume J26 Page J66 175V W E mg fence _ S8?755Q W �� 1277551 7 JD S827'i _ FL -NE me 76, 1997 % 5Q 00 11 4o rarM otio taro � sNs Wows rN ,,' N075J?B W fi . Yxia'e+sv //1/ //ILYI/L /L�_ _ ___ �f� I NQ870•I7W 1 84J9• i � 1 1 7.00 A /o found, !2" ,,.,rent I O.IB Acres ` exposed leaning _ E 1 • v / or -Y I� '� si«moor« aoswnw,r ful, e ,rn' Sewer LOT l Q tB Acres Ida Q.i9 Acres] 2 4��� / 1 rn Win. of cty of `_ 1 QSB Acres p2 Inte p2p I -- I 5eo:� en 'i« l�1�� / yb ��OQ� / Lols 1-a nq on and ' 1 1E I��• O It:. the benenr or C6 ✓ - rI[Omos Ki/sl�[sen 1 Ia 1 O •Oqi V v sonO„ rhglan. /. / / / "i1 $isse/ Ann Kristionsen I I — / / ,• o / 1 Volume 214 Po9e -W O C7 / T � November 77, 19B5 � - e / b w• / / I -5'ra.rdsc prwnd /� f /� /7 sos«nenf I Holly eommM/. I / / • / \ / / �• - / wsemen! / 1 L oli a ( /o/ / yq i o r _ — ----.. .----- rth South &,Lh,gfan. / NQ' 4 Q4 \ i ' G ` / / a""" ran and 1 N. T. S Ct / sr GLots 1-a N0T55 40'W LVQl7�5/�14_8 JJ— — *B179_4 i 1 44 140. JJ' S8179 IJ N SB179 4J'W 45 ! C31 / 1 -- � en U 1 k", " /P Pau/ Carter 1 - _ _____ y hla = — — — — — Exshn9 Porod er; carat — _ — Right a/ Mby — — — — — J,,kq qL% Acresarter found 12"MargerVotme Y Page Q Calculated Point — QB4 Acres \ 1 exposed ✓o -, 7, 1985 Concrete Monument Found N817--4JE 142..60 IV81794JE 5�9'� \ \l47.60 • 58— 43 W 4 S8179'4J• /ton Ppe Found 71.?4• M6 ��. S ` J1 N��18••W /ton Pipe wilA aluminum cop O stomped LLS 6J9 to be se! GlI\ rstnq Pa 1 19 Ion r and O Concrete monument to be set �0 oa 1 I i O IM Ovine%I of q I— k7wlaeor ExfslingProperty LieeborWLOT8►, Rebecca - - - New Property Cine to be created �0.6? Acres -- - I n[ $ _ --,--_ r " 10 1 0.4? Acres I'A 1 i" found Vol— 296 P try q I _ LOr 6 ly._.__.. p I� I 1 6" exposed August 7 10 90 X X — Barbed Wie Fence LOT 7 Si ` QJ9 Acres 1*} b j Vdum IO'Co Page J96 �t Easement Line O..e Ace q ------ _ , - O !O' w+gwamd Mo Jl, 19B5 /� 1o•..aeelxn ' � g ' ��. „racy r� � „'- I ' NOTJ34511' po/n eo+4mM1 foe an.rd vl - I v fM eel i rt 9 }p/ NB0765BE 1 !O?.BB /-- / In C/ry of I - - - 70' -I Bourn Bunkrglan. I I /� i '/��1 - ' �;. *114 - Survey-- Notes 1 .8f ar4o t^4 +ei'V •Hs /Dews 5' - ��/ ex� -/ �� 40' JPA J 919jr' 9Q?J• AW Co/lahon 7 A closed traverse was completed in June 2009 using o lolol station Iheodoh'lel "�-i „6•j �• .. IP16 N80:Y859' electronic distance meter (Sokkio Set JJORK) and o steel topeto %' / ,'. 77 - P,5 N807_4 07E _ -_ _ _ 1 • P Marianne Co✓/ahon 9 x 1 P2 N8071 ?ti E NB076 58 E _ �_ Volume 34J Pogo 477 OW ft96.4 -- /�j�7?I "r - -- - I J" /P I" /P found found 16" I Noy 11, 1993 2 Al, bearings ore calculated and referenced to Vermont Slate Plane Coordinate 114E - N8071 E ri° ° J" to _ __ _ I" /P =yI " /P - !avid 8" 8" exposed exposed I G d North. N807 — LrevM MCOLrA7M l0' os I M>.4rme 11J Po9e J96 card McL71urI1en Moy 17 J9B5 vwume 217 Pope 401 I Seplember 7, 1986 I Boundary Notes found found 8" 16 -posed e posed I I •Lbek Russell 40 ✓dime 1y 5. 195 Februo y 5 J985 found 8 exposed exposed I I .Aanet Cagoar Rona Hebert I FrarlCQSCO MLwaresnt I Volume 686 Pope /70 Volume 459 Pope 19 I October 24, 2004 July 19, 199. 1 Joan E. Anderson .AIO/1 E. P. Anosrson I Vol me 203 Page 474 August 15, 1984 11 mom BOarb6na7 Joan BOara "On Volume 69`. �3759 \ Blandon DeCO// \ 1r K17ePMU/Phy — age 259 I December 29, 7005 - !. The descriptions controlling the /ocolions of the boundaries o/ the fond I ,1 , Mop References Sean Su//rrW, I ronnie SuAign eW surveyed and the physical evidence /occled and exist fng on the ground _ - hl0 were compared and ono/yzed to provide boundary, locations /hot are most indicofive o/ the origino/ intent of the deeds and in agreement with existing 1. Plan entitled ".Subd•vision Plot of Buffer Forms Owned by Homer & Marie Dubois, Hinesburg Rood, South Burlington, " I monumentotion. VT. b Trude/l Consulting Engineers, In:. doled Januar !7, 1985 MadVolume 197,, Poe 97. y g g/ y g yyy,,,d0 I 2 Plan entitled Ledge Knoll Subdivision �- Homer Cr Moire Dubois, Hhesburg Rood, South Burlington -RECEIVED I TABLE A 2 This plot o1 surrey depicts boundary location of lands under the title o/ Consulting Engineers, Inc, doled November 16, 198J with revision dote of 5-8-85, Mop SWe 177 9I the owner, and also the limits, where known, o1 easements, licenses and/or other servitudes and rights that may encumber or benefit the surveyed premises. J Plan entitled Lot Layout - H. Dubois," South Burington, doled August 1959, Mop Slide 94 .1 �1 �1 I Plan entitled Plot of Surrey - Arthur Toulont - Owner, Hinesburg Rood, South Burlington, VT. " by P. Morq '� R / 4 /UO I doled August 17, 7970, Mop Slide 96 7"1N L V L 3 Monuments horn been set In and on the ground where shown on the plot of surrey where, in the opklion of the surveyor, it was necessary to to be o corner not otherwise h onerrfenled Monuments shown as- %o be set" viol/ be set of the title holders dfreclion. 4. Any boundory /Tile location, based on deeds or documents recorded m the public records by which title or rights were conveyed to Robert & Ruth Furlong, or title or rights in lands of Robert & Ruth Furlong were otherwise delineoted, is sub�c•t to occurocy and /egohYy of those deeds or documents Dubois Drive Nhere !hose deeds or documents are improperly executed as o matter of law or conlom errors or omissinns in /ocl, of contain of are based upon erroneous conclusions of low, then the depicted boundary locations may not be Zid 5 The boundary fine locations shown ore also sub)Lcl to accuracy and legality or lock of authority of any grantor or grantee who professed the right or obih'ly to convey, receive or condemn properly of rights in the I surveyed property. I 6. Any depiction on the plots of survey of boundary lines or other structures; exclusive of boundary fines for the Estate of Robert Furlong were /ocoted by tocheornelry The location and depiction of boundary lines other than those of the Estate of Robert Furlong, are not worronted and at boundary lines depicted are sub�c•/ to the accuracy, and completeness of the public record P/onnino L� Zoning /nformotion (� { c p� � } Owner., Estate of Robert Furlong, (Claire Lewis, Executrix) C.�ty�2f oS 5iff.p9lon - 1747 Porters Point Rood Colchester, VT 05446 Apo/icon!.• Buckthorn Group, c% Cathy 06rien 8J9 Oak HYL Rood Wfiston, Vr 05495 Source of Title: Volume 91 Page 447 Worrontee Deed From Homer L. & Morion Dubois to Robert J & Ruth L. Furlong, October 4, 1969 - - - - Street Address: 1404 Hinesburg Rood A Tax Porch 10/.� 0860-01404 A `I circle K�DII 1 1 1\ / C/RCUL AR CUR Vf DA TA Cww RADA/S IVTERNAL Aliat ARC LENG7N IYARAVG 01 a0ORD LMf CHORD LENGTH C1 7500' J4:i445" 4526' N831800 - 44.55' C2 7500' 61:i9'15" _ 82,01' N35VO59 E 77.99' C3 75.00' 4070 46" 52 59' N1674 02 "W 51 52' C4 75.00' 477146" 61.78' N60175'19"W _ 60.05' C5 75.00' -14' 445" 4525' 579VI:?6"W 44.58' C6 lB000' 66P634" 20873' 524T..i00"W _ 197.24' C7 2-TO 00' 69 56 45" 280.78' N2678 05 E 16.J 67' Project Area: 69J acres Survey _lA✓ _ Cerldkalim •m••fph Drown RAW Zoning District: SEO-NR ter• ' b ed d v:d- 6OF Vfq — ------ O' 20' 40• 80' 160' 740' 7 This plot of survey is for the sole use of the Estate o/ Robert Furlong use by other properly owners, private of municipal, is speci%colly unouthorfzed Bor Scole • = 40, n su vev ,s os on physx ce found Lo the /a/d anal :nformotion obstrocled from deed and other pe,t:-1 records and this survey is consistent with Mot "*&-- this P/or conforms to 27 VSA. seclkn 140.1 /on A. Jewkes, Z.L.S. /6J9 Finol Plot y� IAMN s [IR[S Checked Score - 40• Summej ie/d isfb LAND S,J��% NNwmma"` Dote ,Rine 24, 2009 Project 09143 1404 Hinesbur Rood So. Bur%n ton Vermont KREBS & LANSING C01749911U g Eng117"FS, /nC. 164 Afaln Street, Colchester, Vermont 05446 -e-l- C- l I D-d ow wKK en Ih I1 molt, i trio•' . h" p\ M raged I /ne r o/IN o lb ,_____—____ —_—__ — xrrn, rArrmOmn, 'I c 40' nqn-develrlp06/e or (no swing selx swiri/ming p00/5, elc.) �\ � _ _— � \ O� r — � ' _-��°ter + �— � ._._. -_-- —�== — -- �— ..�....:� `-_ _- '-- - -- — --, — -- i , r I -_ - - -e_ - - - - - - �1 , �I• I 11j I 6�•an17ehtgoa•ni, I Lot III II , IgrI �j seotwm«I moo I � Bw /oar •� « �•. / /0 uuMyrowrd I I /Nxwjl' PYC //' / /j b `� 10• I wle9y •eeww.w+b J3 y = i.L2 / � I sgy FI /.. _f Jo• �/ AL e d. Q /nor�(pd 5,•_ Net n9 J l•�iRB5 i — \ \I / _ =- \ [\ \ E cfappe� an I I ti. ra J9 is 1 I '"� Yi/ - \� \ \/ / /r S. / / /52 p0 �/ y •9 z, !- 6-ed I \ I , �J9J6oI� f \ �� 20'- h CO - _ \I I L `— -� ! I I..r 1er \ N Den 6l arlc.rmnaPry� wta I L- w FM �I SB 6 ��� --.�--_� // i ��///r /� �rba \ I po / / i � B l:•igol"I Q r1P as rorx �1 - r N � ' Two�B005 �7 \ \ �� �• - yr- _� J = -•pp- _ � � - - - eT - - - - -• M Wh r / w U_ J NM rM/ � M / J91 _ / _ _ � \ APPrordno ` r.��_- / 1 I N Aw Net CB 6 y arnNon or / IMp- nr. It'w GentrNe� worlewpf« /' (o I' cWwrl New AM I II -' I New B PK' .SOR 33 / /la s� 60/i ; — \ e abadond Ain 40J 0 0 00, _ M. ud1J95 A / Al s,. e•>•e.e - . � ° - ° Exis(in &WOW7 9 9 A.^--\ /• / \ Net d'R[ — New /QepM9 - - - — Ar- •W ! % New gob `Ir Mr 97.6T _. raeve and ••- w -� E -M- Ext+/Mq Po Poking Secrorr 'I M. M. 403 raw — ' I nparlI �-�i—I �I Ii rcwr t �\ .ors-� \�\� {in date I oywnbly I 1 1 it war N \ ` \ Z� ardow I 4 ` 1 / I ' I New ce 4 �a I \�n r ��' _ +.ot- - - - r- /i� r J N'.--�,�(\��� �3 `} / ✓`- I - rs� -tom- \ I a Mr;•976/ l°t / .wd I Ian I k rM J934 \ I .a- — - / /j •. 15\ a cnK�e/ed M w�- \ n� nJxo I - �- 1 . � % I f � \ , 1 / E�•r a 4079+ � r \ ' Rew J/4{ n I w. rI I fr ara car e / rot« a I \\ \\ LotI I / to/ 71 I I� I\ I I I �I I I rro/a —;C. a' are non . (R'�• erco .pinl p�R �I\\z-----� �---' ---mr- - --- ------ham I LOi�S synn o /M - so�urA 1 - - - - - - /• \\ - _ a/ mo I/ra / -1 / I I I la'tk1yW and , �`__ 1 \ \ � I I �. sval scoria,, ¢Jd arurr �....... I I \•--'A' -" _ - - - - - - -,ryw 6' PK 'Mi q�-- - rD rt d_ l, I Jo' —h.,, porn - I I m byw � i' / mr -Q. eorrm,ed /a me - / -_ I Srvin b>r /nqe/nn. Exr NOHboynd J /�I i- _ /e o-I\r\e\ 0 (no swing inq iIse/x -s�wrm-mlq beaa PJy40 neneob dc6/7J/b9 onI - - Esng '/-- ,•. /4 air.rd'9 �� ,_ - u I I \ I APprox Properly Line w— —Bow— Exising ftl.1 Line/pole valve The following resfrictions apply /o the a' w Power pole portion of Lot Bwhim /nc/udes the —w— — 'H'w-- Proposed Nbler line/gale rn/vr 117 "Hand and associated buffer: _ s— � 0 — -I- Survey Control Pont Exislh Gas Line o. Np mowMg, a,.sn noggMq snd/ be permi!(ed 4 'u — G — p, G — g � ExisGvig Aye onf e than Abler New Gas Llne A No N. o: /rod'/ro.rd /own rsoWed. r �( Proposed hyotonf puce. No pay —Meot rapt/ b.,—Wed. perms/fad A / 1Wslhg free line e rndr be PKmir/ed only ro Ma ex/en/ rr I E/eroflars are based on on NA kD 8B datum, o Concrete monument Auf de/heo/eJ lne non-uJaoba area. Au c. No use o/PyfAciWs wh Me wehond a 7 The location of under ound ulAWAs is not warranted to —s — —s-� Exisfng Sewer [fne/marho/e 0 /ram s wehond bull . 9r Ppe A/ be exact or complete. Contact DIG SAFE prior to any Proposed Sewer Line/manhole Droh a Now DO/ excowtion. 09 1°°' C vales Jnox e.towre o /es/ me o/ me e\ E.4 pin pit aesmce E gMe« and L•i/y or 5ouM 3994 f3udhq/on prra/o ad«ntg monnoa ro del«mM me a. I ' .W a%rx roco/:On, and wlorn or �"�- ' "11 Now Ap Ihp -ft y y INA E . 5ah P \ yj \ X. J8/J4 M. J72.J4 is 1 A•ew la 4Rh" 1� M. J737A 1 f It 1 -- c lroc/a .rnai coax o/e all to be cone wirnn lne �Y / sewn eptemen/ M odroxe with ` , Owner. ReJlae ox a�iabed aeos /o aghai mritn. 1 RECEIVED AUG 2 8 2009 City of So. Burlington =ff commenh atom, / /Ma Korn Location Map- N. T. S —ter— --I— Exising e/eclrico//le/epnone 337.5 Finish grade spot e/ewtkn Design SON Site P/on .T, This plan /s n no way a boundary survey. —Eat- --Est— New elect kol/telephme Drawn MRA/SMH 4 House and driveway locations and lot grodng plays are —ss— 5F-0 — 4 Exising Storm Lhe%ofch bosh Sign Jo• 6o' 120• rho• shown far Mus/rof;w purposes. Exoct locations of houses —ST—Sr-qD-- Proposed Slam Lne%otch bosh Light post Checked and driveways moy wry Seale I s 30• -� 3J6 ��'--' Exislhg Contour Summerfie/d 5. Re/ev to Electric Plan by teen Mountain Power /a Date "y 7 7009 complete detohs of electric hsto9olion. _ - _ - 339 ' - Proposed Contour BAR SCALE 1 = JO Exisfng fence Project 0914J 1404 Hh r Rood So KREBS S LANS/NO Consa/t/ng Eeg/veers, /nc, - a — Proposed /Doling drain • • For Permit Review _ w... Proposed underdron 1" Main Shlsett Coleh"terr Vermont aMM _..... C-2 NO Mr. AR water Me and related work to be performed inoccad0nce with the ChohrploiR Wotr District $peci/icofiJ s ono' Details /a the Instalatlar o/ Water /roes and Appurtenances. • 1e0'1 PINT ELEV r 401.1 M6N PONr SrA . We LOW PRINT fifY r 4101050 PN S7A - 1#09 LOW POAV7 S.M . 7400 PN ELEY 4aJ.J3 PN SrA 1�00 LOW Amr LLEY . JAl09 AO - -500 PN flry - 40935 LOWPOW SM r 047R /4 R . 17.00 A.0 r 7.00 PN STA . P473 I 1 R Mov PN [LEY r JABS AP r 7.00 set 00' K Rr An I— 4itw, K —i g 400 New Oole 1ohe Ne. 15'.VFC cu/.arl AW 11.4 US e• 101" elre«a AAW-kw91- /oeolbn W -who v- del* Ian ► W wk,§4 NO The conlrocla Shoff ercorate o lest pit 10 locate a/iSt.ry 12• role, Me Supply off labor, epu47n4erl, -010,49 and QOuo-0.1 to correct 10 w.is1"n9 Jme. 1 ft. -%% 7 Rhr 401.50 h« h 391,44 h« out J91 JI New 15• HDPC alarm O New J Rin J9 h 5 40 h. h J YO hw oW 3ASX30 Aw 4. µ` e• m my � "'R ee,� r •• oil 0 N.. S. Rkn -W2 n« h J7S73 J7S J} e� a eQa� C r oelo- ehoe rc wte o MW - pir in /ne a or /ne rnyher d City or S0.1h Burr q/m ro+ ro aderhq ma.,nde ro oer e' m e me eexl 70ion enllaq tu+ Y xwr fl✓Q 50+00 AXW POW 121Y r 401.77 AMPY PRWr STA . J450 PIN SrA . J450 PN ELEV . 4" A -2,- R . 750YI 30 CO' K ti SI+010 S2+00 .Sl+W 54+00 Sonitory Sewer ProlAe Hor4. I' . M. IWrI. J• r J. i m_ New S10 J AW SM 7 Rin 401. 5 7. New ♦' Rin 407.50 M. A,J 567 New L>9 3 PK SP9 15 ,�, 91/e hw 1 J9.44 hr awl 7e Rdn J9e4 p,.e, h. aW J9/.JI N 1— J97.71 mwesi relw /n« wd 395.1 h. Jd 39.146 - .. _ .. SOe D rwWo!,'.. no. 4• - - - Z Inv. rd MJ50 Iw. Y ert $ Ner 4• hw PK SCR JS s0'wYrR •Vn !'IK IMD ewpu Ayr e• PM w JJ� HOPE eform �► —1.o0J W — 2. ary cyt rrcd seoo-or:a, P. AYw J14• I a'roPee 3 Alnr !• A Ayr ew wM De/.em J/4• I wNwCMwwWW L� ,;,la:, 1e' m h. «rlKa /AICA wale+ mo:, one oe slam 11 .Ner ewer ee/r erwtax x,� egoo-ol%aa Delween 8 r /'hex .o/er moir d aR slam 8g 8� 8� g� 8� 8o xw..ree ffg �ff 8, 0+00 I+W 2+W j+010 Rood & Mlity AwMe la r r r JO' Wl7 J' 4+W $5+010 400 M RIn MI..34 h. J77.Y4 '70 RECEIVED AUG 28 26 4q0 City of So. Burlington B 6 Dl175 i1.15 t JAS 75 ' .T9i 70 0' JO' 60 170' 1e0' BAR SCALE 1 = Jo S90 Auyv:! l7, 7009 t1o// comment: swn 14, 7009 ou wr /~. underd'oin ewe _ -_ 4`2 19 7/71/09 Dole revieed Demotion Checked pole Design SON Road & Utility Profiles Drown SMfI Checked /IaiA �_ JO Score Nwt. 1 r J• Summerfie/d Dote 'Ally 7, 2009 Pro 'ect 091451404 Hinesbur Rood 5•a ge Tan HNmon1 KRESS & LANSINO Consulting Engineers, 117C. For Permit Review C-3 164MainStreet,Colchestei Vermont05446 � truction Notes See Londrepe Plan, See Londscope plan 1. Me Contractor will be responsb/e Jar off consf ucli°n at role, moil, slam Old y sewer Sol— os shown on the pions He wii be tar free spacing / free spockrg. responsible Jar an necessary odooter; R//ing; etcc to make connections to the exisre g and proposed utilities The Confrx/w shall be Moinloin 5" min. MOW00b 5mh7. rev ble far W work shown a mphod an the plans and/or r*JCCoced in the specificofm. and Permits Ore Contractor shop submit, far spacing between spocbg between approval by the Engineer, op " lypes of ,not—b0s an Products used frees and 5' - 1 1/2Type N or /V I—$ and Corte/sewer, /ondscoping 60' Right O( WOy top coarse bituminous water/sewer. �SBment concrete pavement _ I Water Moire 1, The poe /or Coln mokr shall be obclie kon class 52 mini/aclured in acco omce with AWWA C151, as noted on the drowkrg; Ad poe Y rOOO, ,3 I shall have Push an type uvin/s All /ilfing; r Yw; etc shall how mechanical pots Poe and flutings shill be manufactured by Clow, US Poe, Johns-Monvii , or approved equal All new D/ pox shoe be poly wi pped and hoe no less than three bross s kesld/ed of each ! ' 3 6` /eveling course 1 1/1� Tjpe // base O w'°d9° 70' ufbY I 70104A tine I coarse bituminous 10" sidewq'k and 2 Ae Poe shall be installed in occdomneo w AMWA C-800 The eon q g krsloNolim. Men Y O / Pipe sod/ be kept tree o/ /ore' n moiler and debris aWin easement cmcrele pavement /ondscpmg I the process of Poe Aq*9 has supped any apen -as of poe shall be plugged There SAW be a mirkmum at 6"-0• corer ow, oil poe and easement Awe 5' eiae can<r 1. Wdowawt sernce Imes Any Poe de!/eclion shop not exceed rilly (50) percent of recommended mmurxturn"s moxknun obPectim. SmAMI materials 16'I 7'-O- - O� I 12' - O� 2'-0" 76 Sac akrai and procednes shop be as deloiM an the dowings !!re Contractor shall be respmsble Jd my and oil sheeting and/or shoring necessary —1 to comply /OSHA - WSHA regulations E isfing prott"M 14" ! gr°vet I ground I _ s out / /t (1 shoo/de .1 The testing Of the COW mo:, shop consist of the testing of d/ hs/ofied pow, services and AyWmts m accordance with AWWA C600 fie S r .i max Existing ground testing shop consist of o Pressure lest and leakage test AU testing shoe be done with pot rotor and in the presence of the Engineer 6• 3 max f I and o represenloliw from the City of South Burlinglm Nbler Department. The pressure lest crosisM of mokrtokrmg o mkrknum k omol poe ' / / (�.)' � t 24' t� pressure of 200 psi (140.620 kg/m 7) !or Iwo (2) hour; d the pressure alas hoe than 5 psi (3515 kg/m 2) m the lost hour, this r W 1e• 7 1 !J t °' o� cons/itules Joiwe o/ the test Jar the Particular seclim of poe Failure at my lest section will necessilole rpor and/or repl—ant of the I I Cross —"— _ Cross failed sedan. /load lined I 4, Lhlorino/ion o/ the s lam shall be occdn shed offer the Cold moire has been success/uH ° I �` ce W y Pressure tended and offer sathooughly flushed Disin/ecl an :wale 1' Oo/lam ° 18" grovel subbase swore I snap be in accordance w/AWWA C-65t Me method of disco/x/ion short be approved by the fnginen and only alto spinal,: o/ Cotor e°° Bond 12' bottom Goon, wosnee 70405A coarse Mao/i fabric 500x /ran the flushed dish/ecled main snows no evidence o/ bacleridogical cmlominollon. Use no/ less Man 25 mg/ for 71 hours ° o AOT ec. 70303 stone wroppee in Minimum O /p SP � Tore concentration opus/ remain above /O mg/I. 7ab/sl di'sn/ectiOn is no/ acceptable. 1 00 1 filter i br o o O Remow existing to be 24' I C/, "oohed ° ° Organic material slops wroAPed in 'y 'v 1 ° Q A'se gas New titer fobrk ° ° ° I 5 The Cofer mob shop be thoroughly hushed with o mkrknum flow, velocity of 2.5 Jl/s to Rush foeiyn molorots out at the v Vws and Ne mdwg-amd C0 smithy T Smd fill h Is A'ar to n shkr the C /,odor shall contact the Owner, En g urTl es storm (MOMdoin awn, Axofbn UnW,dokr all .11n yd'an 9 9ineor and South &u/m Ion Nb/n Ogodtmenl. // is o vdNWotk» to 12' min. and type Moen m th, sewer as required 12• min. prey tyye ,open m /he OASCAdge Marinated wafer into Motors o/ Me Slate. sewer pta,s and pofA, E rend New Q Pent and Word, Extend of motto eortwn waterline or TO'CA °o"°"' _ Sonitory & Storm Mains T'/pllico/ Section 1 fie Poe to, —Alory sewer shop be PW gravity sewer Poe SOR 35 (ASIMD M-M) with rubber sealing rings Stoop line shall be HIE T ----- - me c n«Iw sod/Prepare the sabgrode in confam°+ce smoorn wall type poe. All poe shall be laid to the lire and grade shown on the plans with he desyn g—lo, then, in /he present, of the 1.9. Street Defoi/ shoo Proof off the su69ro76, with a Joadea lmdem Dump 2 The installed sanitary sewer poe shall be low pressure or tested ki the presence of the Engkr After poe claming, Ina Poe Crud. c'andtAxnt may ,eq.ke the ,,nasal or mpl/ab'e section (manhole to manhole) shop be tested according to the Pracedu/es outlined in the current edition o/ the Stole a/ ✓ormmt moforkr and pboseit I of WWI' W sabbose. fie Amer IV. T, 5 mu:l gopiow my Cow krrolwd with the remove/ or Enrrmmenlo Prorecliwn Rules .ns.1/obw m 10rW and pbc,mmt a/ -WI-Of subbase. Bituminous powment. Rood Construction Notes ( Afl references to rood shop allay /o walks and porCog areas as well ) 1. New rood shill be corsrrucled to the tine and grade shown an the dowk79s The rood and ./illy locations shop be as fypbolly deloied unless otherwise shown. 2 AP rood and Parking ,instruction shall be compleled in accordance with the ✓ermonl Agency o/ Trmsporlolim 'Stmoord Speci%colions for Construction• 2006, hner eaf/called Vemont Highway Specif/cotlms, specNeolims found on these plops, and project speci/icotions /n cox of conflict, the more sirk gem/ spocificolim shoe apply as dWe,mined by the Engineer, 3 he Contractor shall follow Vemont Highway Specilicolohs (2008) Seclbn 20-111 Jar placing and spreading embmkmenls. 4. Fill material tar rood embankment shoo meet Note /13 below and be approved by the Engineer. Fill snob be placed in 12• lift welled and conpocled with satisfactory compoclion equoment to 95X of moxinum density (Stmdord Proclor) 5 Rood n tall sections shall be placed and compacacted o mkknun Of 3 /eel above fop of any 11Wly /o be installed before french is excow/ed for poe plmen ant. Intrenches and cif setup,,; the Contractor shed provide ail necessary shoolkig, shoring and bracing to maintain cornplionce with all OSHA/WSHA regulations 6. Methods for construction of subgrode shin canfam to ✓ermmt Highway Specificolions (2006) 20312 Or as determined by the Engine,,. 7 Dense graded crushed slme, crushed gravel and sand borrow shall not be canlorninoled by work Construction traffic shall not hovel over exposed areas of this moleriol Any subgrade or subbase d&lwbed by Canlroctm or rendered unsuitable by canstruction machinery, shall be removed and replaced with pproved grmulor bace/iR of the Cmlrocla, s expense fie subgrode situ/ be compacted 10 olloin of least 95X of the moxknum densfly (Slond°rd Proctor) before placing rood or embankmenI molerlals 8 the Owner shop pay Jar an site sots testing (cmlOwlion, sew, and proctor). AT a mkiknum, 2 sino pbrs o/ all aggregate m0/eral brought 1. sire shop be tested 9 Smd borrow and cushion shop conlam to Vermont Highway Speci/icolims (20106) 70303 Granul borrow shall can/ m to the Vwmmt Highway Speciraafims 70304. 10 Grovel subbase far pavement shall Conform to Vnmm/ Highway Specifcal/ons (2006) 704. 05 coarse, crushed growl, or 704.06 dense groded crushed stone as shown an cross-section ff. LewIM9 course shall conf m to Vnmmf Highwoy Speciscolims (2005) 704.04 /Me grading. Shoulders shall c-to,- to Sofion 70412 Aggregate Jar Shoulders. 12 B'(umMps cmcrele powrment shall canrarm To Vermml Highwoy Specifkalims (2006) Section 404 and 406, Binder course shall be Tape I III, and finish weoring course shop be type OL IV or as d ahled 73 Embmkmen/ Z / all knpnvia s areas, rXcLIA0WG BUILDINGS shoo be a sieve specification os /on w; -=Nil - 9 F=er 4 /00 2" 85-100 /4 60-100 /200 30 moxknum 8" thick d,iwwoys Provide expansion )hint where sidewalk is against curb. Use mfi-spal/ing to concrete curb and sidewalk as specified in Public Marks Specifications. A# concrete shall meet seelim 501 o/ the State o/ Vermont standard speci/icofions for LToss A concrete and shall how a 28 day comp,essive strength o/ 4,000 psi Use 4000 psi concrete (or sidewalks and curbs Eponsim yoiit every 20' Score I" deep every 5' B Dom finish concrete sidewalk (lypicol) 4- topsoil, seed and mulch. !/I •per /f. (towards rood) 1/4" por ft.. FE Typical Concrete Sidewo/k Defoi/ Al T.5 _ROW _ concrete (5' thick) gross (See Defoi) { Width of Rush curb. 6' I I: _6• 2,-0• Concrete - (See Delod) _ recessed curb 2 New truncated deleclob/e Corning device by Neehoh or approved equal Detectoble Wornino__ P/ocement Det_oit NTS e2" thick bit. residential 3" thick bil. commelcio/ Grovel base shall be the private — — some depth as the rood section bit. concrete apron 4 L&I sidewalk (5" (honk) gloss .-.-� edge of rood Dri_vewoy Apron N T, S Provide 4" topsoil seed and mulch ! 6 I l/2" radius 1/4" ,adios II a Concrete a lcrete Curb- - Broom finish concrete\:0 7` - All posls to be! tool finished bituminous concrete - C ponsim )bAlts every 20't, / P o°$ .- 'Y" - Scope 1/3 told/ depth ofIt, 4 re '$e- Lew&? course /0" intervals Use 3500 psi concrete - Provide expansion join/ wheresidewalk is against curb. growl base B`(704,051A. coarse) - Use anti-spot%erg an cmcrele C curb. Concrete curb to be used on inside radius o/ cut de soc only, Nicol Concrete Curb Detoi/ N T.5 Testino and Notes I M oddlim to the obow r Quke en(s all "for lines and sewed lines and manholes shop be thorough/y tested by the Contractor in occordmee with the Envrmmenlol Prolectim Rues 9/79/07, Append., I -A, and the chapter 2/ Wolor Supply Rules (the mars s/ringeal rule shop apply). 2 No water main shall be closer /han len (10) fool to my sanitary sewer, or sanitary manhole and five (5) feel to any slam, sewn Or catch bosh. P—bi, minimum of 18• verlbal seporolion between wo/er monk, and sfornr/sonil y -- _I Al/ manholes shall be o e xn rested in the presence of the Engineer The manholes shall be tested prior to bock/ill Failure at any wcuum les/ shall necessi/o/a repair and/o rep/ on ent of /be manhole and retest Nbtn res/k,g manholes is not acceptable. 4. All :mil y morns shall be all tested in the Presence of the Engkreer At o mkiknum, the test press.,, shall be 4 pomds per square inch o/ the highest point olang the lest Jar 5 mklules 5 The Contractor shall keep o log Doak of at least three swing lies to service Mca/ims and any POWs of doll—lim or worn main htngs Soaks shop be turned over to the South Bur/ngfm Miller Department pan acceptance of the wank. Elevations to the top of services shall also be ridded Swing ties shall be prperly located on Record Drawings and given to South Rrnlinglon Minter Department upon acceptance of the work. Erosion Contra/ and Construction Sapience 1. Are purposes and sequencing o/ erosk,n control shod be dscussed with and pprowd by he Engineor and the City o/ South SWA g/m pklr to my clearing, grubbing slropmg or cans/ruction o/ any kind RECEIVED 2 All erosion can/r0/ shin be placed os shown an he dowings or as ordered by the En9meer Ae erosion control measures shoo be, of o mnknum, krspec/ed weekly and moin/oined to lu/fiv the intent discussed maw The Contractor shall moinlain the erasim cmisol measures unli the Engineer is Solistied that pommel ground cower has been established and that fw/her measures are not requxed 3 Men erosion contra/ measures ore defined no longer necessary, op materials detained k,cudmg sirs and construction debris shall be AUG 2 8 2009 copecfed and dsposed o/ in o manner acceptable to the Engineer and the City of South SwAnglm. I. I/ highly erodible soils are encountered the Can/rm/or may be required to provide rule matting, goblon or r/wf maffresses, ro rap W Other measures as necessary to prevent wasrm. Roe Contractor shall slackpie bay boles to protect, of a mi7knum, all work in progress Al/ exposed ernDmkments shall be tapsoied, seeded and muched as saon as possible offer canstruct/on. 5 The Contractor shall use worn and/ talcum chloride for d st canrrof. Me C bacrar shall also sweep On row Os ,,oiled 10 City of So. Burlington mainlam diet control Construction Notes 1 fie melhodr and moleriuh of cansbuc/bn ebae can/win to Ion 1./p1 Woncard, of the store of kW,mmT and City of S,.I. tbdingtoa of Cwk anal~ be in cm/ c, wth art permits and goposa"t hsaed for the pokct, b case of cmeb/, Ion cow, Srringenl spo if elk- shw apply os dk,cla by Engineer. As ear, sow he da, in o ee✓kmona. mama and ednphted n Ion (ins fpxifieo by a- 2 The C troop, shoo be re yarsbbl, fur op wank and molni°✓s shown and roO ked Io Maio The pin compete. Mose dowMgs pin not show e y ///ling W aP ,IH ce. Mornkws Mom be as 'W cXwd an the &'Owings AI u/power, pod cl .sp,cirwoli- s shoe be C,bn/I/ed /w we mole las to me Enginee, / goprowl prior to ins/dblian. 3 Me AK bn and sire of existing undr9r 0 W.Wirs Ar not wmanted to be exact c pWit the me L'mhmlw snot' fANd A,cote os uriniK and snag cmlxt offeeled IN/, coin any led Engi— and Ine O'ly Of Sawn SWinglm all" to —9 y hook ap. The Canboc/ar cope low eokety rC poor al, / or a .1.9 utd'hn and their aOintemp/ad sevbes Ail off -sire #m*IAK she Mg and sho kng. deweleringb cA—hg and "'ohms native can/,,9 ob t cm/roe Iron _I X 9'od+np and OF —lots seas be inckawd of part of A. reWkwd Carle 4 Repo, of ON dsfwbed areas, 91d 96 x000in9, m.khArq, repo, of upon and awe; poring and other ncioW,fols are kak dad Os par/ of the mWiled wok AN ds/wbed areas end/ be boned and mdched m/i permonen/ ground cow, Is es/obleihed 5. Roe Lbm/roclor shoe verity we I-W y bench vae t before .ter 6 he Cadman and public ~ be prolecled by the C tractor /ton my and oil hararW herled with the constr.c/Ain work OR- benches ono/erblz0, "*--1 ,;In - the working emits are /o he guarded by the .se or oowavot, barricodes a 409— Ap b—i WS N/I An position ow, 01 are to b, pgoer/y IA9hled xkrosene pots ar.not -yob". Men Cork narrows the .sable Powman/, /boner :no-/' he m 1. wild the t. of 1-hi sa /fat /here wen be no cod a pW.,. the Cmlrac/ar sows he nob reponsbie l the safely o/ m wortmen and the 9merol Rubric and ON doeiges to prgoerfy occurring loom or Pro, the work accasbnwd by nevvence a .here- 9-4,9 -1 of o luxe on the Par/ or /he C bacrar to —1-1 persons a prgoerly han hobo ors of open /rends; mOlwoaft W ee i—I at my Iko o/ Me dby or eVhl Ntnk, the wboking are° Ae work shall he & eonfxmonce /o OSHA repNolkxn; RM 19, Parrs IM651 and 7926652, and pill aWe /o WSHA regvbliant 7 Me Cm/vactar shae —W, O4 wily i lerseclk— and amrml EngFee and Owner with c—Mc/s e ore Cmbocrar teas ­4 Dig Sole Prior /o my —tiW. 9. The Cmtroc/ar shop caoAsole rind A—lbn and kvwIs /w water, rawer wd storm bu0din9 cm„ectAons eiln the Arc°i1x1, Slroclural Fnginee, and 44-hanicd Englnew, 10 AP nee sanitary and slam pjoes shoe be bid wih o loser to of-1k, and s/goe os shown an the plans Il. A, COIL, row and Molwd wok to be per/ ear in accareance Wlh Ine PIa Miller Dhllki $astir limt and alms Jar the MslaYo/Am of Mole, toes and Appwtenocet Jber91o5s pole provide anchor as by mmu/acfuror - Street light to be y / HADCO Old Wodd V2703 ar approved equal Use LED / p if ovOiloble.. Street side Rood Site TWico/ Street Light NTS A,W,t 14. 2009 510/1 comments _ _ even 6/14/09 Dore reused Checked Ode Design SonI, —_ Civil Defoi/s Drown Sent/ Checked Scale ate Summerfie/d Date ,Arty 7, 2009 Project 09143 1404 'i`e$brq Road So. BurA'n Im, Vermont JrRZffS & L9NS11W Consulting Sngineersx Inc. 16,0' Vain Street, Cotchesteri 4ermont 05446 1p 411 C— 4 b ve New 402 TTI Ihl i 40• non-dew1opob/e (no swing set; swi rnk7g pools, eta) I I / Lot of I Lot 2 I' — II �� I L----� era —.3116 fl -r \ ra fvisl/nq Poed, pdk/nq \ II _-_lap/---� 4°• ,i % -t \ \- a, j' — r' `,1I� /l II I I I \\ I I _ Lot f, I -----------; -�---- ------ --I i , I Setback /Ar0. .__ — L I—,� III Imo,`\ 4 non_I reloP no swingsefs swimm�tg adsIc,L_ ale orao \ {' [ Y OLi'rnn / - �^ — F x E,419 trans/dmK ., 6/zricq .,. .zoo The following restrictions opp/y�/lo �3he•�„�Q— ' polion of Lot 8 which includes s/he \�\VAN\ wetland and assocloted hurter,' �'-- , Common Nome Scienli6� me- -Code_ OuonUty cg[%Be!_ Srmbot Unit Cost Tolot Cost - N/o de m-winq. 8rwh h /nq s permi/rod no man three I' e b. No ure os Nadir' w ar t+d sefrovld s Autumn Blaze Mop/e Aca x fieemonii AM 17 25-3' r tJ00 IJ,60000 pots. No ploy y lures sir N M p"—Wod A / AY enn eno/� odmhlw y m m..xrenr R , neerxr /ne nw--mob oleo. Princeton Orn Ulmus on•ericono Princeton' PE 6 25-3' ♦ SJ75 J2,z5000 c. No use of pesliciWs it fhs we(/and d g , I R' B' h B ! 1 N^ RB if 2 5-J' J110 12 640 00 Rein/ ced rubber nos, _Crown to De pruned -s led by dcnRil-ecl - do not N�Io be --- I p/ mb cut lead ' 1 �\ '� `�a CuMq mole a•' /r f Finish grade� 6' coompocled — plan/!nq mislure E,we g buck bans:/ �7 s ppol drend No/r R ve on rrdr-b%aotrgradb6& -(oral / of-/ PR Tree P/oN( In Londscope Detoi/ N.T5 L eoW--O •n, Power pole _i12 Survey Control POinl i Exisl/ng Av*ar' o Concrete monumernl O bon Poe Drainage flow 337.5 Finish grade spot elevation — sign O Light post Approx. Properly Line Existing Ire. Me 50 �— " Existmg contour _ - - - 131 - - - - Proposed Contour x Exislmg I Mee RECEIVED AUG 2 6 2009 ����� City of So. Burlington I Elevations are based on on NAW 88 dolum. 2. The location of underground utNt/es is not warranted to be exact or complete. Contoct DIG SAFE prior to any excavation. .1 This plan T's m no way a bounday surwy 4. House and drier oy locations and lot grading plans are shown la, A7ustrotive purposes Exact locations of houses and aiiwwoys may wry l II I II 13 ' wr rc e u o /,ro W DO, —k-d °e: 6,6 n cne Sublotal, $4490.00 Design slsl LOndsCOping P/On VT Soles Tow 6d J 509.40 Drown SIN/ IN711ston Sales Tax Ix S 84.90 Checked 0' JO' 60' 170' 180' 117ru' �•MA� NOTE Scale 1 x ' �• Summerfie/d Landscaping plan and cost estimate developed by Brion Mitchell, Commercial Monoger of Date Ady 7 2009 Gordeners Supply. Tree spacing along Summerlield Lone sholl generally be 30• on center while maintaining Pro' Ct 0914-T 11404 llihesOurq R d Sc BAR SCALE 1' = Jo• necessary separation from underground utility services KNOBS & LANS/NO CoMMIng Englneers, Inc. For Permit Review I WMain 5&"t,Colchestor,Vermont 05"0 L-1 I /___ .----- Existing swole draining Hinesburg Rood swo/e and eventually to Potash Brook ICI Josh Brook b 1 I Existing swot° �� t Limit or Disturbance (1yp.) delineated with barrier lope. I _ o aa I v Potash Brook 1. Fkn MI. I ^ ,nM.J7777N Open fle/d/me dove Avg. W � ' Li L:ni! Disturbance --- �) AV 17e 3% t\ w `- o/ \ I I�r_ J3'a I �� // (lyp.J delineated with bmrkr fops. ' I Inv J15,84 i \Yl M. 9.41 Inv J99 .r�4�v// \ Approwimo( xalion a/ islinp Ex. e' caw i `'".�" D. obondwned I :- \ J a - 101 E itfAq Po-d 0 awpy :, Er. e' CMP -� 1 ,,. eeil` fw. 12' CVP 11 A05 M. 399.6J I Exis/m Bu%olio Power pole Inv J99.J7 v Survey Control Point ^e _ i \ � � Existing hydra!! concrete monument O Iron Poe fwitlinq Po porkAq Drainage flow Open field/meadow Sign Light post Approx.Pr ert oed w —w— —�w— E-irong Water Lmellole rove w� // VeB / '�f/e� �c402..94 / � 0— -M0 — Existing Gas Line Existing free line 5 —0- Existing Sewer L,rle/monhole v Existing Necfricd/!e%phone I � —S� �>--�— Existing Slam C / m neofeh Dos c I VP.O /� _ 1 � —�J �— Exisfhg Contour ` . Existing /once /� L.enit o/ disturbance to be • � � ft � � � e demacoled witA bwr/er tgae a -- - 8 _.-. �/ •, � � � - � a //aggbg (wooded seas only) 1 . 4027f - Existing Hinesburg —X:_Lhn# of Disturbonce Rood swo/e droinin g I dd'neoted to Potash Brook film MbH d� _ �..'��� (1PJ with barier tope. �c� �li . ii' — �/ dau�la br - YY l Y`rY Y1 i fB/7J �kn / I —_ it\ — — — Y� I I 1. Elevations we based on on SAW BB datum. ee — _ — E+,sl,nq Irons/wine, I 1 I 7. The location of undxground ufa'fies it not warranted to _�_ be exact o, con plefe. Contact DIG SAFE Prior to ony I I I � � 1 'I `� I excavation. i K 40J 1 ° /il Ij� J This plan is in no woy o bounday surKy RE, EIVED 1 l I I AOG 2 8 20G9 hM1 _ I City of So. Burlington �,, ,s octet an Phaty wel/end buI/a !onto ,wh DO. reviled Detcriplion Checked Design Sill" DISC - Drcinoge Mop Drawn SW/Soil Conservolion Service JJ I Checked o' 10' Ja' 110' ,a0' Soil C(OSSi/iC0(%OnS e SYMBOL SOIL TYPE HSC W" Erod'bility Rating Scale 1"_ 30' Summerfie/d -_____-- — ---_- Dote July 7 2009 VOL? Vergennes Cloy D 0.49 Project 0914J 1404 Hinesburg Rood Sa Bul n BAR SCALE r = 30' KNEES & LANS/NG ConSUMng Eng1111ers, /nC, For Permit Review 164MaInS&"t, COICbeatlei, VOMIMIF0544B 1.:X ton Vermont +'Psc- f _ I 1 i Existrrrg Swale - Existing swole droining drohoxrg to 1 Potash Brook 1 i Hinesburg Rood Swale _L nit of Dislu,bonce (lyp.J I \ \ and evenlual/y /o -Silt !cote 1 1 dehheoled with barrier lope. ' 7C I PO/ash Blpalr rn� Sol inst! _ } Q O I contra insloned - O �3 tom �,00r Detw n t ees. �� Polosh &vok 1 � - �zw 0b { SM i ---- -----ter- - - - - '`�- � Rao 4 M. 1'2N — a see ns — e— :. — — — rr � / r ` i4y\ 111 fence Ot Exis ak/esfih!q ` Sat tence - con moot (I)P.) I sed*nentVe fro/ enf') ow ar ` I wale droinin J sedinen! I Tempo�rw�y S QQYY311 tI' to Potash Brook control (typ.) V �Y a III , .Slope 3% �` _, *n.- � 4 ff—Vi, h PP // �B L7pe/1 rte/d/R7e80rOW " Per J9e J0� i M.�e - - - - 00 s+ -..... — �r �, -- - Leoa+nd Open ilak(//z daW 1 Avg. Slope , - •p, Power pole A° = survey Control Pahl stab awed DA#1 156 Exist ng hydrant s/ruction I , e9' Limit of Dis once entrance vri � a Concrete monumsnf \ JI --- Av . Sl < j \ O n.) dNMeo{ed with w -- \ cart er rope \ o von My 994J I /ne !%64 r /n _ _ \ � e9 T Drainage //Ow M n .mQ a S \ twoaheora p. i `o �' 0' b ob ndone0 r E. 6'LYIP �_ Exisling 9uaOng _— _-� • o sign F h/M Powd W Wwo fx. 6' CMM ` /, fX. 16" ADS ' LIIP 9 r �'� i / _ O Ligh7 Post My J9st6J .- ---- ,.I�� I JOJ J99. JT 4r 00. .ro w 'n A I " - - Approx Property L Me Mr. J9LeF _..---- �... —w— — B+w— Existing l0bter Line/9ole rolw r yvy �9 0 Exisithq Gas Line &4rIk q free 1Me �, ' f:.1 .W. P0 —*h,. A „ �„ SO~ Cme/monhde su mCe-.., t,t, Existing Nectrica/lNephone e Open he/d/meadow - —s>— s>�- Existng Storm Lme%otch bosh A� ._`(tJa) $ ✓�- -- ��.". -—��"�,`�^ _ ��6�— Exisling Conlour j wr • 'ristong fence I \\ h ere cot m W i ,tP a 407 9t Limit of disturbance to be zor I ' El I * w / --..`- " demarcated with barriev tope veB / or /lWgMq (wooded areas only) srf fence sedanent contra xistin soVoining towal d SrabNtzed construction Brook see ear ns fen s.. � POigsh i I srr entrance tion fence "na ..+ ex "" """ / Notes - or. W fence ``n-- ------ / --- ion song /Mrils o/ \ -..... _ I I E/erolions are based on an NAVD 88 do(um. g wetland buffer / \ 1 The location of under ound utilities is not warranted to Existing Hinesburg qr b L%mr! of D%slu,bonce (l�p.) I Rood swo/e draining ` - be exact or comp/ale Contact DIG SAFE prior 7o y to Potash Brook delineated with barrier lope. _ III excowlion.. J. This plan is in no way o boundary su,vay r on Ma 402 n I ✓ EMM.°otat a- C h' Z�1 _ _ _ &irthg rra�atamv \ I I Mn eoJJ J I RECIVED PRE CONSTRUCTION AUG 2 8 KZ3 EROSION PREVENTION & SEDIMENT CONTROL NOTES: All sediment control measures must be installed ahead of initiating principal earthwork Soil conservation Service Au9uel Ir, 1009 man commenu =- e/JT/o9 activities for the project. City of Soar SUI��n��.�Pi „try is zoa9 notes 9n nhosex -M," 6uner fence -h T/Je/a9 Soil C/ossi(icotions SYMBOL SOIL TYPE HSG %C ` Erodibi/if Rotin All operational stormwater treatment practices (e.g. ponds, grass lined swales) must be Oota reseal Oescrixtroe cn,cxee a°te Y 9 completely stabilized pror to directing runoffto them. Design sue/ EPSC —Pre Construction P/on l/eB Vergennes C/oy D 0.49 The Contractor shell stabilize any portion of the site that is being worked and disturbed prior to Drown MRA/sl{f/ beginning construction at another area of the site. At no time during construction shall there be more than 2 acres of exposed soil on site. Checked o' Jo' 60' J1MMMMMIa' Je0' Contractor shall be responsible for all erosion control measures necessary to comply with the Score r e .� Summ erfie/d approved Erosion & Sediment Control Plan and Narrative for this project. This plan indicates Dote -bly 72009 specific erosion control measures that must be installed to stabilize specific locations of the site. All necessary erosion control measures needed to minimize the discharge of sediment from site IF'roiect 11404 /Zon-b-a Rood so. Ouriin ton ✓ermonl BAR SCALE 30' KREBS & LANS/NG Consu/tin9 En are not necessarily shown on the drawing. ~ EPSC- -asneers, Inc. For Permit Review M4Ms/nS&"t,Colchester, Vermont05446 e- - III a Contrac ,.ging and storgage area during Lirnft of Distfli. (rye.) 1 construction of the Summerfield Lane and shared efNneoted with parser tope I I (I infrastructure will be on Lot 1. Staging an storage I areas for individual�nse construction will\be --laflti'.I��.h in roan ai o� ._,.__---�-,k,- - _ .....----� . J \e Pond Dewatering /ocotion fence t 1 7emparary sot during"' 't-tfon, Use hrter bog set on en( comsat instilled bet frees. The a y ./etc tro pad wd/ serve le 1 \ Q sfoekp#e raged -. -- Sol /Mce stone. os o po ory sedmentofion trop during conslrudon. The low flow1\ or%lice on not be in rto/,d until stobh7otion of the site is a A 1 complete. b1 I 1' 70" racreolaan Pam - =1- N.w 3i 1 Jft wreman/ /w /M [n e 6;fy of -� / S So.M glop. 7pJ 7 �N _z r f . Sun ea,- nbn JS/J4 I _ _ f fe�k Q I {Ip / .-. _ 9f fMC@ CO/IfrO/ ((»1.) \t I I s6d6nW( 1 3 andscme ) $ Aq / control (fyp.)lot wl /p Its Temporary sore-" I I 1 a« maaree_r•/�•Lot 4 '. stockpile ringed �' I __....- b I o/ Sou- sill fence 1� J01 I I dn/hplan / \ S?-m w / Ili O Ilf S I � /o• anawgrolyd I I I Ri7 /� 1 - _ _ � ��� / � \ l es�' � � `` Las Lot gi lb \ m.. f//ev�n=zJ9 JO \ ��-. /I I I NrAvaGor h/ lra / / 5 fxcowfed o(errof `»"--_/ 1 enrronce - _ (rw.I ` / _ �.: _ _ \ / / t / % / ,a, loth be Rioted on -- I I poNelkn rotation I 1 � t^ / // - � � � - \i / m, / / 5 / 52 00 i �. the upA9/ side o/ 14a)_. Hwy=�Wx. 1 Y /i --m. / / / /' ? enches No we 3+ / v �/ / II I i I w ea[7!/ / . I ice'-- "c+ -`ti yfwls / 5 I , / IhoF{ french emioy 'feet - mROS,ONPREVENTION s wbo-e shove Nbe&clewliat fhdSEDIMENT Me CONTROL _"y err /o deore p $ Lvolec/f / ?n•seww of\ $ L _I / *% ' i / kl • y �(IJP) /� f / Flaw (� openea of tone fan . /I AN seoY+epr tiny./ msowres mast be ms/aOn on ad o/ m;/alhq a cad ¢o Inrwk 4F3 L _ - _ \ .. 4en a .ry 1 /-thifies t meof Pr / I _ - / `t z Aa erw.on -ftof shay be hsfdled - o I.W h the /wb/kd[on vermoN rdodv s(abQ1ed ,," sue. ��� - - / % / //¢' /. ,.I �/^ 0.- / rs J-9 ` / I %, ad SPee rant ,er dfwf.n Retenff.e t sktf rsen[ Ebn ,ol and h accwobnce wih st Ilion I I' . - ..I is ` - '^� - m `// �. / \ it*" Q ) ' Lanit o/ Os! bonce 1 � mere pad^rr : to entronCe ,Ii '� ` C - - - 'I -e �- ` /��� sT \ / "' `>w J� m wife - me site shin I.- bedewed and grubbed Aa -1% slumps w.d oW+ ter;ars mofer,w shoa ( - - - �,. 5 f // / ./� (fJpl d OQeoled ' Da mmonW mom me she. me cm/radw spa# mmknix /M -noun/ of afstw0¢d /mil of y h orrierAPoro..,mola gi..n line e%rrer// Mw ' / ./ 1 - - - - - locol,an of 1 Ihp - 3 AN w k- cool,./ shoe Oe M r'es - shown on me Borings w os wdwed ey me fit � �1A _ _ _ />, DD JO1 !♦OD I 5 (� r• / I N �I $ \ \ ros/-1, r to , Me coot-lo, shill mdnloh the wosan cwrvd involutes Nola rn¢ Cngm¢¢r is so/is/ied Ilror wrrranca of a/ e \ Oe obondaned rhenie ponsdi.'ly o/ foe Pr-s•'le P/m CowdOno% IofnemPay � wa/e°wosion¢cm(r �� b / ' - _ s en/roe ee S 5 00 I g ¢ 1 / I shown an these boN gr and any oil,-eaxrer as neceAw�y to rrbp sewneof o, site Srme. aweot E.-;sting Budding _ ♦ Al ga¢ror%ond rfwmro/er ueormenr aac/kes (e p-as, Boss lined sebh J mar/ be eyhl \ at.. / / '� - _ cwnpp/Ny rfo&ALn pre /o Waal q -if /o mein.. I ' _ - -ro _ - •W _ Ike - -\ a A.Mr -ear o/ d lle, this must Mrs Ie y a /e s mustl be Nfbh a df or kfia aslweance Are, this /:me any arotwbann h m¢ weo mall M starved o/ me end o/ vacs rwt d y Me aao»hg n; and th goat& ;) sla6i%ro/ian rs not row fhi the i/ .ark if to contra) me w¢o rirnh 74 harts and sne•-e it no arcb;rofan i ecorl i me ne.t 14 netts a Ug / 1 �\� �_ StoON-fan Is not r.Wksd i/ /ne rag is ocwrhq h a sNl con/d -lobo apelao ('e n0 ) o✓Ilel) with a depth of T feet w greofe, (e.g. Muse / dsl oa a c.ro1;.r alailY tre-hes). 6 me Coe/rxra- shill slob.4m y porlbn o/ /M site loot is blhq tasked arts d'sturbed poor I _ 1 �^ O �^- - • 1 J / _ \ Ew;s(inq P parking - _ . �i war r - I ` C �� ' s a •J�. M/w 5 «ter oat f bo w o/ me sale the no /kite ose. cansRUNan snot _L_/1- � •lam 1 \ � /I Posed s�waa, si/an C Pita. /abDlafiw, or .ah vMs¢ slolreltleaw \ �\ _a✓ `' ^* sMrn o, me Pant a n¢ce.Arwy oar /o .•hq to me fsMo:e I ` / I ` I ♦ �1 1 l 11 °t""s (rjjD' 7 C-1-le, ~ be r Pons.,aa i as «aAon canna meaJw.r nicer r to P6, »;I. \ J `'�- - �'0i -- • - / `F - J 7° \ i me aro .d Erasion : Swkn-1 C-l'of R_ w.d Nwr.1- la,thro a *el os w¢a - -` - \. y ,g / � Gera Permit J 9070 (eau') An,Sfam»oler M aolf own C sfrwlan sles foie pan f T I I r(baJ I /f md'cof- V-;I;c w is ,tints./ measures Mal as/ be m,/o.Ied to slobaue 47c S/ I I I II J/ / _ 1 02 v°♦ - lacolions o/ me v/e. Aa nsc sswy wosion cano-./ -cosecs -W to mhimue the .-Msw arrnr I I �... _ ... f]cw c'on d hoe f seaknenf in- sill we not hates-e shown on the b0»h r { _ / E/ s � (tool 7-T 11 f I'� 1 I a nsp-lrws of w k. p e wnl ail w.d seoh ant cow vas sea@ be cmolxl r or Avast e y lot ) / I l l - = \ I I rI `1 r,.,.rn (7) ad nd> dnyr and whole, freely-i r (a♦) h- of the v d on o stem e.ent I I / - 1 1 I hd'.•idra ar I 1 I I I I I \ rerun' h a d'rchwq. of r1_n wolw Nan me cas/racho. sire. asaeclionr shdv be \ \ / do.e by w voile the b ieclim o/ /M On -See Pan Coardho(a. An ow prurems - C 1 1 1 arm' b I I I I J w moalAcol; its shoe be ip nee / cow oaf b me Cmaxfw ine a,�S.'ie fit awn I r� / / I a Ce (I p) 111 p I i cow6nolafea be Polrkk os e, (373-9502) AN nspecfans w.d ,wpwlhg shoe be c dsrce NI. Seel- 61 at Can -a' P-if J 90PD (1006) Slonneale, _ A • -roJ-. - - - - i / / Rona// Fran ConV/rofiw S/lex - - - A9 src'ess molwid and /gosoa to Oe r. used m rile sea be s/ockpied k^ weal o j I 1 I ro• and ,� _ \ ` LOI B I l - - ,{,f owd by the Cn A~ slwkpies sba Oe sera ~ Oy sal / ce wrd show 1 ¢ r v , ' _ p,- - - - - , I rrT 7' / G ea sal and 1em wer sr°biiree to mizmire rkd and sramrofa w�os;m �esnait Canlol- show -4, n;- ai/urDance .1 oe rhr¢r All -¢0V Vha bs V.eWd -1ched *iMh ♦A hovis o/ rhd 9r %V. Te Awwy s/abi;rolkn. indudhq s/ockp bx p' I C 5fr lion fence 10 atreipl I are -� I \ uel show De rues y J a d's/wbdd near that owe not w Red /w 7 dap a more:- /I o/ W fence .\ I - - - -- -- -- -� -- / t 1 w more Re/ to Sheet CPSC-6 / a/ois.M n n / ins f of we o e-ked ofong /ands o/ - - - - - I 8 wet/and but/e/ I- �• I - Sefbork -_ ,� - L I - 1 � �) /o Al wear at do/wMnce sea be awma,¢wnl/y w r vwway rfoerw os .sow, os vorrw. __ I d \I and 9--al, ilh , 49 Muss of me beghnhq o/ excowl;on. An W.,bey awrm shoe be L - - - '� Llmfl of With barnance rlye.) 1 urany eosWnw+/ for _ 1 eeQH and r/aa;red ro mh;.nire rhd en ono -le, w po/m/rd fabardim ]0'reorro/km aom dedneoled wilA barrier llgoe. fM Datum o/ La S _ _ _. i µ measures show kn, r much ma neltnq, Nwln A-k- 61- w N- -1,bf 11f a l I 1 ebrNAMf foe the ate ' -- _ � f _ / - - % - washed sloe. a grow o, Po.emenl bwrerd of 1M cry o/ „ S I ' _ 1 y - _ _ - ; r !J Accep/obp methods o/ rreiirolim shill hcade, MY mWchin (wile xl/hg) (/.5 7 Ions Spurn Bit/hglon. E /m IWf/and` � � 9 hit 4azn I 9 pw act � owe meth, waskn canrra m.Nhq (see earns / monhg ryecir Dien �^y 2w IIY,/"-` V� / �/ \ ' a.sbed s/one, wutned re% a pores son/es re, axed(, Ic wev'Ved j03 6/TS -0 - 1700 Cds/mq trons� 1 I mpwmea/ DaiiaA and ofhw mo/war or red be /he En ¢ ) 1 � -� ristin /once - II'' R //� �/�j/a� /1. An bah rnpa with repro Y� g ' I 1 ✓�IV V Ar V V Sr this I / Vane lints she dial hoe SJf shill ux stone /hnq /w sfaDairoliao (�yd 15 me C Maclor sea use were, / oust contra 14. IMea Cnghew ale/w-he can/af meoswes we deemed no angw x Sex e Appror. Propaly Lhe :Rye,, c^ p /air moWe, Wlohe4 hca�q silo and crosfructim ,u inn deb,i show b¢ caecrwd and Winter Erosion ControlProeedures: 9 Na --e rhos 1, GO ores of d&t Monte is Now It any Ilene a ilq �q r E hrhq Mlle, Lhe/g./. rile -!T C � So BWiingtpn S/wm Neck dams ./]posed of [n a -onnw ac epleb/e to /n. Eginee, I, Moir/anance - A9 d's/weed woos tea Ds monilwwd Oy the Can/raclbo - VV •=ay /r b v Fa any ew/h »wR pa/ mail De/such Ot(obw 151h and Noy /s/) d /he fngkree, un/a permonwnl ronw b es/a0asnrd a Ins sarhg. 7be w,nler cons/r�c/ipn. - w - w� pryoor.p Nye, Lh �go(e rdre /5 Me C 1-1o, show pronab pal profx/an wand a catch Msns (esis/hq a new) that AlWe, F osi-r Conkof N-,o(inc C (rake and faghew shoe waofw the N(, afte, o /how -/Dial--. 10 sea,. arQ/p ke mW/ A. renralyd 14 0/ slot/. arI hob /A4'AMII An4s, b --� . � foe/ /hq nybml `oa / crostrucfim sire r/wmwo/e, rurro// Niel p o/ec/an � her c°fM Mrkrr sea De y N Rearmed lots, /nos Oclobe, /51h wN resell h eepofed row Its Con/,ol- rho no/;/y /M Enghew i/ any wo.4 conl d mercies �l aA,kA P Iwple cants./ JLODt6o/$. mWlkp /a dlirsh ld fog -� frir/inq (:os [he P ceased n / I I 1 Slone hbl ao/ec/i-, ,waled--oialdy o/re :+sl°Ml; oeyre/ire - An la work gapes to be ho'deasore. me Con/ac/bo she inmsda(N On - / the wh/w. Mis Y knp/wmenl y star J6e AO T se reK/ b /M en!/ MM/pe aaa. -6 f o I6. The C Irofw sne s»wp ono wotw oe eNsth Mo.pn presents 0 Ratan/!./ / e,as;an /Mogn Inc Nola. Ms wh/w 6nU., -oh. con/rd meospres syx;/iq Oy the fngh_.. Me contractor ry Now Gar Lhe C Ire/a ,nonumw+l q roodwop wN new Poramenl LA1Y Y /o wari0es Canlyd meowres we .mend / to proem radinlen/ /wit /coon /M cdortro/ran sea odd mulch fhoxVtoul /M wk,Iw °fie, (haws w roinstwms The Lena or With o ie De m.hr.h orsl can " Cw.Mwd stone /ruck Dosses orM r/abA;,ed cans/rue/ion a rot (�(-lr'YXYVI Ciplkg tree /he O Non pqe awn -cavil wile Dade, rape rN be r ed of dI sire accex iMe aVkg IMW Nail rohslams ,.wan apm sea 0¢ -ought up to J: Me mwcn and sit / c. sea D. equir poi+ls to pewmr d - saol /tom /odr off -it, sae. NAf(sr Consbuel(on Sealvenee � - � - Nogghq (raaxd wear anly) cr.snee crane rN neee ro e< added an r ac m1 it. 0 .n(a 0 pwmonenl grouse rotes ;s a uZe,ef to h tee sprhg �f¢ Erplhp Sew- Lne/ onMp Orohoge Me r>/ ro e0 m rediman( O.idr up avM mh[mims 1. LMe E sin. [2nlro1 Segrrancv: Its rile rho be re 9-nd wrd reseeded os repolent f° ss/oblbh o (For earth work to be performed between October 15 fla. m they i) w raWces Me a//xlinmess o/ Me stone. Tat as-s/n GOWOho/w clan oe fee oe Moran con/rd menswer ,carted /- apse vq-aus Pwmanen pion Prgao+ed Sever LkN/mpr�d Jon Fhrsn gme spa/ N.ro/ion r e court. The only areas proposed for winter con,wction are individual houses and -- - sit i ce sednent canna Clanstrthe 1puolkn are 1-1- by October /51A iI1 1 to A ;t thes con ee p/I una64/wDM an/a �.r _ ter- _ I7 AN l)N vCtibn me xcere ,Dods lal be canr/uclwd m ottvWnce e1M Me fM Larai9 rM Can/raefw fhai math airy N/wI to lrmil Max ww.r or 6sfwDanc¢. S cenwa c rlruclan ScneDtie. sacialed utility installation on Lots 3, 4, 5, &.6. Individual lot Ertr/hp -tie/led/larwanae -.� sgn slaoww C slrue/kit E Irw,ce atrl°i An rrruoMraf Erasion Pro 11an and Seohlent Can (,of -cosecs Shan be hs/Nted Pr/ to A C s/ru- sfob,74mV cansrroli- an1ra -sal / c., Near low. conaimenum may carry Into the winter months. No more than one acts -far Eli-- No. NKhktlr/Ialephane p L o f Sloo.- croslroc/:pit 91-d /- hg a Esloaisb rat / e barer. total disturbance will be allowed during the winter months at any one time. -sr - sr- �' QOJf vnr,mce /a Aa Stir Cmi mlws ena suamn to the State o C rroefw Raquel/ ar co-Permit/w C C-dried hat polo/,roes sumps o1 a cola barhA The following is a general outline of how winter Construction will proceed �- Erk/hp Slwm Lhe%olrn both st./W 'bon pi- 10 beq-9 croslO Ilion, a odd'Iaq the C /.pa. 0.-Ste Z hsre SW Fence - St, / . show be hst~ on the do»nhi/ s 00 o/ the Mh/e, D. Dunes R c-sr-sL'-p- Prgoased Sarin LM/rolcn bosh C dholw oM Engi a sea Moe prxonsauc/ion nesting rh Me State ANfe, OWN, Cons/o/ion -ear and xi V/oepde -cox os sM»n on Me plan, by Oc/obw /Sin. // the epesen/dhe and Me Con/sac/or Noe series wosiw a,/d eeeely M an individual lots at Summe�eld Lane: frr�irew a%w 1, beghning ewrhecwk MA meelhq shoe M aianged of past 7 weeks ground a w/Dien the sow/ / c. shoo be a q h as -not if Ise ground is /romp /o 0 6. h - e "full one add;/hod e,osion fro, .s n *d �- Er[srhq Cw/oi era✓ fo beghnhg cons/ro/ian. sPec/ian - Me on -She G ono/or sne Ds responsbp reet'iY /. l rMoNi d-le, 1. w9eWed °rep - rl-- pond Review shn'/ow drpfn (4� 10 6i 1M w-tn V for D. oD».d ©' with o backhoe. Me b-khoe she -ilt- hsl-fl V during pe,ads »awn the site is iloblZrod Larhq - p owde smbXmd work oleo wound house. - - _,,,- - _ Prga.-d Cfow For Permit Ree,eew »oil /r-n the cansI wlkw bolo o d pill Me spa uphi[ Me sit / e she men Oe sill h on-gohg eant/ruc/.6n, the orate C aYrolor rho M requewd 1. SY-W ledge - 1 I/7•-a• arDrned .sane. . - f,W Iwce CANSMUCnall N07£S• pare ushg un/omn ­1_os boaorl. Chun ona, a shalt be brought foe - or baba,( do-ml daY slobbii./h me/hadt /o hdko(e campfarce with the _ h /al/ uliitrox wale% r nor d $twin. Au 1 J7, 9009 staff comments swh 6/!7/09 y on I, rho /ocotion and grading pattern oI buAdin s and os needs./ Me ,emoerhq spoa shoe M PA-d h the fa slaceaA bola If the sat / ce ;t aawonrd ae,mir. I/ an/weseen si(I-trans perm/ day slooivo/on, the - bxkfal .I9114e, rough y�adhg -d b_*Aff wound /M -11. 9 9 p S /a 2009 sorer an phase. eerand ado, / ce _ - rwh ly9a/09 nor in pi-, bet a me xa u /omit me ee 1i- mar( be -ad, ufmq-echmkd O -Site Cawdhal- wN be orgo-D/e f cow ss fe when hspeeebn _ hs/ai mixNi sous .Tartlet coo., Phone etc. driypwoys on indiY%duo/ %!s ore shown /� /i/uslrolik� Dote seised Deraripl/on Ch. cked Dote c-ounce with the hx M- Repel / Nodwole Risk Pr. *tr. A# - driwrop and woks -nit f- accrploep to the Eghew. sat / ce o nor an acceplaop aDn o/ rmrlr.cr[on °` purposes and mo rot within the building envelope. Me omit i cow nsaaclion .Meals sea M krill an sae one be araaaele Don ,eauest - ehd groeag lopsoa, real one m.kn Mil% P P y Y 4 � Design SNH 7 1 wear. anon. f aW h~ -0 hoe— o/ o mrel -1. o a purpose of this plan is !o depict melhods and practices 9 EPSC - Construction P/on E/eWNber ore bored an an NAW owe dahal, J S/aiiwlisn - AN a, 15bed wear of proud l Nhfe, e, Cmsj t sea be se slow, and o010*11 d ec strut Oe 1 ins prd o/ Its end of ew ^rile ohY MA (M to be used for erosion prevention and sediment eonlFd Drawn $MM raedired Dy Oclabe, I5 Aa woos d' *hkla dr/hg wh/e, L'wrl k. th sea al v.oaaed fpeprhp efrrNAenr 1, rf ono per 6l.' d N Mons tr f ?. 7M Areotian of WaYrrypnd /imps tr -1 wow 1.0 row M during ConSlfUclian. sWiii ha, -te (4 methods h e). aW l o net/hgl or tree lea n-mil ./myna./ aril rile N ,early h /M sane a6/ 6. >kr rs7Ais Ir Ma'4 aWy erne/ be Chap/s. Can/obi AO WE par /o an wsanroraa 9 Checked gap/kolkn rote (. tans pw or �, spored wosan coned mallhg, we,ynled knpwmeode s/oaWo/bn trrot egrrwy 1, abfuraM Door /nW edYcf old Y b-rwrA co,,had stone. ports i-f-e fl-ciefe, .r/Ma, etc.) or obse, me/Dods opposed rVoh meal( -6 w house Awrsdnbru or tiers rliny IrwK6eA .r mil plan p h .o so a bPWgb' { by Ih¢ fnghee,. Me seed show be wsn(w Rp seed TM mach show be hay -straw, and s/obaerf1sw eyrawy ~ heyse arlwhp !.porW ep/A 'Moe eiaWn r Y _.J, 1 Phase I of conslruc/loin w#1 consist o/ the rood, Scale / • _ SU�m erI ie/d shoo M qW*d at o role o/ I tau pe, acre Nelfhg /or the mulch .Me be ,ratio/ ♦A7 -1,0 -WIA-0 rrst6:p rase nN/iq N /ep Y. roe IW 4WAkWfw 0' S0 6D !)(1' Ja0• shored ulAity infrastructure, and construction of up to ,A,,f 7, ZOo9 (w opprow f equal Any straw a- 59 show be slooaved rim crusnM liana -Nth Nat. role (-M - fr'4rr/rd a'kpp"'star 00'nh'A Dote y _ two indiv�ld lots Phase 7 w17/ consist o/ the Am -lean 0,- SC150 (r/rdw a -1 rL ) Foskn Con/rd Rlonee(, - capore, equal, a Can/tact- sha be reV-,.W / e wasLan can/rd -cosecs -ess y remaining CO/IS!/UCi/qf On the roil%vi(hA0/ lots 09143 Aa sno. sne be ,emoted tom ,sf-bed spa bet a mdchhg /. ply with Me 0ppro-1 Fr _ a Sedknml Contra✓ Plan and i/ Pro' t _ 1404 Hnesbur Food So. Bur/f%I low 1re/monl Nbor.1n» / IN. prated. Mis an hdk fe Vacdk waribn can/,./ Construction of Summerf/e/d Lone and Shored utility meoxref that -.f1 be prided to rlamie sewn/k aroekns of Its si% in(ros(ruclure must be complete prior to commencingKREBS & LANS/NG Consulting Engineers, ins. Aa nece y wosim canna measures needed 1° -hkNie the dbcho ge BAR SCALE ° P 9 9 EPSC-3 of sedhrm/ tom site we not nacess-iy snoen - /he bo.hg 1 • = JO' construction on llle third individual lot - 1t64 Main Street, Colchester, Vermont 05446 _.........ea.�al,.... All disturbed areas not stabilized 1 L..ki:nio/DisuI rbonce (_l)p.J x I , • - with paving, gravel, stone, or delneald with barrier lqoeerosion control matting shall be topsoiled, seeded and stabilized with mulch. to her So11h Mgt amw 393-- - -IS9\�TI\ 1 sun Rim JB 9- a- - rerTJ4 1 \ \ ,eerI I II IiI I1I I II �I1I `I1Ir ti----- yyyIb=- . _--�i-r-S-�Ij I 1- t T disturbed areas no°Alitl wh paving, gravel, sttio-northe I I ma ., �ejlot 4erosion control matting shall be to! .i olp oanlizeiled, seeded d stabid of S, - It with ar- ` It e/p o/ Ib i Lot � J STABILIZATION NOTES: L Finish gradkg and preparolan for seeding, Finish 9rod:79 shall be or required to s/obollre the disturbed orros M In general, scone; rocks and debris shoff 6e remo,ad /coin the -f-e. \� Sp p0 / f M A// breaks m grade sha✓r be -9 rounded The wr/xe shop be thoroughly / Wed d or aMerwise mecnonicdty smoothed WnM necessary me i/ woskn } rra aMM.r / soi shalbe ,--ed /a a 2" depth Me ee of fiMshed9-clingshall >>9r New ero:on A f / s.». deg chaMSl r '� �'�' \R (`ND'J �✓ X be as necessoy /o proWce o wr/ace consislMl with the surrounding wro I _. 'v - ■. .._ L = rhk,Q_01p,/- _� -/ r i�nf" 1 r it sr r � cle, and the Pra-consrruchan conoirion. At o mil, dis(wbad tyros shall / / ri/ . .r '`�' \\ Yam, j- ,� o/ o.•rin 9roded with o small doe , seeded and -ached I _ _ ^ \ ten -8 h x' i, i n / _ i sue+-. _ /l ,A, �I \ 0 / r - f IMNG the e /SI g laPJa coal al De sOWd d reuse, supplemental Y / ' oo` d Limit 0/ Dis once >90 �W obtained /ram o ear sources nO t p y+ i (l7p.) de/meo9ed with : op be oppF o match me -lg:,d deplh on held, r and other mowed gross arras AW-0 shall be a/ o ity /o suga-1 /ape. ,.igoraus pPonl growth. It shW be o wwkoble loan, nee o/ re/use, cools ou aN i wr 1 «oi ar i r� g _ _ L - Jt - -err- - _ - - .- - I .✓ New rant loan., brush, weeds or other molerrol oW mental to Plan( growth. yv-- - - - ° _.... _ - - _ - _. -. _ .- G r r \ .' \ T psoT shop not canto:, /ess than Jx organic -alter, humus b I. Awl bs obondoned Y ate o I 1.00 s t required (estimated the role o/ laOD q, / a 5 I ^ \ 2 lonlate d 10�0 /bs�1 000 sq ft) as necesswy to brm9 the New sneer-- a � � ••tsaag- � - � - -.^ ._--�--- �, � _.. pH -eawre-Mrs shall be rWM `-'r 1 ` �,•.\ �,T Exisfmg Buidmg - soi pH to De/wen 6 and 7, lied "` twice on also p/oyw'Jg Fw/d \ Ferlk— Fnti/rer, 10-20-24 shall be opaied i, arras where r .pored of 500 Mors/acre I/ M/l, sLs9ll __ _err•____ Sfadk g Schedr fi seed shall be F o t he roles ndn'coled, � \ \ as soon as possb/ o/1- &W-bonce. Re seedhgshall be requis-d r .(� . t °t' a if o d9was growth is not oeh4-4 Or :/ s- :79 is oNer -bole-bar h "+�_ / \ f JSM. �� \ frilling Pa Parking Seed mixtwoffs tar areas bolo plbyenq //NOs another other 4 �� 1 _ � .- '��� � � •/ � �� � � dslurbed areas elf r' r \ \ /� Note: This seed -W.Ie is o Slight -Winn o/ the Conser M- Mix" sold by alter Seed The requYed sago' --Aunt was chosen 10 match the I _ 441I , „f' �_ ` / / 7 �\ 1 sod goes (see Figure T) that wit be an—lared onthis Project. �- I o W - - - - - - coSEED Wr/AME RECOMMEAVED VARETY 4Lg`4 7W Fescue 50 Abs Ky J/ /� I I \ I (I,l Creeping Red Fescue 54 lbs P--na--, 1{&rtxr/g Ensy'vr � \ I Lot 7 /� I I\ l l I I J Crown Vetch b bs PMn9i/!, Cnemung x \ - - - - - - - I I All di ear area not stab' d An �al a -10 ies Prano A - k (an endo ,O) pavin gravel, tone, or �1 mile Goner 20 lbs e,oKMlucky Bluaryoss 20 /bs - ,, 1 _ topaoin d, seed m and ,lobo' ear rota 2oD lbs peracre JD' ,geewqw c \ - - Lot 6 _ I I \ _ _ _ _ _ _ - ^ / Y I �m W11I1 inn 2 Mach: App fca/ion of mach hog shut immedrofely follow seedng - - rx 'tar fen ben / o/ /M - -ao! / ®m mmw u apnolions and in no Case rproler than 24 hauls /ore% (he of moan and type of mulch used shall be qlprowd by lndowner Mulch shall 6e 1 • 2 !0' tkaa,gron �, awm env'+ („ applied o! the role of 2 tons/xre, or o uniform 2" to J" Oepth. Mach netting, es 1r kmgs'�thl o darn, disk harrow, or therWMl andpegToff be ec w areas onal an slopes etnodl wWl mMs n an slopes Worth AmnlcM 6 5-75" Tear % wind , o/ DiWurbohce f 10,unangraw,d or equal erosion canlra blanket, installed in accardnce W;th the _3 - - - l (ypJ I arksir .wwWnr to i manaocrurers k lracra s may be subs/'toted tar the mulch. )� L - - disturbed areas no f 1 r I. 20° rxranfia, Path _I. I �� dehbeofed with boirier Igoe, me esne9l o/[ol R� - - r III ,alone r f fen wt �avmg, gravel, stone, or I Mach nay sera cansrt o/ mowed and property cured gross ar legume benepl oI me err Of g erosion trot matting shall be ' % 1\` ' -ow,9, rM,Maaty iae from swamp 9 osa weeds; togs daa a n sown Am%,glan. a ;,rra xtuand-�' other oW ter oas-o(er/a! R snap be nee fr -rot - mold /err 402n to soiled see tab lized _ _ _ - „� delrepree by ,i�.Y f osan Control B/Mket: Erosion control b1onW, 'North Am— Gem Corny 08rien Ill m IC _ E '.,ring rronsrarmer S75" or approved equal shall be installed on oisturbed rood side .as 6'/TJ/ _ - �1 a7ly. i2gp embankments d's/wbed steep slopes and odocM( /o walerwoys and other xisling fe,. a — I 1 -i I , I I \ critical dons Eosin c Ira blanket shall be kistaNed in occo donce with I I $ 1 I the rnonu/xfuies WrlltM h1slruclions i r IOJI I I _� ' \ 4. inspections of sto Airolion mrosures shalt be cano}rcled at /east every seven ,i (7) calendar dogs and wilh n twenty -fair (24) haws of the end on o Worn, L- �V root resu/Ik,9 k, o dschdge o/ Wor-worn tom the construction site. 1 2 AUG I/� Lt41 I -- AUG u� m,petlion frequency may be reaLCed to not less than one (1) Per manlh i/ - - APprox. Properly Line the --lire sire a temporarily srobivied specrims shall be done by or`O, Power pole under the direction of the G,-S'Je Plan Coordnorar. Any necessary repoks Existing tree hoe _i l2 Surve C P mf ar mod'flcollon, shop be rnmediofe/, carnpleled by the Controclar. The s Y l�/y j c A,-S'le Plan Coardnalar wit be Pafrk:k 0Ax (J7J-95D2) All aspect- _�338 Existing h jj of So. Burlington and repolr,9 shall be dale i, accordance with Section 62 of General Permit Existing Contour J-9020 (2W6) far Slarmwater Ranoll From Canslrucllon Sites lnspeclions Proposed Conlour Concrete monument may be dscantmued when fno/ slobi;ration has been oM,ered far the --tire P conslruclxn site far which the permitfee is respon ble • Existin /ence O ton pipe 9 Au use 2 9 -le comments swh B l/p9 .� Drainage ROw .kd 18, 7P09 holes w hoses, wfbnd bu/Nr / ce swh t Efewtions are based on on NA VD 88 dolum. Lknit of disturbance to Gate reri,sd Description Ohecked Dora • �' - - _ - be demarcated with 33/.5 Finish grade spot elewtion Z The location of under round ulb'lies is not warranted to barrier tope Design SWH __ be exact ar complete Contact DIG SAFE prior to ony - 'S`9n a EPSC - Stabilization P/on excowlion. Erosion canlyd molting p Light post Drown lWRA/4WH Checked 4 J. fill p/on is in no way o boundary surrey.Stone JO' 60' )20' IBO' Slone lining/rip cop Scoie f" = 30' _ ,SUrr�merfie/d House ond driveway locations and lot groding plans ore Proposed parr---/ „tine 13 100 shown for klustrotive purposes. Exact locations of houses Date and drim",ks moy w y pro ct 0914-T 1404 Hinesbur Rood So. Burlln ton Vermont BAR SCALE T' w JD' KNESS & LANS/NG Consulting Engineers, Inc. 1EPSC- 4 For Permit Review 164MalnStreet,Colchester, vennonto544s APPENDIXA A prof act may automatically be categorized w Low Risk based on a few basic project characteristics. Answer each question below to determine if a project is automatically categorized as Low Risk. For definitions of terms used in the following questions (e.g. disturbance, vegetated buffer) refer to Appendix C. Criteria Answer Score Direction Eat" See" 1 WiU the proposed independent project If YES, enter I, if + alone diswb more than 2 acres of land? NO enter 0 1 Is the project within a watershed impaired ® If YE enter 1, if 2- due instormwater or sediment a specified NO enter 0 dS, on Part A of the Vermont 303 list? Will the project have any stormwater 3 discharges from the construction site to If YES, enter 1, if receiving water(s) that do not first pas No NO enter 0 through a 50 ft velletated buffer area? Will the project have disturbed earth in any 4 one location for more than 14 consecutive/ If YES, enter 1, if calendar days without temporary or Final enter 0 stabilization? 5 Will the project have more than five acres Y / If YES, enter 1, if of disturbed earth at my one lime? NO enter 0 Total Score for Low Risk Screen 2 (add score from questions 1-5) I lithe Total Score for Basic Rlak Evaluation Is 0, the proposed project is eligible for a_7 coverage under this permit as a Low Risk project. Proceed to Part IV of Appendix A for a summary of the application requirements for Low Risk Projects. If not, proceed to Part D. Criterion 1: Only include the disturbance planned for an independent project For example, if a lot owner is only building on a single house lot in a residential subdivision, only consider the disturbance associated with that lot, not the entire common plan. Refer to Appendix C for definitions of independent project and disturbance. Criterion 2: Refer to the following web page for a list of waters in then categories' We o .t-H-1101t:.o v.u.,,:r,. airs l"o-, careliuibiliiv.hi.: Criterion 3: Refer to the Appendix C for the definition of vegetated buffer area. Criterion a: Refer to Appendix C for definitions of temporary and final stabilization. Criterion 5: Refer to Appendix C for the definition ofdisturbed earth. A-2 For projects not automatically categorized as Low Risk in Par, 1, this Detailed Risk Evaluation must be completed to determine if a project is Low Risk, Moderate Risk, or requires an Individual Permit. This evaluation determines the risk category by weighing the balance of factors which contribute to and mitigate against the risk of a discharge of sediment from the construction project. Complete all questions in Part 11 for the independent project. For definitions of terms used in the evaluation, refer to .Detailed Risk Evohaatlon - ident Rtik Facton Criteria Anwar Sense Enter Direction Score Will the proposed project have earth disturbance within 100 If YES, A. R (horizontal) upslope of any lake or pond or 50 feet YES/ enter 1, if /1 (horizontal) upslope of any rivers or stream (perennial or ® NO enter 0 st National)? Will the project have stormwater discharges by direct B. conveyance (tributary, channel, ditch, storm sewer, etc.) to a water of the state listed on the 303 (d) Part A list as being IF YES, If 1, if impaired by stormwater or sediment; a Class A Water, or an NO enter 0 Outstanding Resource Water! C. Will the project have more than five acres of disturbed earth y / If YES, at any one time? enter 1, if NO enter 0 Will the project have disturbed earth in my one location for Y / If YES, D. more than 14 consecutive calendar days without temporary enter 1, if or final stabilization? NO enter 0 E. Will the project include more than one acre of disturbance on Y / If YES, enter if soil that is greater than 15%slope? NO inteto r 0 Will the project include more then me acre of disturbance of ® If YenterES, + F. soils with a high (K>0.36) erodibility rating? NO NO enter 0 1 a Total Seen for Risk Faetore (add A throtro F) r1-1 I'll..,include disturb nce for the installation of stormwater treatment facilities or road a== crossings if there are no ress—ble altemative locations. Criterion s B: Refer to hnnl ww u.} wn wta, ,, n—nnerhuivsw cgpeli�iblhw.hun for the listing. Criterion C: The maximum allowable for Low Risk Projects is 7 arms. Moderate risk project. over 5 acres may be required to Ole an Individual Discharge Permit application if determined necessary by the Secretary. Criterion D: The maximum allowable for Low Risk Projects is 21 days. Moderate risk projects over 21 days may be required to We an Individual Discharge Permit application Y determined necessary by the Secretary. Criterion E: Include disturbance for the duration of the project, not at my one point in time. Slope determinations should be based on a site survey of the future disturbance area. Criterion F: Include disturbance for the entire individual project, not at any one point in time. The Erosion Factor K, is a measure of the inherent erodibilty of a soil type. Refer toNRCS soil maps for your county. If soils data is not available (e.g. if the site is built on assorted fill material), contact ANR for directions on evaluating soil erodibikty. A-3 40 Criteria Answe, Score Enter Score Direction H. Will stormwater leaving the construction site pas through at least 50 feet of established vegetated buffer If YES, enter 1, if before entering a receiving water? NO enter 0 I WILL the project be limited to two acres or lea of If YES, enter 1, if disturbed earth at any one time? NO NO enter 0 Will the project have a maximum of 7 consecutive days E If YES, J. of disturbed earth exposure in any location before enter 1, if temporary or final stabilization is ion lemmted? NO enter 0 K. Will the project disturb less than two acres of soil with yam/ ff YES,enter 1, if O an ecodibiiity higher than K-0. 17? ® NO enter 0 L' Will the project include less than two acres of ® If YES, enter 1, if disturbance on soil that is greater than 5% slope? NO NO enter 0 M. - Toed Score for Risk Mitigation Fallon (add H through L.) Criterion H: Refer to Appendix C for a definition of vegetated buffer. Criterion 1: Refer m Appendix C for a definition ofemh disturbance. Criterion J: Refer to Appendix C for definitions of temporary and final stabilization. Criterion K: Include disturbance for the duration of the project, not at any one point in time. The Erosion Factor K, is a measure of the inherent erodibilty of a soil type. Refer to NRCS soil maps available at USDA- NRCS District Officm. limits dara are not available (e.g. if the site is built onno snorted fill material), contact DEC for directions on evaluating soil erodibility. Criterion L: Include disturbance for the duration of the project, not at my one point in time. Slope determnaaions should be based on a site survey of the proposed disturbance aura. Total Risk Seen N. Moderate Risk Base Score 2 O. Enter Score from Line G above (Risk Factor Total) P. Add lines N and O Q. Enter Score from Line M above (Risk Mitigation Factor Total) R. .OVERA;U RISK SCORE: Subtract line Q from line P A-4 OVERALL SCORE. F Risk I Category Directions for Filing for Permits _ The proposed project is eligible for the Construction General Permit as a Low Risk project provided that the requirements of Subpart 2 are met. If these requirements cannot be met, contact DEC to determine <I Low Risk if the project should seek coverage as a Moderate Risk projector under an Individual Discharge Permit. Refer to Part IV of Appendix A for a summary of the application requirements for Law Risk projects. The proposed project is eligible for the Construction General Permit as a Moderate Risk project provided that the requirements of Subpart 3 are met. If these requirements cannot be met, contact DEC to 1.2 Moderate determine if the project should seek coverage as a Moderate Risk Risk project or under an Individual Discharge Permit. Refer to Part IV of Appendix A for a summary of the application requirements for Moderate Risk projects. The proposed project is seat eligible for coverage under the Requires Construction General Permit, and therefore requires coverage under an >2 Individual Individual Discharge Permit. Please refer to Stormwater Section on Perini[ the Water Qualiry Division website for more information: 1. ,ctw;ncrauahtv.orz :stonimaer hnn. A-5 0 "Summerfield residential subdivision" is deemed to be "Moderote Risk" and will implement o site -specific Erosion Prevention and Sediment Control (EPSO Plon thot conforms to The Vermont Stondords and Specifications for Erosion Prevention and Sediment Control, RECEIVED AUG 2 8 2009 City of So. Burlington MIN I Erosion Control Detoils Slit/ summerfield Dote h ly 7, 2009 Pro'eci 09143 1404 H;nesbara Rood So. Bur/in AWEBS & LANS/NC Consulting Engineers, Inc. -• 164 Alain Street Colchester, Vermont 05446 f a I. Seed and Mukh ro be pplied to all disturbed oreos, whether or no/ the disturbed area has been schedided far Neotment. M /ch is to be wowed in wind swept areas 1 Stone Check Dom ro be placed in swales to iWercept stno/I amounts at sedinenr from disturbed work areas 3 Erosion Control Blanket ro be used on disturbed grades and side slopes with moderate to high potential far erosion, or used in lieu of mulch in wind spent areas. 4.. Sit Fence To be used along o slope to Np sediment on site, particularly up grodient o/ sensWive orros 5 construction limit Barrier Fencing to be used to clearly de/ire the limits of the construction area can be choin-inked fence, snow fence, orange safety fencing or orange polyester mesh webbing (1' min, width) 6 Slobdaed Construction Roods to be used of construction access roods to lesson trockkng of mud 7 Catch boson :+let protection ro be used of oD new and existing catch basins within the construction omits to entercept Sit and sediment from entering the star -water collection system. 8 truck wash Stations to be used of construction) exit locations to minsnire potential far tracking sediment oft-rifetruck wash stations ShaO be existing powmehl when owdable or 11' thick x 15' wide x 30' tang pod of 4' minus crushed stare. A temporary voter source must be provided with suffrcronf pressure to rernove sit from the construction twhkles Erosion Control Measures /! SM EROSIGW AND SEDIMENT COW Ra: / troy- -d seamen' contra mroAxer Mara be pA»nee and rw 6 f-WIt n Me Bocklat S16-0 me rpsoi Iran fh, grodkio and knpmren/M plo, fo oovke q aid g arch sloohp ope olion; Rio prop« inp- to,- and nt,irI -ace of eror,'wr/rMirieol tend rhoo be the Cm/ix/oi'erpansbiily Ina veep-sbNly a _'No roar be r .Ikd -d pied hdroidt,wy for max so for ex portion See cmrlr✓erion c FIp for relbnd ✓eon shoe hckd M ewim/bn o/ pobooa weether 1-0111P1s ond Inek knpoc/r and the eroer,-y papnhg for po/p(*Ng -gohq roe 7 Firisn gradWg -d prepon live for readG F Fkrbn g'adiq .woe be s co -war✓' rnol rev:. «dkW antral nearer•; el m rpvked /. sfdiSw /M dr/u'b�N deal pl oe penned -O h peace. Die 'Lwr-Site Caowo/a" soar nose h q«iero( .lore; tacit and oMrir anal M rwnolwd ham th,to arlMxi/y /o r/qo /M GM/reC/«. torn Orelw work m .-Axe A. Nq[r it groat rxd M red r TI Wkcl -1 and ,wohr tend meo,xn -/i th• ero.iae oral tends kr ore rota/-rwy Me li- yt,l M rn-ou- raked dope - of be A met/ to . macs IMw+ n r he rot .hare M .bo to 0 7' obpm .1ion -d ww1 Mkn fed a be h , W. been a it, potential /w o De +r'7ee o/ /niched ,end m ire' r fo podwe o ed ' Note, 1 rot« hardily nubfbn exalt g radar d reo,onoar ere- -W. o i'g'ums/m[K� IN, ,✓/ c-,al-r with fed s✓-bod -eo and me pe-cans/roc/kn g cmdrbn. At o mhirram, wlwoed ✓rot -- paroled with o CraN- contra near✓er hd'coled - the pant ore irl-oed /o pnnor ducal se *N1 ond -k-,d bowls, pedlk - ~-W meoAxp y be nets, Y Nh«s /M exa/hq Ipso1 c- , M mwd / lent,, d4 -aFq - -arli- o/ the lime a c-,auc/kn k rape -fa Igbm Thal be ab/shed non other r-xcn par/kd-, x s toed and r/ophp -cm anoH he n.+erad A" -1 «o,b+ antral m•yures h odtw- to It- W eo ropla shoe M -WA d /o mo/M /M brow ayo/n on pion aed d/o• IM •Nam-1 Nmapppe /- Sol Ero.bn oral Rear bed other eared grass -m (4' e,krkn✓n or - peeirwe - Sedkn-f C-fro' on C f/roc/i-r Ff r' ~ M used m o led P-11 rps.i - M or o Woa/y 10 A t .gorou, pan/ 1e/ -ce qukb. A, er tN' control meeAxas ~ be mohlok- -" /M -anew' a -&IAW /no/ perm -ell W-d cover p- 1h. // yid M o r-k.b/, bony, nee o/ r bare mar; f1- b'-N read ✓ om« m I«iW otlrkm-lit rot to pml pon FWNok has been •rlob/i- d ond/ho/ kr/ner near✓es -• not reared thole not conlw w- It- _W -gmk mot/«. nano; by reiihl An- -A_ cmaa maoAxee -[ awe nee no urger rrer n d mo/«roa d,/wed in'A q roar// sir, orrd croslrucli-r den a 5erdn9 Sc- me r w1 ,nW M g"*4 oI the roll *Nalco/., end slobiired -/rare• --kV seal/he cobec/ed -d aQwoowd o/ os po " o/ler .Pr/✓Dance R-seVakrg ,hor be 'poked n - xcap/obN men«. i/ o ,yaous Worth a nor ocb4_4 - W fM'M' q a alter Splember J3Ib 7 Nol-W. Die 'max/- sho%Mw rrody for inmewle tare oh mach My crashed ,tone er cmaa bknk tx cloned fnhgs No". ma reed -intern a o Wyhr cavil;- o/ IN,C r« . Nofkn Mix• ,oM M e, lark oM appal--cersnx..oy to prorrol ae r-k by Ce/Kr Seed me .poked seed mix.oe was dorm to noted IM Scan /)pet /Mr rw M ex.-krwd on Ina - f. J axkirp o/ Mad - Sol' M. axMrg o/ - and W -to n.a/kq'ood od;x 1 to red Ryn1-o/-Nby noon pokrlr rod .SEED /r/AOW KLY[MiCA000yARirr ot be -bred l/ ew , ° ri.DALW em:a[rcrkn -noon -N M hslaeed Cmfb/eq o/ on e' dpth o/ sloe 4' h w k,f k roe f - so*, Ky J1 107' h king/&. Di. -11.x. ~ M mah/onwd fo per-/ Geyohp Red Fe,ne 540, Pw+nb- Nhl«gre-. Cn ".e bockhg Of mud ond sW -1. erarhg rood Gowe NAM 6 b, P-i 911. CN--g Annul RN JD bs I Tmhq o/ slob.W' olio-: led conlmcl- rboY reW -d mdch• w P«-hid Rio /5 br R- i N+d4b-' / ) W"Ch,_ ID - Sldiae r"e «orb. c-Nd nor/hp be dar✓oed pear wiz 18 haw, oI &A-b-% Refer 1. the pans for ,rxnple ,raoilrolk- xrnlucky Bbsgrors /5 br rpurem-Ir to/d Ian - per -eve )here may he 1k - wide i/ a Ml po,s0k fo -,Not. the ydSra/i- or - -ee rim& 46 h-x; olio. /o .mho/knit lbw 9 whAcn: Appko/ar a rrrgiar n % -a inm.d' rMy /oYor ,Nwy r I/ Arco o i- win IN, . Co-act,/w goarolbn; bed h M case peel« /Aron ?v boor. toter. Vac o/ be nnc bob, ro om ,nog M twit/a, AI /M/ pan/ /M eralnp «otio+ c-Na mutt, and ape o/ mo�t/r need sad/ be ggr°cad by kNeOe r«. MJcn m er yror M rw." ordw by Ile f�p oe '.. Athey -ANo? eroAi- can'. -.owner rN M -oYrsd o/ ono/ pater, it they -• newAe( yet be cWA'd o1 the rate .11 /- / re. - o -i/ m 7" 1. J" pe:xm/ moKm-f o1 o// Are w to foe o/ IM dglb. AAAch shot be sec✓M h ,rid treat °trot wed be riper by S o N p, .' I he me drecliw o/ p pl :lopiirorkrr a /o /knA me canoe o/ ins Irks oral pp memo, nelrkp lrxehp rirn o AY«. th, S. /M rile h Min « A, rfobiim/kxr abrr• alter J b00 N harp, other gppowd me-S k cane sweat wee. - - Cerfah tape; 7Yorth Amerk- r, GeeeWd «orbs cl4mollnp sn°e M hrfoeed h xewd-ev im1h me marw/oclw«i 1{okotins ssallted mow r'r See De/ai, A H.-M t Muth noy fhoe c-fir/ o/ monad -d properly c✓ee prom or Iegame 1 LOM C/sarkq .eW Stumphg: Ins fwnilr o/ ckarirq Mae M norhq, teas-ady bee Ir-n troop 9­ reed, "'0. darn or booted -d -Red plr to beghnkrq rwk AN wrgbe / shall M ow. o/ In, knit; -e be -roes r core -d M toe- to o0w, °Fk/«kit, mot«iW 1 - be nw from -1 or m°lo pe,«w bees bed wq.laion to be re/wed and Io polio/ -y 9 Eroskn a-Na Bb+r,eh. florin coelra banner. Tam Am«k- aarbc-f refar,r G•- S75" or roproKe •Prat ,bit be ir.'~ be d Axbed 'ood twusb -d winos ywr be cut -e copped hlo pen obnq he br awls wnborwm-l; d41-bed .lop atop; oed °eb -/ /o rot« n arch afhe, -i/kd -eos fmskri ,,a banker ~ be ,id o/ IM ckv' units A. sow dare road shoe M xr9 has on hr/orM h cc -duce wirb he m-w/x1✓« i «ill- so4oqrd m Ax be po,rbAe. w ,locked h locotans os di'x/ed by -d-w. krrlrxfbr r A° slimy, w/rhh th, /knits of the panned a-1h-k shoe be ___ -d d pos•d o1 h on oppowd oce - eilob/e S/wnpr -d brush -f'id, the /knits of boon xcoNo/an ,nod be oaI limn wlh the gro-d sw/xe. See con 1r 14 n c-dii-. 1- .Nand -ro, Erosion CoPf? Measures AN Mkofi 100, firer fpork Sfpk /obrk to snow fence -F-m !1" deep trench Stoke �\ la, /abic ' bottom fh g ow/ F oe II `-Bdfosl Y Section A -A A ovicol remporory Silt Fence Erosion Control Borrier Nis stokes divan on down Ape slot of fence offxhed to Silt fence spocing chart s4be sit /arras spxng Set to /at So a or p„ /at to ?oX 75 ft. or ions I > IOX 15 /f. or /_ Erosion Contra Meosure Ate Note: - Contractor sholl stobtiied construction entrance as required to prevent !rocking of sediment off -site. - Contractor to use Miroh' 500, under slone far lemparory construction roods - Crushed stone shai be added or replaced when 8OX of the voids ore filled with sediment. 4"b" 100, A oral' -d to o/ ,lone rypkol oR inlet R� TI" nwq ripe / .1- we, W. 410- 7 K04 B' - be ,nowt - pins Clow. sec/ten Maxknum ,/ape o/ alit for B' L e vet Spreader _.: nts Bottom of depression should be 1 ft min, from edge of catch basin ri See Site Pions for site and /knit, a/ rfo rap inlet Protection. Shallow depression tf• around grate I inlet grate .Spacklg carps AW-dF 9 1 on cNe-[N ,kpe A Some 01.0m �24 roe PRMC Mof ro Soot A B 97Ba Fir« look NkoN lIQY 7 1 owd B 24'Moc rAn/er .SEC1712V A -A Not to Spat Fier F.brk Miroh 14CW _ SfCDaV B-B or pp'owd Not to Scok equal Erosion Control Meosure 12 MainfO4, $hollow depression around grate unti poring and/or Mot ShoRow slabgirolion has /Me7 prole depression occwred 3 OR2 around grate 7 n. rd1 e• e e' 4• minus Cal eh Eosin Bottom of depression crushed slope should be 1 /1. min. from edge of catch Dose rim. See site plan tar sire o/ r(o Erosion Control rp i/let protection. Meosure /7 Cotch Basin /stet Protection N e$ 1. stone wil M paced - o firer /obrk ndli- to the Ake; prod., end locations shown *N the p/m. 7 set ,pxhg of check darns 1, os-ne that the eAowtknr of the crest of the dors/rem. oath a at the some e/eNotim of the toe of the upstream don. 1 Extend the stone o mhinwn of 1.5 Jeer Myond the ditch bonk, to pecan/ curlhq -Duna the dxn. 4 Prated the chore/ obwnslreo n o/ the lowest chmk oynr fr-n xour end erosion won s/-e - liner os aAa p bf.. 5 En-e that ch-nN ppurlen-ces such - -1-1 -1-ce, Del. check dome ore not wbpct to dpm.ge or blockoge from th�Wbced stones Stone Check Dom N rs CHANNEL INSTALLATION 0 NORTH AMERICAN GREEN Erosion Con frol Measure Ij Erosion Control B/onket North American Green 575 Motena Sveci(ications Erosion e-Nol bbnket shoe be o moan&.-prodreed -1 o/ I= opriaal✓a show.. Me bbrdel snot be or -,*I-/ thkk-- w%/. IM st- ew , 0.110u/ed aid• the Intl. -ee o/ the -or fie &knee/ ehae be entered m toe lop ride with pdpropykee pllklg ho'*g on q w-4note 1/7' X 1/7' me,h bed be sera together with rot/- thread 5/row ele b, c-1/ol Make/ seal OQ S75 0, mono/ lured by Abrlh Ainerk- Geeir, *NG (8/7-857-6617) or epvi.a'enl CroAbir c-Iro/ abed./ shot lane red /obwkp proper/k; Moferrd Conl-/ "'o. 100Z (50 bs/soy=) (27 kp/mJ) Nef/hg Cbe ,id -I. phdod roddle /&reed Nb(ioh goproxinolNy 164 b 7000 sp f/. Pny:kd SoxiAkdaon: (aoaJ wwin GS pet Z bnJ C-gth - pN (IS stow b / 60 �c tar (5�J 6 k9) hrloeed os per monotact i voci/icelimr North American Green SC150 dloterial Speci(icotions I''loch e control bl.M f snot be o mxh*Ne-paalrced nor wilt, o 7D.T ogrkul/✓af Sir" me 3OS annul fbe, moans the Mx de/ ~ be o conrrs/-/ mkknes, with M ewe, dafrbut- or sfrow ond /hm✓/ stitched M/wewr o heavy •eynt pholod prabt pdprprlors neflhq be e too slat and o /yh/-011 pNoIodegroobbAt pofjp-op,e . -11I 9 - IN. bottom siow suoow,rxmu/ erosion c-I'a b .er Shot be SC/50 as m Aoc/ured by NWIn Amerkon Ge-, hc. (811-867-6617) or eaviw 1. �J �� ��108 Yp/rG 70S stow fbe, (is b / gyQl (19 kq/mIJ OWN 6.67 he/ T.OhrJ MW coo 1 Aber (15 b �ydl (are kg/ IJ 1 Ling/n /GIB / / J]97m) Nellhq rp ,iok heeryraighl p/yl oda0/e with Uv _W/4's Nlynl IO br +/- rox (1814 kg) / 1N JO b IaW sg /I. Ntiph rpProx-o ,: Bo//am apt, Aglrfrrglr/ p/roloMpmsaN A- 80 sa Ids (669m7) Nleynf appox-ofNy /61 ps//oGG sy /l, h11o1M - per emu/xlur« i pecilkol ins rMeos Osp-odool Netfinq._product for_mulch A** Entew6w Inc., KohWat a 400 (a ppro-d eouot) Nbron moltr1g of coil yarn mode from high strength white felted) 'atonal fiber PhO&W SoecRkabbes (Roe) mkknes OM h Y per onir -ro (mkt). 118 /sa yd Wdr widen /-sw slrmyyln-GY (kIDxCO): 301 x I87 IDs/h M .. N W/i- - Gy (w/a x W). JJx x JIX Nwe wid/b fenseb strength -till (MD.C71).� 436 r J50 b /// 1I Noiigofiarr - Mb/ (MD , Ciat 55X x JIS AVOW t / .0%N behw IF �I[Rof4l[ 1. NwvM[ Sex ar-[ eTgaNG BUw¢t3. MttuoeW Mn Ka3Sww •RxrArI.N - IrrR. R.tWP. can Yth. Morz: rKrwep w(A a4-O-YFo IMr a Mrwt[o roc wF. —1 pow. p.:t°" w r.Eoo o<,,K(aaxK[ a w�;Ipwxa �o , .[ dN , a- w .•; e ;. ra T w0 GP I.EE°rINVKx r�w s �uxc�Oiw[°r `s[[o io c�YviCrEl o wxxwroD 0.ori[xxMNc i( � � - x•reSr 6,Cx p(. Yf0 •No aawr 0 WL. YN.E eWA[t pt. 'plw•r[tEo a0o a Isi•q[5/srwos Y•c[o wwapwt[Er Ip• (wuwl w.wr wsross mE ran, - tK FxwIE 3. •A0p Y,5%MM[xr3p SwwiQ y �p rsRWSi Q 31-LI [a•,t[x[a rb r5q 5uv� er piRww�w•rs 90F nia`oui h,�uoi arrrl[r`m�°ao roors��ca�snngwc o roc[ °Rwcw •n swp`S`i[ w'rrt 5/Ywas 4. m`I'`aw[i siarRo �n 'o.m',`NOwrn[°h"wwO1D.• u even, -x • : -, (jZj;: S°:)orwie.- 4 , .x a . ro YCNe .tweets. >. IY la,�A1I w • e' (ts�m, a�Ev �r'roEiPE:o:. B,aau wo 0 rTT TK rRxRar W p St•0.wa. r 1 eawaxl IIAreI[rs carer a ON:I.Aw[ a AIcaauw-)xttsYw Hc'"`Ill T a oK%m l3mlpE➢FxPxG .rpx pn(Fewt, -rT IYR) MoM rnsrK p:wAb 1. A cano-K Y0.Mn ap b w .0 Ii-MwmaIIPmI wn wb (IPm) or a. OK. prMrpm 0' rK CoaxFWiIWT; )E. NeI MUSEx i a• (w`i %mj siwoini.[ar,c„°aEruo cds`il[w`varrnicw°iiR�Pswwar[u IY (roam) Novo a-s°.•m's-I& I reon r4nxWaaS.` wilrss'ron°EaxnsTo r'...... xns apIwPox°acps".[rrtrwinwxr�: onww`,nawicwwwla°[•er x`mawwmxirwti.K¢xEan SLOPE INSTALLATION NORTH AMERICAN GREEN .om.w•rt a[?K xaR p •xa,pnro ter x T w • W (-) a[a . e• ((ISu,.la ww[ m[w �voE min. t [H.[o rK --Y-[ totaled d rK tRNM. s 3iwL13Rrw¢w s weioourzv le j�jin r, Pp1A"=7�1K Kw m.i Rww rK r[asw�a,L.otK M% S,o RirR:aw"aR ­° .1 o; s/swwK,:w•wtwrr ww.( ,.mmnw.. velars tK x eawa s wY° "rnwx3OE •. r"¢r°wa'Z=ED m,araMOxp-xY%Eomtmirn ax tx[M1wwYem[` 1%Ixgym) Ewa xe°w[« ewc nomra4 s. cr'�N�S� . PIN14n _�o �Ix�x�WSt a M/CEo 1. ". - (4wt[[ I-)rm •x wxNepWR plMet•'wDM.fi•,. •.at •.www•t[E. ' (.lac,,,) w•rtI tteg55 [xtN[ nm.cm. Yc C rK or srwxo ON s L a -EN .w e• (I%.) w•r a Ka- To Nbod slowee dawn on -!side of /-ce byia/o°aCor_r'Wy-opoo,9ed AUG 2 8 e..v3 .9ud (1' wxp mh,J rent- Mee Nbed Srd• A ro ,taro p- a /« ° ' City f J3udin ton nevi re0&hp oy Nbr1d Cp 5yp/r ,t 17, 2WO N r ,wh (7`01-'QV°r mh.) 'ev Dote oexrbfiwr Lnxked ' rid u II Design SON it I Drain sNrf Erosion Control Details I I Checked SecAM A -A A J ;I n.L: to M .snare. o/ the Stole Summerfie/d Erosion Cantrd 6mi/s of the cons/ruclibn Date silty 7 2009 Meosure J#5 Oe° See plan. Pro` cl 0914-T 1404 Hinesbura Rood So. Burling ConstructionLimi! BorrierN,S AWYAWS & LAJYS'1NC Consulting Engineers, Inc. TyD,col - 164 A1¢xn Street, Colchester, Vermont 05446 fi..xxc The Low Risk Site Handbook fur Erosion Preventlon and Sediment Control (Nr7 August 200fS°T6 d I� Haw to install: Rock SW Usti a mi, M 11.1 ncn_PW Oe a 8locos mrn'mum -a 12 taN minimum Length 401ean minimum for length nl JriwMay, A n.r) G.awdlle Pace flttnr clmh under ant rc arwe had Maintenance sadmve wa III— lone as reyuuertl to hasp Wedima t Benno track rg unto [M Mraet. vex. rt UMana inn a IS Mdv wen $MMx]e fsnosea Snrl29 The Low Risk Site Handbook for E rnslon Prevention and Sediment Comrol a droturbe 10, mere aces ..de,lppment pwnlMt win rtll equiraaVermont stale arena ,r.bmmvaw�dbcna,gs hom pwMmcUw aitaa. Cunsttuslon G.-I Pamrit 390208.0aan cent In Ue Jew'min.a.r of the pown[iel risk er gvalav Iron the comtrusbn asivay and 1 amgonrosthe tlae N as Lowarak, Motlerotn Rlsk, I, or that apishhr WVlroa an Individual 1 «rmit rho Nandards -n Nb handbook aerve as the mquime s an P-III., and Sediment cam. Plan for 'PPtrucVan saes dew' r tied 1, tie 'tow h ak' under u,.20 Nntaolinl4rineean -I wear Oua Npwam starmwewr sawn 303 Souls Man 6trcet Sul 0 rig a NorN 11.O10a Wewrbrrry VTOSO Tel 802 2413TIp a 43aU WWw wwnwmue'tvo,lyatwmwawr.I. t wrrywadaw Mr�mNeU a +pests' �n'arrw 6 Slow Down Channelized Runoff I, nr s ores h hd duua Gruaw nUrfl tie 8x .nennew Iw Wlavrig drw r Inc etnrmwetxr flrM. RequlromenM ated now a..g rn a Once a Nwmu anrrehmI on wurM. Nenxras, tX Mprmcnapl . a.ms. oar Na.. muN not ra I. asrNck Jams. How N 11-11 Helga: No grease linen l feel O 11 of den she d be 9lnch.. bwar It an [I a Ad. alavrt m Ind, slopes. 2:1 11(. ea p. 39 for sops to 11rn1) St...lre. I.I.n. f 2 to 9 n •h V.P. wbN D M d p ewldth Wthech,nneland wndu, Ihl Id.M III banks Slmsng Space U. Uams.c that Ira I-P, ravel cl the upstream dam rs at the nbvauoI, el the top W-) M the J,weMream deny. TIS WMcm,is WnN ro its nerghl M inn mrwx der« amraeJ w u,« cham'N lope SPacmg Uri lane • ifeigolalanwaLDm2m1AeL slOpx In cM1onnel aVhl Mulntonarrce. 9.mcwe sad merit euumulawd b.h Ind Ua dam 9, Winter. Stilbiliration Purpose Managing mnarumlm Wleato mini I.I erowon 'Pan eM 'event sadrmaM bad', of IAW ifs p a wmrrw goald. du Intro has f.i. r,M1sllange rer I, evens eviler dunngtne Inro Intl, wltr l'0 .only spring onth. 'Win., conNru on aRI-d Pere, describes it a Pan af between OctUMr 16 end AI 15 wean tin preven m and e•dlment cgnvol a dedis,amly ore deacon m Ran. In law vet. thews lnmughum an. wnw, end aping men and 'aim can yroduw went- flows der InP.P end saI.r.. VI.Pd eeNN tic- ng Ne taunt a for .-ion Hequlrem earl for Winter Shutllowm FmN SIR,— h Icrrmplerw eel J U ant to Now nwr por ou (Gluier 15),IM 1 Ilnw rig 'eau re nenU muel M adMred Io: 1. Fw an.. tU IIIswbillma by vq tatlon, vend log sh,11 Iw I,P, •M no titer Inns Sxptxmbar 15 t, aware aaenule 91-h and coon, 2 If Weedingry rimw Ilyd Uy S.demM(15. additional n.PwW rP aWW Dlnush. - M used ro Seeeoa 3 Additional Resources rawro.«Inv1«tw,lo men amewe� el.0a asearalw � _ ,r•,e ea syw rbw� a ewrwnw time: .-.3.- .seo war r«a•laeosouwenM.__.___ _ ta Tt It Yw Yaww (wbtlr lnb,labrrpk In Mtl Table of Coate ds; Section 1. Inhoauctbn WhNiseraaion Prew:noona AdiPPPA anon d Da Ineedatson. 2 ApDlka,on Rucess ..... 2 Second 2 The Requirements 1. Mark S. eouMarle,. 3 2. Umit Delt,to... Arse5 3. stall'. CIPI.-m EAR. .,. ..., 7 4. Install Sn F 11 5. Divert (,Plana Rhanif 15 6 Slow Gown n nut ad Ruran 19 T CP,PA,mt P, iCunbWs 23 8 Starts'— Expe6ed $n . 25 9. Wit, SPI.I.Wean 29 10 SPdhII at Final G,,1 33 11. Dewa[e ^g Aa- n 35 12 1111 Y SR. .. 37 Section 3- Additional Resource, III, wbrah,w wslape. 39 lbw to esUnMtn area. . 39 s­,d m e low...,Pat ISdoln Nmugn In. aroma l I, dam en 1 proven Barg. now, lro n carts rg men aver III dam. r arM��e an- re.mtl xd inn L4nech nama.e nit • �� i� • ,emu n,.1 E tie sae for n nwr I, .,Ig s nciudeS errof1m SControl. rig, Pen rig Ma Mavy alto lefef Seeding nu wines'ryea lit" ndatl b allow br early germinNlUn oaring wN spring crnabona 3. Where mulch is sMcAI aide roughly 2inclrae with an 8a90% aver. Mulch should be trechwi In wino br Irma With nadir', In open Braes wlnerabletu Inro, mAzalHan35 wwwlaM,menw Lta111. data- wanJnnh Iwx 11111in irrxf erwbn.wruui edxa«a bear ma noes Wait cox sl.rraarda xoq�smdlnolmw ax nm1,n mW swlrmwr, cmrrrml wauM wegaprw arty �Ilusluuan I Ix Imre 1. .,1 amenxood, oar �.exe. rim Ma, nest Nmrrgrnv Tunnpleglm. IwJ'cumn null' m Selena kfe v4 �,n' Iw�ie �Wx .n ur:sy a n�ramp tin I ' a-' 11.1 or Ines memo b sPnewad ev,ne Mmoax M1wr ra Ranun:ea ramamxuwr Banc' mmugn rr Pam m rM us. trwxm,m�w n Iwrxy. w.ww.<n. nea.ra.me«erewr. rw °'a" r.amPex g..e. section 1 Introduction what a erasion prevenllon arts sediment Inurol? Sadmerit Wash, Inc Mreams is one or Ina largest watergwlMpmbIW rn Ver­. Sadmeatten kIa weaken Pan and inner organisms aria ePWWA.Iy impact emetic h.ltl. On moat con.trucfmn sites, vegNaUUn Net I.W. the soil in ,Bite and ,rotates it,anr .'alive tomes or aria 'anon le remored, having brgn anae of soil expwedto Ueelem bP. During 'Paid ,d tarIwtlt, lase M W It antl may M easiN aredad and henaporwe earby etrnams, lakes or wllanda_ o T. Dresrenl Ns - ran hYnpan rig smal mMrM s mph ,real cgs d. Install Slit Fence M,P, e sift (notes nwrcept a doh and a low suspended IWII I't nP settle out. Require t-I Six note rat N h¢'nstxPat: tin It. downhill Id. d the wnalruMrun act'rvnrea • bNweun ant ditch. sale. Storm Ind, nr wavers M the Stet. end the and-d soil wrwer. meoyreoe me wnrt.�rdvrins mnmmar ymI 1 Roc.naments for Winter Corehuclinn Il c,nlructi,n-Mha imdvmges r,IPPIh.oc c M.- past Ocwlrw 15 M begin the s , April 15. the fe-a -..-a- mat tie adr-. 1. Enlarged aawss pointy, M.blhaed ro -Id- fa anew atwkpiling 2. LlmlhuldMturMnca rnawra ur roylawd lu rNkut err nd.,y a w nwr worx 3. A snow tnegament plan prepared In edpuale aeae and co nrol of maltwtr. 'pair rig cleared av In lea stored down Mu a pf ell woes o1 p NNahenca end nu[ d stores wNer treaenent 4A liai., 25 tom rune, snia ce moltred from P.r'mee,.-I such as sr I hand 5 In re0a m:e of akfurrathat are n W a waver body W111 1 �I.N test raves M s in lanes. mutt M I,a 1I.d M.,A the cent.... Cr 11n,a,a lrumures mul Mkad open rna Pr ,noes and Ica dams. 31 w.nm•IIAS 11 Var Pgnt Daoonn t 0E r«tl Coruury I, darer Q..MD' _st wlnr season 103 South M S­ Wish, 10 N nn Wave Wry VT 1aaoe TN 802 2413T7U or 3111 F., Sr­32.1 www.vtwawraua:nyUrg/smmmatnA4m Do I need a permit? A, wnebusbn III"ihet disturbs 1 or mare acres IT lend. or is pert M alarger dew'PP-nI plan that will Plato'' 1 or more acres. re9Vres a Vermont MNe permit fit, Nor 'Mier discharges Pan wrwbumiorr arias. Applicalbn Pmcaa 1. DI.M a espy m Ne 0.vmnand determine fie an. c.tai MNn prroxseU proles. I,e wane is ailewwanerpe at www, uanharg/smrrm. r.I 2 s 1111r rP nI(Man Boren nnurying the 0eparnnant UI par intent w rear, < •smxnlI Ne NOI M DEC1, -1 LA I- CWUru mu lea+ra bgln coMrrucHm mWMw su/Aalunr f4n« Mr ales{ 3 _Pa of -tten uN han OECmm uoam III tl n pd may bee a. 11 W - let is 1 eHN' N xbook your Wb 5. if p d .d L a..- you must MII N Ue g der GP 3902U br Mad MaR ka.trvniea err Naee Ben 'tire an lndMdual Perm 1. Where to place. • Place sin Pence on des lw I. eagnMMra sot At the Mtbm h slopes, Ic. fence fl Bel dm'nhill from Ne ens d the Wo . IRspace.1 ova laob4 • EnsurelM atlt lance catches all 111 ru Bran Mrs cal. • Maximum drainage area Is r%. acre br 100 feet tit sip when. Imwll silC ferde acrUss tine slope (rim up anJ d­ Mail rawtl mulrpw rows of silt lance un Img Illy w ereaF • up lion. • Oa not irwai dltlenw across dilWrew dpmmb.or m linen. How to InNell silt fence • an I vend, 6- hesdeep IWIPPS n N ce a h b gt!a a • Eom k IMd nl WPI, 11. Benue b eh' oN gm M h gethd • Or take gan1 hl a fh Pen • )rl k n 16 has 101 r'11 h,ncn • Push fnIh Ih o,,1 P.Ik along nattnm • pill Genes alto and and Papk tlmv+ M "Winance. • Pe led.ed'menl petpua s hnl'N up Ne. • F,wM its - hnwrsVenrrWdin eaWrtl arq were p Male, lit r r I. Slit wow end other praclkeamwrnng... eaturoanw m.N be rnswnea anon IT I -I mood. 8 a. Munch used ro, temporary swllltelion muN M .,Plied at double IM1e standard raw, or a minimum o/ 3 inoha With an 6a90'Y,-1 9. is ensure cover of dbturbed all in advance of a meh,uant,areas Idil h. Solt must tie swb"P., at Ina ono of each work day, who the following exwptbm P11SdadIPI 24h and h 11 N d'nt lwNln 24h d TY b'I - Sneerye.g • D' -d.-In. Bel dew mnMf, such n f raP oaten .1ilift,I-— 10, Pr awiil' Pn snavor ..N .tied RI R than ew loch INIII,ro 11. J. atonab lahili2e areas, 11. the Perimeter If buildings under conaVudt o, where onNruI—vehicle traffic is anri ip tad. Stone path.-rd M 1020 feet wide to acco ,,hw vehicular traffic, wnwl dn.rb,r Sepnan 2 The Requlrerrlents 1. Mark She Boundaries Purpose Mark Iha a1w bounderwa ro I&I Ne henna of . ldot . pehneatingyou iIsll had rn.1 I d nea IN tlistu SA111 preserve existing vagelafion aria mll eroalan pynentlnl m In, it.. Requirements You mull phyal,ally mark the Ilmiw Uf cnnsllucilon .Y Now to comply, 8alao Mglnning wnlractlar, wlk Inc sna W.n.n. end Ili heel. ,.Merck a Inlen orange WNegbnce Floe is lean rod on arty boundary wain W rall N a docam, lakes, pond a wetland, .oleos the area iv .beady e I per Ie.:Mmg macs. bolding., e¢ 1 2. UnOt Olsturbance Area Purpose: umhnM amount or ao exlawea at one time w 'claw the ,swot 01 ermicn o, site. RequiremenR The pa MWd dand err w area is specified on des she s Wool, I-Il2atlUn tU discharge. Only N, reage IHIed on the amhoriieticn loan may be eapo.ad lIN gnan time. -salMmda.. z 1 S �i weremww rue a. MxwPwnxPnurt.rs wsxsa rre aceamwuxnenxru � 5 ary, P a. iF e� �w w «. __ raw, .w •m.a sty 'wren nwrs xer eweoweea _-SeMsmx Sin name T Construct Permanent Controls Pup_. lPr,In, t-I'used ta gmtrea fi epwdwaw, nav: a a e. rig dietitian . Preen ws nclude pemw antl wNwnrk nartratbn Ixnlns. ant marmwater ohm,. RWuvematw. It rho tow( rmpomcus• area on lour siro, or with ,n plan M tleselowi,rmaMmv m Y. must aVPlytora $I- Sww --A.,mMn-A wr Vlrlargn Po� 1 an0:.mabuct permanent stormwawr treatment pras'usv Un par OP. These prxt'ces must M m;lelbW .,I'. the nmt axle' olany lmpe vmm,uda.aa How to comply ` is Var Wont Storm"-Rueam xnd Ielbw IMyeaur•enwnw in Ise w-IMSmmwler Man.igmart Manual. 1 tin Slum,walnr Mnnegamunt Manual is ewPerle ac www vMure qualrtymglNormwata.ntm w uM arena ,oxen wwxe.0 wnlNwwA, Pan xPkP walpRnlm rum aX retMr 10. Stabillze Soh at Flnal Grade PanPose' Subanngmatieswxrseenantimulch P, w n Whan rt raaceea Tarty .drew Me nr g gad event emwtm wh11e construction wMinuas. wq m Pr R,aremoher WIN, 48 hours d final eadin&tore expo .dil st by seeded and mule tied or wvw I a arnalon c t rtrol - rig. 61d . ��nur. - serer. vorwem. even tin .m mmw,r wines.'« anti, w• Nef1re ruwa m Conan rn .manmr ionic24 How b comply Bring ore site or snc A IPWW. to hnalgw. as m-.ab alien wnYmMbn acdnpleled. inns win reduce a ne,a Ira eadaion 1 tit ant erosion N a Slime sonVUl meavaa antl will reduce rM awl aiature.n a" For sadding antl mulching rows. bl'M the sDer:Xrcnti under Pule 8,"Stabilizing Ex Wdl Suil'. S. Dberl Upland Runoff Pu Opiw­islon arms nwmWt runnh t,pm abOsw me aVUMion,de ones Me nerourm mega ddlleleo. Tnw presents `Clean' wear Promeco bming muddlaP With 3011 tram IM1e wnafruslUn bile. Requfrement9 It from upsluaa aria. endp.rshe WWAtheroeenfi condn1.apu Na 1 a db Wm Senn bean dkwrb'ng,M son 1 yes Dlan to nave one or more,cres or soi exPnaed at an, one ems Iw aft road.). a Avamee swpe 0 PM drnt-area Ia sine or Neepe.• A S. Stabilize Exposed Soil Puryase. Seedngane mulchrig epPNing emslon c P1 ma[ung aria hpmeasang ere el mNnoda ro serrlrze �,posed ail. Mulcllx, and mNtl.9 pl.- Ne Wort urfez whit. go. seMarl,nlr g. Regw arnents: All ­W, Ill tl.urban- ..It Mve -fin, or stab.1unabn wain 7. 14, or 21 days of Imlral �_meow, w Met,tl rn ton project euthaaeh- A- sBrine, arty, swrbnnca In Isee'en P,-M 1II1IWd Id the antl d each dark day. II g pl l'I St b'I 2,011 1 P.t W INI If - l kale continue h ero ,R he Rd24n a I,.r. woo • SteMr2eb,n b n PIfulled N. wit 1. , r 1occurring rn Se-ntaln,a--rd un O.W. rm...O wa. tl.Pt m 2 Mt or greawr le.e sou„ roU.-I exwrolbn. utrlM trencnnal All Brans .1111 Innt haze wrmarwnt NabllW WdPIn 18 noureMfa.rIng hnsl gran.(Se. page 331. 32. Dewatering Activities Purpose e, Dumped ban deWddr n,..d,es so onto rtrs clear wren hewn, the wnsl,u she. Requlreme,% W­ fmm dews r-ac et new, It u1 a Iha wxsbuction silo moat bxtdaw, waver must tint M pumped tits Mnrm wwars (ekes or wllands ,oleo Ne doter ,clear. Haw b. plY- Usngaoc ra dr,­ fifta, b as dwA­ ,nlrd reds a«ay irom an Pe ed sadn.m won ante le d parverl f wbifur thx area W.1xd end mulch RECEIVED AUG 2 8 2u_-] City of So. Burlington lbw to camply: Ran ahead and Ph.. ins wnsiraw act vhws PI re NN no moro an the permided acroagn'n dad. WI one do.. M Preto property -Pill. as wd-1 wan seed arts mukn a oroshn wntrol -.a I- nag. -I, ..a- ork n a fro« aeMim M the wile. one rera. usn�n he w,ne rronm�mxnu 3. Stabllber Construction Entrance Purpose: A Nab I{2tb wnsbuctbn entrance he ps moose mud from whkw whWSx ro prams Pack rig soon s PWe Rated,-. Ir NerawiilMaM swhlcieh.Nconefthe Nn,siPP sae, pu must Inawli a Nablli},tl conslrunrw entrance W.. connru.Pn Men LmN P'Mw PAma I 7nw How to Install: r am<w,unw r• �weeww A Berm.... 15fwt...w«eC Fl. 41wt a�Bum.i 2lwt D Fuw demn.8 ncnu Stye Wbpw: 2U or Miw' 1, Compattlne M,m wlfn a dRPWa.rearth-moving a 2 seed M mul.h ham' a cover .0 emswn mnml g mm,d NeN In."At. 3 st nIn,.Un hew channel w41, anal aria alma nuke oantm rr ottrig Lne the chanwlwtn4 ncn atone 1 Ne than rel nlUw'n greawr Thar 20%'. 4. Ensure In. Mrm III lb (car I.I. nab lied WO dyne Enwro tMt rare a tic s al trunlet 5. The diserabn oarn h.P ra tie n r a r pI until Ne ...read areas In, -P.." MaM112ed. See all. 391a slant calcul ra., apart IAWrrrd n10 How to comply. Prel,ta Ih., ­d'n, th9 rig the top 3 W6 ncnm of sa and rIIIIIIIIrmy 1.19 N or deb,.. W is sent M Iw,owwq eMMI W Is wiz Wpr gr ror 13I veto ties. �anl 1t xw. Awl - erra� eb lea M zNee sYYYwbs n nr•a� a,ry e.i � __� xyLts q1.x 15-1 nf.w.vw. t'I.'.`.`.n'r :; aamyaonn ai.l -awarad,srr.w f r2a txky lllkralr n�er iuMUMrsnwnn.Xan Al ,apw,a W w u<naw Srl Par .pens wr 0. uwae A.tlwrba 3. reu skvw naMwsw rrie�.•mgexym liner on xnmw sal 22. Inspect Your She Purpose: PMwm Woe rmpewUrw w ensure Nat all sediment ., ern hnctronin wl. afpn <PnaPl eorro r Iwgubr aria m,mwn,aw a p,.nbw win help m 'claw c.an and ,'stem water yueuN. R.qulrements: haPen Iha siw al least Una IPPY7 Jaya and and avert 'Mall d[Nnlrw,IM'nad'ecM1arge from eit- the Pe 'owner cab enure tnlpncamv are 't Bm Ne aPeunwt one ounined n Nis a�dbpok e ..,w uwam.ww. m svgrleaa.ry..oe. wrw r a s, wM,wy Ww I�X wa uerms.IMrlan arnrn M'nm awmww,�hraaannawvnn w vvklw,anuw Pmw�rl Doty r i-d D,x 4,thn Checked Design SON Erosion Control Details Drown sw" Checked Scale dI SUmmerfie/d Dote AdY 7 2009 Project 09143 1404 Hinesburo Rood So. Burlim iYR6BS & LANSYNC Consulting Engineers, ineers, /tic. ' -• 164 Alain Street, Colchester, Vermont 05446 ^. _ rP.4i1 De end -1 snow np e o Wd \ \ a hs/axed o! (he he end of ra,N maw. /,N \ \ man of gore rd lux New Oul/el length of B•lope, an✓re 3 1 .E d thrust,block. Seeee De LbloJ - _ \ rap Hws' _ "e [onhor/o+ snot aaowra o Eagme« and C.q o/ Sp..rn 'few e e pn ;n me presence o/ meo o` A 1 ]O'rscrplpn porn '•*h "y�[�� ro. j591 Br ,ngloa - to wo 9 1 I IpeNnen/ /ns \ = l'11 - _ _ mannoAe f daf«mwie /ne tho f • bw+erl of /ne city o/ o \ - - dy silty lac /^o2'PiQ aYptn O/ `• S.W. Bur/:rq/w `.. NorY M — N It Rkn JQ,.J4 ,� ' — 1. I /�-( __ 1, I , = �,Y/ol ar�� / I I I I I I` . sraoI,l6o,'- 9' it d ,.a an Yss st \ b .� I 50 I lo• wrd,.yepuw I I"' I � � � = � � � i y� �� - � � # u b. w/ Jis,� � � `� Lau ea M J S �.. q... -'i--"- �. 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I ter- ...� . - . • __' In � / � sfwm �' Q \ I/ T -t }p - - - -�-� r N w -•r" .Wr saver /.a.:, s9/es - 0 \ M-1-mo 9 � I ion o/ b/h wpe/IwalN Net ,5'... � 1 � d _ _ vac- I— - - - _ - � Nor CB 6 / I/alaE `� _� .✓ $ \ R:n JIM 75 � R \\ \ Oe obondonM. cdn,./ - � � w M«q eeh ry 11 ! - �hv S9l 13 � Rim IDI OS I eMeM •� ff(( I lol I rov h / rov ud J95g -i- MR sw✓fN :- ao I 1 • \\ /C J92 / I' pa — ' I New s4eN - Her s' D/ lynx New vs�N�qWeeed w Nee Ird ,� lf- ; I \. \ \, w\pnYgl�•ann�Y •F / . �'f CAsrbq Po pontbq sbr//oryi r�l - I I RLn W. # V A hbn IM nwo4iM J976 I t J9sJe I I I roe 1p J91 / I \ 'A F - --F -4- \ I ,1 , \ l\ fit\` swr:e fwtc /s I New I•e /(fprd rot cC-a;'xl new wow \ """"""���`. !• , Lo(% roper' ere , sasaa I I I A e 9} \ fa existmg _ \ ^ /o er«gr roc l�.ir6 B \M I I I \ nap xe ham %1 ei piI i foe fM O fhq,''�eN and L�7y a/ r--SwrABwrgfo, ro I I for B '� I 1 South Bur g at/ a me pp , - 1 ,o's:a..oa one R I \ _ /m Ion a Amon. p,d p I I ronncroe am oenr I I dWh of !ns a &,D q �+` � Inc .-IN / my •{ car o, sw/n Avr s• Pic lo• c;/, ton. I rourebfbw dab '� XS �i I III a' (fxs d bfsf. - �' II Serbocx � 1 y�� �y}'yT� III 10 edemanf Iva M. bMeci o/ f/w cfry f o Mr Io1.Yl Souln Bur/eglon ExbNng 9wtro4y-y- C/desmaebw4orny 07w/rn �' / - _ ` � .��• - - _ - � Ex,:/:,y rrwarNmar � I t I ' CyP - - � �tt'�• _ - _ x&fm9 � n I I I I 1 ro. Iax, i %, } t,a► ' '� ' R E C E I V E Approx. Property Line Al. T.S w— The lo//owmq restrictions rgip/y to the —— W-- EWSM9 Nb/x LRrs/vote rolrr MN •n, Power pole AUG 2 8 23 Exstig Gas Lfne portion of Lot B which dreludes e _wr— — $+IN— Proposed wH/er LAie/go/e ro/rr rz wellond and ossocioled buffer: — D— o Survey Contra/ Point ny�-yr o. Na mowing. Brush hagginq shill Os p«m/f/ee M .r�o Existing hyd on! no m«v row tore. lane: p« ye«. — G ►F G New Gas LxM b. No u,. os rr�Mand rown « recrepti.ond e—Nollss Proposed h�Onl Cil1� . BuiiingtOn pace. No ploy sfrvctures shill be p«mitr«r. A / Exisav tree /Are iii e shill by permtdad oily /o the axleol it 1. E/evalions ore based on on NA pV BB datum, o Concrete monument .W—t. . one non-pseode, «ao -s— — —S-6- Exislin Sewer LAre mor o&- c. Na / psrtciws the werore o- 7 The location o/ underground utilities is not worronled to 9 / O Iron pipe rs//and bull . be exact or comptole. Contact D/C SAFE prior to any Proposed Sewer (/ne/mor/ro/e - oole raised Osscrmfion Cnecxed Date Drainage —ter— FA*079 e/ecfr/ed/tegpohone Design sw*/__._ _ 337.5 Finish grade spot a/evat%an Site Plan Alternate 1 1 This plan is in no way o boundary survey. —feF- —E!/— New electricd/telephone Sign Drawn MRA/SPW 4. House and driwwoy locations and lot grading plans ore _-5�- —sr--[ Existing Storm LA+e/colon boson Checked so' 60' l7D' led, shown for Aluslrofiw purposes. Exact act locations o/ houses Proposed Storm Llne%oteh bosh O Light post Scale and d ivewoys may vary 1 e 30� ExlsfAlg Contour Date Aug X 2009 L/rl')/77er �e/d 5 Refer to Electric Plan by Creep Mountain Power for complete details o/ electric installation. _ - _ - 338 ' Proposed contour Project 09/43 1 1404 Hinesburg Rood Sat for f/ermonl Exafng !cote BAR SCALE T' - w' M — Praposad tooting ofae IMAMS & LANSING Consulting Engineers, Inc For Permit Review C2-,a/ w Apposed unabrdraA/ t64 Main Street, Colchester, Vermont 05446 ..r�..In..... 1 I�I .il t'0 0» o \ sloixo ma of m end o/ Inwf« n, Iuot gale . MN New amamangM I o/ B" D. / p4l pPa. S/ru wa2elt Sae Dwelt C-Poclo, ano/ er 1, o /er/ I -Now Cne Cngmern-a Glycol SavMIJ- ¢3 a\ R 1 Ta' recrro/ion Poln •T /nv. J991 rbn/t'gf- P'kN /o ordwtrg 1 roewnrol one _ _ monnob fo de/ermM /he th ocf I I 0erreh7 or /he li/Y o/ ''' - - _ _ - - _ - \ _b /PCPIiPA P/O Okp(/I of SpuM.dvr/:'g/on. \ / 1 _ 39t- �97 _ _ - N w rT ....�'�.. Run M1..3I axb! su+Ra see« s r M. J72.J1 /_-:-_ �iI � • I I � I I / I � 11 1 � � II QNMI4e I� � I I I �I �� �� \ �. S � r�� �� / / 3 ADnCle4o. 1- -1 Lot 3 I I ''m:;//°Ml�yt•1QL f 1 I 1 I I I Ne»[n0I� /u• I ` / �-- 1 I � � I� "' i� I I e�"'"9/oa � 1 I I i I {' � = � � �� � .sCr� � s•aafs % �tw sxi �t L i I Lau L°/ 2lb 1 I I _— L _ - /( 70J I- / w SIe J Conlrocla ahaN roavC+ole \\ r nth �I-lNw > � rl/ �u t 5 by eNI JPfliJa \ r theoW Owa«. Realore w cggorl +oi«11.1 / \ esfueev aeoa /o astrd 1 F°' I Is-liv�fi• .'"i / / fie 5_ ls2 00 ofa�/ \ \�- oonal;�n .kw «l _ J I ` J / / / / 0 /b. /e J" / mr'onl /or New I' PK QW e. w» a e-- I PPtt jj — .of 5o.1h rot. weR Ip' CnY S3 ae hK . elesa / ' -'goon ono >pf/a ., . sxrwc 1 5 min f Ia B 1 ... ph J9f. BB � / I ' S APP xanol Avw /3' I /p _ L_._ w... i pe•/- nyw b / J9t yJL to �I I -(f __ - - - -w N - _ c- o✓a n eae_7400 avers eil/ 5 S�%e73 l ° \ \ M w. ' '. e. A. 7 ° i70I J+Oa h'N 10/. a5 I erefba ; S O .'Wae\I aFr__ I / 1 � \ iwr xNwe/ . I - � - �---- v ov A a PK a n A. 7a Erisling Bupdirg V I RPhl New, B' QC « b1 I -- �- Cwen.cY 'Hw �� y I - _ • — » e h II y 4i00 /rkY .NIJW Sec/kn. I I ; Y'1 J93 \r-" \ \� r1 Ndn M naunv 1 5926 N �I �..._..._ �` Q \ fNb1t+9 F. portu'g Punts d"liv neon! I— �•f9tS — b NJ NjBCa»e - � / I TT y \� JYIo 1 ft. 1'4 c iaelw K G W ,J _ Q 3 /X/ I L9Aor M/a � f/ � IOI.9I I C • New J%1' R.. ''-_�.._ _ 1 ,.'-'_ 117 (I All, caM'.L•l new m/er Lot 7 cqP war« I I ,9aaa % I I .; I I I R s 9A %� -ol«e fn e..,/,ng - _ to I I a«.rce l/xoka' f \ apace huv \ / rcy w � --Con/roc 'w Lf I Its nav !h• e c � I e �i'"I South Bur/ingfon s I _So'rb w a glolY�o/ I I I lo' es I LO 6 11 I \\ ar/rym me / —1 c sve.l bco/%a'. p'e f I I �I polo o/ the axhing u Rn /of ad Is1 of sawn 1 Alrr s• Plc' = � — — — -- I I i i 1 L se D �To --IA. pots _ 1 u/N/IY sosemen/l Its Dean o/Co9. rot t Its I f \ enY o/ the C%y W. IO2.7I I I x'iM Buriu'9lon E :! 9 Mb1/oiW-1 corny oAr. y -.Y T-- - - Erlsling lro-f mar ��--f-- — — —�— _ — : —_� Tao I 1 1 b.1�I I .� I IE'CEIVED I �, _ a --------- � --- — — Location AAaR Approx Prppafy LMe The lo//owm restrictions / to the - w---- — - �`- Existing Mbler Line/gale w/ro ��(± Q o 9 apply —W— — -W-- Proposed Nbler Line/gate role Power po% u 8 09 porlion of Lot 8 which i//cludes the - - we!/aid and associated bullar C— �Q G Survey Contra/ Point o. No mowing 8rueh hogging aho// ee o-Woo' w Ex}lmg C:oS Lk'* Existing hyD on! s than three /unsa P a rx — G G c e�No uae oa bW7bnd /own rrofand a Notes New Gas Line Proposed hydrant City of So,. Burlington oo,wncee Z O. so-nMed a' o Ift W -t 4 / 1 Elevations are based on on NAW 88 dolum, Exd'ling Iras lone o Concrete monument dwi-les the non-Nsewofa prop -s— — —Sys EWSM1 Sewer Line manhole ion pipe . No use of plNlieiWs wm the "Mond a 1 The location of underground utilities is not warranted !o g / weuono pull . gr - be expel or comp/ete. Con/act DIG SAFE prior to any -� Proposed Sewer LMe/monho/e - Drainage 1/ow Do/e rewaw bescr'prion Cnectse excavation. Exis/iig e/eclnco//Ie/ephone i Desn SWt/ - SJraS Fhish grade spot e/erolipn 9 Site Plan Alternate 2 J. This plan is in no way a boundary survey. —1'& — —Err— New elect'kd/le/ephone Drawn MRA/SPW 5'gn —Sz—SF--O-- Existing Storm Line%otch bosrI 4. House and driveway loco/ions and lot grading plans ae p Light pas/ Checketl Jo' so' ITa' IBO' shown for i/lus/rolire purposes. Exact locations of houses ®ST �ST� Proposed Storm Lme%olch bosh? Scale /• = JG• �U��erfie/d and driveways moy vary -� 1� �1— Exislmg Contour Dote Aug. 24 2WY 5. Reler to E/ec(ric P/on by Creen Mountain Power /oi Proposed Cgnlour complete details of electric installation. - - _ _ - 338 ' Pro'ect 091I1 7104 Hinesburg Road So. BuNb E isGng /ence BAR SCALE /• = 30' a — Proposed looting &Oh7 KREBS & LANS/NG Consulting Engineers, Inc. "— ' m - Proposed unOW(*oin For Permit Review Y64Main Street, Colchester, Vermont 05446 .... ne..rn C2—A2 .,.VERMOi-v i State of Vermont AGENCY OF NATURAL RESO URCES Department of Environmental Conservation April 22, 2010 Scott Homsted, P.E. Krebs & Lansing Consulting Engineers, hlc 164 Main Street, Suite #201 Colchester, VT 05446 Wastewater Management Division 111 West Street Essex Junction, VT 05452 Subject: Case #WW-4-3342 - Boundary Line Adjustment for Summerfield Residential Subdivision located off Hinesburg Road in the City of South Burlington, Vermont. Dear Scott: I reviewed the information you submitted for a proposed boundary line adjustment involving the above subject properties. The information presented includes a plan identified as Project 09143 Sheet C-1 "Final Plat Summerfield" dated June 24, 2009 last revised April 19, 2010. Each lot approved by Permit #WW-4-3342 is to be developed with one single family residence connecting to municipal water and wastewater treatment systems. This office has determined that this minor boundary line adjustment would result in a negligible effect on the potable water supply and wastewater disposal systems serving the residences on each lot. Therefore the boundary line adjustment qualifies for the exemption stated by the Wastewater System and Potable Water Supply Rules, Section 1-304(a)(11). A copy of the final plan identifying the boundary line adjustment and a copy of this letter must be filed in the City of South Burlington land records. This letter does not relieve the landowner(s) from obtaining all other applicable state or local approvals. Please contact me if you have any questions. Sincerely, jz� Ernest Christianson Regional Engineer City of South Burlington Estate of Robert Furlong KREBS & LANSING Consulting Engineers, 1-ne. 164 Mkif, Suu:i, Stifti, 201 Telephone (802) 878-03 ) 75 Colch6ster, VT 05446 Fax (802)878-961 8 ru Bill Szymanski Wite. October 21, 2009 X31 : Ne Surn merfief-U-1 — #SD-o-,,3--42 3 (1404 Hiinasburg Road) Wildflower thrive Opinioll cq Costs for Subdivision LotterT Credit Please find'below our Opinion of Construction Costs for the approved City Road, OWifflovver Drive, at thr, Summierfield Residential Subdivision. Quantities were calculated based on work Witilirt the City right of way shown on the approved plan set. Item Qtjantitv Unit Cost Total Cost Road/Parking 30" 704.05 Crushed Gravel (qyj -- 2000 24M 48,000.00 4" Pavement _(tons) 520 75,00 39,000,00 6" 703.03 Sand 400 10.00 4,000.00 Ground Stabilization Fabric (SY) 2400 1.00 2,400.00 Cut Excavation (GY) 1600 __ 4-60 7,200-00 Remove Excess Cut (CY) 600 12-50 7,500.00 Underdr—pin (LF) 2070 14.00 28,980.00 Porous Asphalt Sidewalk (SF) 3750 10.00 37,500.00 Storm HDPE Pi (LF) 735 24 17640 CBs/Mhs 6 2400 14400 Footing drain (LF) 240 12 2880 End Sections 13 200 2600 Pond Excevat10E_(gY)____j 800 7.5 6000 Bill Szymanski October 21, 2009 Page Two . .. .................. . ............... Water 0,1,(LF) 700 35 24500 LF 350 16 6260 Tap -& Valve 1 4000 4000 Gate Valves 2 1000 2000 Hydt&fttiastenbty 2 T 2'900 5800 Thrust blocks 4 76 300 Water shutoffs 9 150 1350 Sanitary -'E250 8" PVC SDR 35 (LF)_ 930 25 4" PVC WR 35 (LF) Mfrs 400 6 16 2500 6400 Ism Electric Conduit (LF) 560 10 5600 Transformer 2 1000 2000 Gas Line (LF) ... .............. ..92p 5 4600 Other Erosion Gont (1-8) 1 1 7500 7600 Clear & Grub 1.5 7500 11250 Rough GradincEa4r-Te 1.5 2000 3OW Final Shapi-fig (I-S) 5000 $344,900.00 The tin it costs shown are representative of pricing that we have seen on recent projects in the Chittend-enCounty area. Please contact its at your earliest convenience with any questions or coninicrits you may have. Submitted by, Acknowtodged by, Scott Homsted, P r. City Engineer SWlI CC: Cathy O'Brien Patrick O'Brien 091-43Nbr to umnski2 ��- KREBS & LANSINC ��_ c/��� u ('onsuNoF,EJI�,.incco. |oc. |64Main Street, Suit:ZU| Tv>cphmxc(802)878-0]75 Colchester, VT_j446 Fax(X02)87X-96\8 To: Bill Szymanski Date: October 21.2OO9 Re: Gummnedie|d —#8[}-OQ-33 (1404 Hinesburg Road) Wildflower Drive Opinion of Construction Costs for Subdivision Letter ofCredit Agreement Please find belmxout- DpnkmofConaIuoriOoCosts for the approved City Ruud,—� wer Drhe.u1the SummofiddRcaidenhu|Subdivision. Ouun1hiryvc�cu|c 'u�d '-" work — .within the City ri-lit of way shov,'n oil the approved plan set. Item QuantitV Unit Cost Total Cost 4" Pavement (tons) 520 Ground Stabilization Fabric Porous Asphalt Sidewalk SF41 3750 37,500.00 Storm /�sv@l.��� Bill Szymanski October 21. 2009 Page Two . —`---- ---- -- --------- — Water — — _ 8" D.I. LF 700 35 24500 3/4" k copper (LF) 350 15 —_ 5250 Tap & Valve _....... 1 4000 _ 4000 Gate Valves 2 _ 1000 2000 — Hydrant assembiY _ u 2 _ 2900 — 5800 -- _ Thrust blocks — 4 _ 75 300 Water shutoffs — — 9 -----_—__ _ 150 ---_----- _ 1350 —Sanitary —_ _ _ -- 8" PVC SDR 35 (LF) — 930 25 23250 4" PVC SDR 35 (LF) — 400 — 16 _ _ 6400 _ --_ Mhs — 6— __ 2500_ _ 15000 -- --- _ Electric------ _— Conduit LF _ 560 10 5600 _ Transformer 2 2000 ---------------------- Gas —_ Line LF _— _ ----------------- 920 —1000 ------------- 5 ------------ 4600 Other---------- --- -- —.— _ Erosion Control (LS) _ _ 1 7500 7500 — Clear & Grub acres _ _ 1.5 _ 7500 _ 11250 ___Rough Grading (acre) _ -- 1.5 2000__ Final Shaping (LS) 1 _ 5000 5000 $344,900.00 The unit costs shoes are representative of pricing that we have seen on recent projects in the Chittenden County area. Please contact us at your earliest convenience \\ ith any questions or comments you may have. Submitted by. Acknowledged by. Scott Homsted, P.E. City Envinecr Swh !� !C � See d-)d A CC: Cathy O'Brien Patrick O'Brien 09I43iv to SZRnNn kit Af G�/ACf ��� �� apC/ .1 +0o . V IJR.1 O V 1 State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Wastewater Management Division [fax] 802-879-3871 Essex Regional Office in West Street Essex Junction, VT 05452-4695 www.septic.vt.gov January 26, 2010 Buckthorn Group 839 Oak Hill Road Williston VT 05495 RE: WW-4-3342-1, Summerfield Residential Subdivision amend WW-4-3342 to add a one bedroom accessory apartment to existing single family residence on Lot #9 on Hinesburg Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on January 26, 2olo, including a fee of $105.00 paid by check #23172 & 23183. Under the performance standards for this program, we have a maximum of 3o days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted. information. This email should reference both the eDEC number and the WW number for the project. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Scott Homsted/ Krebs & Lansing Consulting Engineers, Inc. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury C I Poles Interested Persons Record and Service List southh int . V E R M0 NT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: 0c7-(N PLEASE PRINT CLEARLY! NAME MAII_Mr Annpr:cc nnr% fr -- .. -- ----• -- - •----• ��—�+�+ rrwJGl.. f Vr IIV I CKt,S I &e �4Q�1 z1440 r- c� 7C'L� Sfi 1Z afir�G U U .S-UU O�4C�j ads h Cam( Yl fivr✓1 ®U PB 'te, �ta� ��. ly05 5-YOe 6V r-j ➢�j •....-ram Interested Pers onS Record and Service List southu:.o VEF-_F�(�pq '- Under the 2004-revi administratsions to Chapter 117, the Development Review Board (DRB) has certain ive obligations with respect to interested opportunity for each person wishing to achieve interested At an compliance with the applicableY hearing, there must bean of the name, address nrti criteria. 24 V.S q Person status to demonstrate 24 V.S. participation of each § 4461(b). The DRB must keep A § 4461(b)....A co y person who has sought interested persotnstatus. person or body copy of an decision rendered by the DRB must be mailed to ever Y appearing and having been heard by the DRB. receipt of notice of an appeal to the environmental court, the DRB Y persons to the a 24 V.S.A. § 4461(b)(3)• Upon appellant in five working days. 24 V.S. must supply a list of interested HEARING DATE: PLEASEPRINT CLEARLY. NAME �� F UT CAI le, r- IT i i J�tI.ne- MAILING ADDRESS F7 - sB ,'j / �t)ac& /)rl J L5-- ()'�j Ie /)�-' AW P �o rr at-n r ' 7 144,1 6 o 15 V � PROJECT OF INTEREST F /Z2c�'— e, dim" 4 leg 0 Ams Interested Persons Record end Service Llst sottth.°..to 'JENM0 T .._ Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there m opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. must be an of the name, address and participation of each person who has sought interested person § 4461(b). The DRB must keep a written record 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to person or body a P on status. Y appearing and having been heard by the DRB. 24 every receipt of notice of an appeal to the environmental court, the DRB must V.S.A.. § 446a(bst of interested persons to the appellant in five working days. 24 V.S.A. HEARING DATE: o C r, 6 /-�— PLEASE PRINT CLEARLY! NAME 61k -TQ Y -d0� i's Mt�o MAILING ADDRESS S� r3 16 rs ►N C4 S 7-- C,r0��� ay o'7Q� �Ye�oe�j V0VA C 120j 612 PROJECT OF INTEREST L V^VL FFa G NOUN Interested Persons Record and Service List southburfinton VEfl At, 0 NT Under the-2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation- of each person who has sought interested person status. 24 V.S.A. - § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME MAIL Imn AnnDr:ee nn� vri+-r Y 1 � - -- - •----��•-��+ Fio a l- rrwJC41 OF N 1 tKt51 r � U`-' 1 " 2-4 HCO,64-T Z,4" 501 CO4,G Gr��11--zI)A IA F "a4, � �q lepr Fr-rrc l l ' Ow1 LOT. Interested Persons Record and Service List southj. .Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certa" administrative obligations with respect to. interested persons. At any hearing,there, opportunity for each person wishing to achieve interested person status to demonstrate m compliance with the applicable criteria. 24 V.S.A. must be an of the name; address and participation of each person who has sought interested person state 4461(b). The DRB must keep a written record 24 V.S.A. § 4461(b). A COPY of any decision rendered by the DRB must be mailed to ever person or bodya s. appearing and having been heard by the DRB. 24 V.S.A. y receipt of notice of an appeal to the environmental court, the DRB must supply Ibst of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). d HEARING DATE: PLEASE PRINT CLEARLY1 NAME MAILING ADDRESS �� � ��AC k0f) 640'4sl' Wt IC144- a,r o_,L L«---1� 0V ?-1 va�-hi^;vr-- D-3 vale - Dr, Z/$ rojdo-a5 De, r4— ��✓b� �c� �S�C 6'm I t-b f444 Lt'AJ47VJ � Vet 1 " �a PROJECT OF INTEREST �S -09-q2- FA c r -ett R ull�ic'�- Interested Persons Record and Service List svuithhu:.g `iFHh`:Ok; - Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S:A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person whohas sought interested person status. 24-V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every. person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon - receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: 10 - 6 0 4 PLEASE PRINT CLEARLY. NAME AlOW L rCOLL/.9115 10--. . a e� ft-,V t-f R a tl, MAILING ADDRESS 21T U0'&�Vd by- 0 PROJECT OF INTEREST 71 r�,a 1 qO 2 `5oe.c (- 6,H �Farrr--, V ,-do ZI L Arc J,,xJ M ejo, / ?tkr Mews Ir a r IntereVsted Persons Record and Se rvice List southhurlington VE N b:.O NT U; jder the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: &? C PLEASE PRINT CLEARLY! NAME lA -TOW4ej El (fl4- P+ /A0111t C� I ("I L) -1 -mNy 104 —19 S c-a-/-T tkm9;0 tiJa�s MAILING ADDRESS �► Al tacW oed ctyiV-6 35 PNN��, �)? Rl ), eC(c Dr. `� I CL l tpHA-;� �T yrC; Quw,3 LA- ovje2) PROJECT OF INTEREST F�(xfL k( I � tx f C-7� C��`�� A _ .Txk-,,sue ,NERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-3342-1 Landowner: Buckthorn Group 839 Oak Hill Road Williston VT 05495 PIN: EJo9-0254 !1-,is permit affect:; property identified as Town Tax Parcel ID # South Burlington: o86o-o1404 and referenced in :feeds recorded in Book 91 Page 447 of the Land Records in South Burlington, Vermont, This project, consisting of amending Permit #WW-4-3342 to add a one bedroom accessory apartment to existing five bedroom single family residence on Lot #9 served by municipal water and wastewater services, loc , ,t:J on �Tinesburg Road in South Burlington,, Vermont, is hereby approved under tl e regnirementQ of tie eye { .:;s na:tned abu F subject co the following conditions. 1. GENERAL 1.1 The project shall be completed as shown on the application, plans and/or documents prepared by Scoti Homsted, P.E. for Krebs & Lansing Consulting Engineers, Inc., with the stamped plans listed as follows: 1.2 1.4 Sheet Number Title Plan Date Site Plan 10/19/2009 he project shall not deviate from the stamped plans in a manner that would h;,,.nge or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. This rercnit does not relieve the landowner from obtainir7. all other app� -,va1�--,iid peri-lits as may be requires: from the Act. 25o District ; c=. ironmental , m, .z ion, the Del i i knL ; Publr. ,.>,.x';"esy, .Div-isi of Fire Safety— telephone (802) 879-230o, and local officials rp for to proceeding with this project. The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all ass.,gns and successors in interest. The landowner shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.5 each prospective purchaser of the lot shall be shown copies of the Wastewater S,9rstem And Potable Water Supply Permit and the stamped plans prior to conveyance of the lot. 1.6 By acceptance of this permit, the landowner agrees to allovv representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 1.7i1 issuing this permit, the Division has relied upon the licensed designer's certification. that the design - related information submitted was true and correct, and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. This permit may be revoked if it is determined that the project does not comply with these Rules. Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable W u )- Supply Permit WW-4-3342-1 Page 2 of 2 1.8 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 This project is approved for connection to the South Burlington municipal water system as depicted on the stamped plans. The project is approved for a maximum of 675 gallons of water per day. No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management Division. i.WASTEWATER DISPOSAL 3.1 This project is approved for connection to the South Burlington municipal wastewater treatment facility as depicted on the stamped plans. The project is approved for a maximum of 350 gallons of wastewater per day. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. 3.2 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval and does not request that the Secretary remove the sewage allocation for this project from the list of committed reserve. O7ce the project is removed from the list of committed reserve capacity, a new permit must be issue (I for the project. An updated application form and an application fee will be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Justin G. Johnson, Commissioner Department of Environmental Conservation By Ernest Christianson, Regional Engineer Dated February 8, 2010 cc: South Burlington Planning Commission Krebs & Lansing Consulting Engineers, Inc. Department of Public Safety, Division of Fire Safety 022352 Va ills PGM 14 WARRANTY DEED KNOW ALL PERSONS BY THESE PRESENTS, that Buckthorn Group, LLC, a Vermont Limited Liability Company with its principal place of business located in the Town Williston, County of Chittenden, State of Vermont (the "Grantor" herein) in consideration of One Dollar, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, to them paid by the CITY OF SOUTH BURLINGTON, a Vermont municipal corporation situate in Chittenden County, State of Vermont, (the "Grantee" herein), hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, all right, title and interest in a certain piece of land with improvements thereon in the City of South Burlington, County of Chittenden, State of Vermont, described as follows: Being a parcel of land comprised of 0.93 acres, more or less, lying easterly of Hinesburg Road in the City of South Burlington and which parcel is depicted and labeled as "Wildflower Drive" on a plat entitled "Final Plat, Sumerfield, 1404 Hinesburg Road," dated June 24, 2009, last revised dated October 16, 2009 and prepared by Krebs & Lansing Consulting Engineers, Inc. (the "Plat" herein). Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Claire F. Lewis, Executrix of the Estate of Robert J. Furlong, dated November 6, 2009, of record in Volume pages"' of the City of South Burlington Land Records. Reference may be had to the above -mentioned deeds and their records and to all prior deeds and their records in further aid of the description of the lands of which the lands herein conveyed comprise a part. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the said Grantee, the City of South Burlington and its successors and assigns, to its own use and behoof forever, and Buckthorn Group, LLC for itself, its successors and assigns, does covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents Buckthorn Group, LLC is the sole owner of the premises, and has good right and title to convey in manner aforesaid, that it is free from every encumbrance except as aforesaid, and does freely engage to warrant and defend the same against all lawful claims whatsoever, except as aforesaid. In witness whereof, Grantor sets its hand this 4 %day of November , 20 U C:IT''a'' CLERK'S OFFICE Received Nov 1*r 012 02:20P Recorded in VOL: 1118 PG • OF So. Burlington Lend Records ttk St Donna Kinville t:#ty ClerkBuckthorn Group, LLC 00i 122352 V: ilia PG: 148 John R. (V�,'Brien, Member and Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS. AtS �s�il r��g1'o�, Vermont, this 4 day of November, A.D. 204�, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before Me: Notary Public DAVID H. CASIER NOTARY PUBLIC STATE OF VERMONT My Commission Expire February 10, 20 / Vermont Propertg Transfer Tax 32 .S.A- Chrap 231 RETURN REC'D-TAX PAID BOARD OF HEALTH CERT. RECID. Vrr LAND USE & DEVELOPMENT PLANS ACT. CERT. REC:'P Return N}o- _____.____________________ Donne Kinville C-itq Clerk; "gate Nov 11�r2012 } T-Y CLERK - S OFFICE ived Nov 1✓r izi2 02- . Recorded in VDL= 1118 PG: 14? f�/ OF So, 2-urlinaton Land Records Attest- -SIDEWALK EASEMENT DEED Donne Kin+:iIle Leta Clerk KNOW ALL PERSONS BY THESE PRESENTS, that Buckthorns, LLC,a Vermont with a principal lace of business in Wil�on, County of Chittenden Limited Liability Company, p p p and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to be paid to them by the CITY OF SOUTH BURLINGTON, a municipality located in Chittenden County, State of Vermont, Grantee, hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right-of-way for all purposes, including but not limited to, construction and maintenance of a sidewalk or sidewalks, , all of the foregoing improvements to be dedicated and devoted to the use and benefit of the general public, over, on and through property of the Grantor located in the City of South Burlington, County of Chittenden and State of Vermont, and more particularly described as follows: A ten -foot sidewalk and landscape easement for benefit of the City of South Burlington. Said easements extends from the western boundary of the property of the grantor, along and within the northern boundaries of lots five, six, seven eight and nine to the northern boundary of the property of the grantor as set out on a final subdivision plat entitled: Summerfield, dated June 24, 2009, last revised October 16, 2009, by Ian A. Jewkes, Licensed Land Surveyor #639, Krebs and Lansing Consulting Engineers and recorded in Map Slide of the City of South Burlington Land Records (collectively, the "Plat") for subdivision of land in South Burlington. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said, sidewalk including the right to install, maintain, repair and replace public utility lines, structures, culverts, cuts, curbs and ramps, at its sole cost, expense and risk. By its recording of this Easement Deed, Grantee agrees, for itself and its successors and assigns, that any premises of Grantors lying outside the scope of the easement and right- of-way disturbed or affected by Grantee's exercise of the rights granted it hereunder shall be restored to their condition prior to such entry at Grantee's own cost and within a reasonable time, and acknowledges that it will indemnify and hold the Grantors harmless, to the full limits of liability insurance that Grantee customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantors. Grantee, by the recording of this Easement Deed, acknowledges that this easement has been donated to the City of South Burlington, at no cost to the City, with the intent that Grantors shall receive the full benefit and protection of 19 V.S.A. Section 2309. For purposes of construction, a temporary easement and right-of-way extending five (5) feet from the sidelines of the entire length of said permanent easement and right-of-way is hereby granted. Said temporary easement and right-of-way shall expire once construction and installation of the public improvements is completed. Grantor acknowledges that the construction and maintenance of improvements necessary to provide access to Grantor's property shall not be inconsistent with the use of this easement by the Grantee. Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Claire F. Lewis, Executrix of the Estate of Robert J. Furlong, dated November 6, 2009, of record in Volume Tpages of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deeds and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the same as aforesaid and that Grantor, and its successors and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. In witness whereof, Grantor sets its hand this o�79 day of November, 2009. Buckthorn Group, LLC 00022354 V: 111s PG'- 151 03 Joh R. O'Brien, a member of the LLC, Wi actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At�Vermont, this," day of November, A.D. 2009, John R. O'Brien personally appe red, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buck orn roup, LLC Before Me: ' Notary PAtic C'dSc9 NOTARY PUBLIC 9TF OF V DAVID H. CASIER NOTARY PUBLIC STATE OF VERMONT My Commission Expires February 10, 20V Vermont ProaertH Transfer Tax 32 V_SbA. Choap 231 —ACKNOWLEDGEMENT— RETURN REC:'D-TAX PAID BOARD OF HEALTH CERT. REM. UT LAND USE & DEVELOPMENT PLANS ACT. CERT. REM Return No. _________________________ Donna Kinville CA9 Glart. Date Nov 13,2012 CITE CLERK'S OFFICE rl ) R r n VOL: 1118 Pt,. 15� . /5# OF co. linston Land Records Attest ee gonna. Mflville tits Clerk LANDSCAPE EASEMENT DEED 0) ,q KNOW ALL PERSONS BY THESE PRESENTS, that Buckthorn Group, ee LLC, a Vermont Limited Liability Company, with a principal place of business in Williston, Vermont, County of Chittenden and State of Vermont(the "Grantor" herein) in consideration of One Dollar, and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, to it paid by the N V) City of South Burlington a Vermont municipal corporation located M N in Chittenden County, Vermont, (the "Grantee" herein), hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, City of South Burlington and its successors and assigns forever, a perpetual easement and right-of-way for the purpose of constructing and maintaining landscaping over, on and through property in the City of South Burlington County of Chittenden and State of Vermont, described as follows: Being an easement identified as and as shown as "5' Landscape easement for the benefit of the City of South Burlington" as set out on a final subdivision plat entitled: Summerfield, dated June 24, 2009, last revised October 16, 2009, by Ian A. Jewkes, Licensed Land Surveyor #639, Krebs and Lansing Consulting Engineers and recorded in Map Slide 5q( of the City of South Burlington Land Records. Said easement extends from the western boundary of the property of the Grantor, along and within the southern boundaries of lots one, two, three and four; to the northern boundary of the property of the Grantor. Included herein are permanent easements and rights -of -way for the purpose of maintenance and replacement of trees and plants and the maintenance of grading within the easement herein 1 00022356 V: ills PG: 153 granted and or as depicted on the Plans and Drawing referenced above. Grantee agrees, for itself and its successors and assigns, that any premises of the Grantor affected by Grantee's entry pursuant to this easement shall be restored to the general condition thereof prevailing prior to such entry at Grantee's own cost and within a reasonable time, provided however that Grantee shall have no obligation or responsibility to replace, repair, reconstruct or reestablish any landscaping, structures or other improvements planted, erected or constructed within the conveyed easement areas in violation of this Agreement. Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Claire F. Lewis, Executrix of the Estate of Robert J. Furlong, dated November 6, 2009, of record in Volume 0 , pages of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. 06 Asa �022356 � V% ilia PG-- 154 In witness whereof, Grantor sets its hand this —6 day of November, 2009. Buckthorn Group, LLC John R O'Brien, a member of the LLC, A dul authorized agent of Buckthorn Group, LLC with actual authority to execute this Deed STATE OF VERMONT CHITTENDEN COUNTY, SS. At / wit%, Vermont, this 1�— day of November, A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Gr LLC Before Me: N tary Public NOTARY N PUBLIC 9T�OF VE� DAVID H. CASIER NOTARY PUBLIC STATE OF VERMONT My Commission Expires February 10, 20_U Verlcnt Prr,Perty Transfer- Tax 32 Vad,.A— Chctp 231 —ACKNOWLEDGEMENT— RETURN REC'D-TAX PAID BOARD UE HEALTH CERT. REC'U. VT LAND USE & DEVELOPMENT FLANS ACT. CERT. RECTO Return No- _ _ Donna Kinville Cits Clark____--_-____ (rate RW 13,2012 3 L0 CITY CLERK _ S OFFICE 0 f_e i ved Nov 17 r 2012 02:10F 7.4 ) r�` corded in VOL: 1118 PG: 15 -16-7 OF So. Eurlinston Land Records t"-'cttc--st m '1 Donna Kinville CL RECREATION PATH EASEMENT DEEDty Cleri; A rq KNOW ALL PERSONS BY THESE PRESENTS, that B ckthorn, C, a rq d ��j ar Vermont Limited Liability Company, with a principal ace of business in Williston, Vermont, County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to it paid by the City of South Burlington a Vermont municipal corporation located in Chittenden County, N Vermont, Grantee, hereby GIVES, GRANTS, SELLS, CONVEYS and ["a CONFIRMS unto the said Grantee, and its successors and assigns forever, a perpetual easement and right-of-way for the purpose of constructing and maintaining a recreational pathway for public use over, on and through property in the City of South Burlington County of Chittenden and State of Vermont, described as follows: A strip of land twenty feet (201) in width. Said easement extends from the northern boundary of the property of the grantor, along the western boundary of the property of the grantor and terminating at the southern boundary of the property of the grantor and depicted as "20' recreation path easement for the benefit of the City of South Burlington" on a plat entitled: "Summerfield, 1404 Hinesburg Road," dated June 24, 2009, last revised October 16, 2009, by Ian A. Jewkes, Licensed Land Surveyor #639, Krebs and Lansing Consulting Engineers and recorded in Map Slide y of the City of South Burlington Land Records (collectively, t e "Plat") for subdivision of land in South Burlington. Said easement and right-of-way shall be used by the public as a recreational and bicycle pathway subject to the condition that no motorized traffic, including, but not limited to, motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. 1 Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said recreational pathway, including all necessary bridges, culverts, cuts and ramps, at its sole cost and expense. Grantee further agrees, for itself and its successors and assigns, that any premises affected by its entry pursuant to this easement and temporary construction easement shall be restored to their condition prior to such entry at its own cost and within a reasonable time. Grantee agrees, for itself and its successors and assigns, that it will indemnify and hold the Grantor harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of said right- of-way not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the Town, at no cost to the Town, with the intent that Grantor shall receive the full benefit and protection of 19 V.S.A. Section 2309. For purposes of construction, a temporary easement and right-of- way ten feet (101) on the east side of said permanent easement and right-of-way is hereby granted. Said temporary easement and right-of-way shall expire once construction is completed and the recreational pathway is open to the public. The within Grantor, its successors and assigns, shall have the right to make use of the surface of the right-of-way and easement such as shall not be inconsistent with the use of said right-of- way, but specifically shall place no structures, landscaping or other improvements within said easement and right-of-way which shall prevent or interfere with the within Grantee's ability to use said easement and right-of-way. Grantee acknowledges that the construction and maintenance of improvements necessary to provide access to Grantor's property shall not be inconsistent with the use of this easement by the Grantee. Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Claire F. Lewis, Executrix of the Estate of Robert J. Fur on dated November 6, 2009, of record in Volume Fos-, pages �� of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. 2 00022358 } V m 111a PG-. 157 TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. In witness whereof, Grantor sets its hand this 6 day of November, 2009. Vermont FroaerU Transfer Tax 32 V>SaA_ Chctp 231 —AC-}�..h�C�WLEDGEMENT— Buckt4uly'thorized LLC RETi1RN REC'O-TAX FAIN BOARD ` Oi= HEALTH CERT. RECT. VT LAND USE & DEVELOPMENT FLANS ACT. PERT. REC T By: urn No.------------------------- rien, a member of the LTg, Aa MPA11i�Citm Cleri agent of the LLC Date Nov l3r2t'11 with actual authority to execute this instrument STATE OF VERMONT CHITTENDEN COUNTY, SS. At� Vermont, this, day of November, A.D. 2009, John R. O'B ien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC and that he was a duly authori gent of Buckthorn LLC with actual authority to execute thi ins rumen Before me, Notary co ission issued in Chittenden County My commission expires: 2.10.11__ 3 END OF DO "'UR a E SEWER EASEMENT DEED 00022360 V: 1113 PG: 153 KNOW ALL PERSONS BY THESE PRESENTS, that Buckthorn, LC, a &(-&-r Vermont Limited Liability Company, with a principal place of business in Williston, Vermont, County of Chittenden and State of Vermont(the "Grantor" herein) in consideration of One Dollar, and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, to it paid by the City of South Burlington a Vermont municipal corporation located in Chittenden County, Vermont, (the "Grantee" herein), hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, City of South Burlington and its successors and assigns forever, a perpetual easement and right-of-way over, on and through lands of the Grantor in the City of South Burlington, County of Chittenden and State of Vermont, which easement and rights -of -way are more particularly described as follows: Being an easement identified as "20' sewer easement for benefit of City of South Burlington and lots 1-8" as set out and depicted on a final subdivision plat entitled: Summerfield, dated June 24, 2009, last revised October 16, 2009, by Ian A. Jewkes, Licensed Land Surveyor #639, Krebs and Lansing Consulting Engineers and recorded in Map Slide of the City of South Burlington Land Records. Said easement extends from the east side of the curve of Wildflower Drive, and proceeds east across lot nine to the eastern boundary of the property of the grantor to align with an existing easement from the eastern boundary of the property of the grantor to Knoll Circle. Meaning and intending to convey an easement to access and maintain a sewer line. CITY CLERKS OFFICE R-:P .t7.i? ed I n. VOL'VO .1. 8 PC,' 158 rl1(�r 011c)u p.,xrlin ton 1-rod a,_oras A 4- t 00022360 V a Ills PG: 159 Included herein are permanent easements and rights -of -way for the purpose of operation, maintenance, repair and replacement of a sewer line or utilities within the easement herein granted and or as depicted on the Plans and Drawing referenced herein. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to all fixtures, appurtenances and equipment either existing or that may be constructed or installed associated with the sanitary sewer line therewith, and located on, under and through the easement herein conveyed, as well as to any and all portions of the sanitary sewer line located within or under Wildflower drive as set out on a site plan entitled: Summerfield, dated July 7, 2009, last revised September 25, 2009, by Krebs and Lansing Consulting Engineers and recorded in Map Slide ,4 1 of the City of South Burlington Land Records, to the Grantee free from all encumbrances. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to all fixtures, appurtenances and equipment either existing or that may be constructed or installed associated with the water line located on, under, within or under Wildflower drive as set out on a site plan entitled: Summerfield, dated July 7, 2009, last revised September 25, 2009, by Krebs and Lansing Consulting Engineers and recorded in Map Slide of the City of South Burlington Land Records, to the Grantee free from all encumbrances. Grantee agrees, for itself and its successors and assigns, that any premises of the Grantor affected by Grantee's entry pursuant to this easement shall be restored to the general condition thereof prevailing prior to such entry at Grantee's own cost and within a reasonable time, provided however that Grantee shall have no obligation or responsibility to replace, repair, reconstruct or reestablish any landscaping, structures or other improvements planted, erected or constructed within the conveyed easement areas in violation of this Agreement. Grantee agrees, for itself and its successors and assigns, that any premises of the Grantor affected by Grantee's entry pursuant to this easement shall be restored to the general condition thereof prevailing prior to such entry at Grantee's own cost and within a reasonable time, provided however that Grantee shall 7 have no obligation or responsibility to replace, repair, reconstruct or reestablish any landscaping, structures or other improvements planted, erected or constructed within the conveyed easement areas in violation of this Agreement. Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Claire F. Lewis, Executrix of the Estate of Robert J. Fur ong, dated November 6, 2009, of record in Volume l�, pages � °}� of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. In witness whereof, Grantor sets its hand this 6 A day of November, 2009. Buckthorn Group, LLC 3 , a 0022360 By: C John R. /;'Brien, a member of the LLC, A duly a thorized agent of Bu } If 41 1 LLC with actual authority to exec to t is Deed C� STATE OF VERMONT CHITTENDEN COUNTY, SS. V: 1118 PG: 161 At , Vermont, thisiglZ day of November, A.D. 2009, John R. O'Brien personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn GrouI LLC Before Me. - 4;�V� otary P ulff is IV oP��O H. Cq NOTARY PUBLIC c 9TF OF VE� F)A\/10 H. CASIER NOTARY PUBLIC STATE OF VERMONT My Commission Expires February 10, 20/ / Vermont Prou?rtg Transfer Tax 32 V-S-A- ChaP 231 RETURN REC'D-TAX PAID BOARD OF HEALTH CERT. REC'D. VT LAND USE & DEVELOPMENT PLANS ACf. CERT. REC'D Ret�srn No. _ __ __ Dof?n rs ?�. i n',: t l? C l t u C 1pr kl------------ Dnte Nov 13,201 Il 1 STORM WATER EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that Buckthorn, LAC, a U Vermont Limited Liability Company, with a principal plac6 of business in Williston, Vermont, County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to it paid by the City of South Burlington a Vermont municipal corporation located in Chittenden County, Vermont, Grantee, hereby GIVES, GRANTS, SELLS, CONVEYS and CONFIRMS unto the said Grantee, and its successors and r, assigns forever, a perpetual easement and right-of-way for the purpose of maintaining a storm water detention area on and through property in the City of South Burlington County of Chittenden and State of Vermont, described as follows: Being an easement identified as "stormwater easement for benefit of City of South Burlington and lots 1 - 8" within the boundaries of lot nine as set out on a final subdivision plat entitled: "Final Plat, Summerfield, 1404 Hinesburg Road, So. Burlington, Vermont," dated June 24, 2009, last revised October 16, 2009, by Ian A. Jewkes, Licensed Land Surveyor #639, Krebs and Lansing Consulting Engineers and recorded in Map Slide of the City of South Burlington Land Records (collectively, the "Plat"). Included herein are permanent easements and rights -of -way for the purpose of operation, maintenance, repair and replacement of of stormwater pipes, catch basins, stone storm outfalls, grass swales, and any other components the residential stormwater system depicted on the Plans and Drawing referenced herein above within the easement herein granted as well as in any other CITY CLERK'S OFFICE lieC t''d Nov ?. rii1 t lfi a i fad` in VOL. 1.1. �.� 'G. kir'lin�ton Lo.nd Rc-cards Attest 'Donri3 Kint¢ille (, its l.lerk property of the grantor where any component of the stormwater management systems may be located. This deed shall also act as a bill of sale and does hereby convey all of the Grantor's right, title and interest in and to all fixtures, appurtenances and equipment either existing or that may be constructed or installed associated therewith, and located on, under and through the easement herein conveyed, to the Grantee free from all encumbrances. Grantee agrees, for itself and its successors and assigns, that any premises of the Grantor affected by Grantee's entry pursuant to this easement shall be restored to the general condition thereof prevailing prior to such entry at Grantee's own cost and within a reasonable time, provided however that Grantee shall have no obligation or responsibility to replace, repair, reconstruct or reestablish any landscaping, structures or other improvements planted, erected or constructed within the conveyed easement areas in violation of this Agreement. Being a part of the same land and premises conveyed to Buckthorn Group, LLC by Claire F. Lewis, Executrix of the Estate of Robert J. Furl ng, dated November 6, 2009, of record in -' Volume qpages ��,' of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and 2 00022362 ) V : ilia PG-- 16-4- assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. In witness whereof, Grantor sets its hand this &�— day of November, 2009. Buckthorn Group, LLC By. John R "O'Brien, a member of the LLC, A duly authorized agent of Buc horn LLC with actual authority to execu'Fle,:-ES Deed r STATE OF VERMONT CHITTENDEN COUNTY, SS. At��0'3 Vermont, this day of November, A.D. 2009, John ersonallyappeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and deed of Buckthorn Group, LLC Before M otar L�ublic Verrofit RrOP-er ; Transfer Tax 32 -SA_ C- of p 23:1 --ACK#+ 06LEDGEMENT— RETURN REC'G-TAX PAID BOARD UE HEALTH CERT. REC'Gs V1 LAND USE & DEVELOPMENT PLANS ACT. CERT. REC'G Return Nor. ------------------------- Gonna Kinvi lle City Clergy: __ Gate Nov lyr?}�22 I F-47,Prf��@ 1 14 TDB TRANSFER OF DEVELOPMENT RIGHTS KNOW ALL PERSONS BY THESE PRESENTS, that 1600 Hinesburg Road LLC, of the City of South Burlington, in the County of Chittenden and State of Vermont, "Grantor", in the consideration of TEN AND MORE Dollars paid to his full satisfaction by Buckthorn Group LLC, of the City of Williston in the County of Chittenden and State of Vermont, "Grantee", by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, and it successors and assigns forever, certain Development Rights, as described more particularly below, with respect to certain property located in the City of South Burlington, in the County of Chittenden and State of Vermont, all as more particularly described as follows: Grantor is the owner of a lot of land measuring eleven and four tenth (11.4) acres, more or less, located at 1600 Hinesburg Road, South Burlington, Vermont being a portion of the lands and premises conveyed to 1600 Hinesburg Road LLC by Quit Claim Deed of Michael J. Anderson dated April 4, 2005 and recorded in Volume 708 at Pages 31 to 33 of the City of South Burlington Land Records (the "Property"). The property is depicted as Lot number one as shown on a plan entitled "Subdivision Plan of the Lands of Michael J. Anderson" prepared by Button Professional Land Surveyors, PC dated August 18, 2004, last revised October 10, 2004 and of record at Map Slide 448, Map 3 of the City of South Burlington Land Records Herinafter "the Button survey". Reference is also made to a Site Plan by Liewellyn-Howley, Inc. dated September 1, 2004 and of record at Map Slide 448, Map 2 of said Land Records. The Property is subject to and is benefited by the City of South Burlington Land Development Regulations adopted May 12, 2003, with amendments effective January 5, 2009 (the "Regulations"). Terms used in this instrument shall have the meaning they are assigned by the Regulations unless another meaning is clearly indicated herein. The Property is located within the Southeast Quadrant District, as that term is defined in the Regulations. Under the Regulations, each acre of the Property has potential for development for residential purposes at a density of one and two -tenths (1.2) dwelling units per acre. Because the Property measures 11.4 acres, as shown on the above mentioned "Button survey" it can, therefore, be developed with a total of nine and one half (9.5) dwelling units. The potential to develop each dwelling unit is referred to herein as a "Development Right", meaning that the Property is benefited by 9.5 Development Rights. By this instrument, Grantor does hereby convey to Grantee, for the benefit of Grantee's property located at 1404 Hinesburg Road, South Burlington ONE (1) of the Development Rights available to the Property, thereby reducing the total Development Rights available to the Property to a total of 8.5 Development Rights. It is the intent of this instrument that Grantee's purchase of the Development Rights articulated herein is for the purpose of transferring and applying said Development Rights to Grantee's property located at 1404 Hinesburg Road, and the extinguishment and relinquishment of those rights at located at 1600 Hinesburg Road. Grantor retains the remaining 8.5 Development Rights available to the Property, which total includes the existing dwelling unit situated on the Property, and retains the right to utilize any increase in the development potential of the Property attributable to changes in the Regulations that allow development to occur at a density greater than that available under the current Regulations. All rights retained by the Grantor, as described above, shall run with the Property and be transferred automatically to any successor fee owner of the Property. Grantor shall not be constrained from building on or otherwise developing the Property provided that such any such building or development does not use or rely upon the Development Right transferred to Grantee by this instrument. The transfer of Development Rights effected by this instrument has been approved by the South Burlington Development Review Board by Decision dated 2009 in connection with application No. , and the transferred Development Rights are specifically transferred and assigned to the property now owned by Grantee and located at 1404 Hinesburg Road. This instrument has been prepared in accordance with 24 V.S.A. § 4423. Reference is hereby made to the foregoing deeds, plans and Regulations, and the records thereof, and to all documents therein referred to and the records thereof, in aid of this description. TO HAVE AND TO HOLD all said granted development right, with all the privileges and appurtenances thereof, to the said Grantee, Buckthorn Group LLC, and its successors and assigns, to its own use and behoof forever; And the said Grantor, 1600 Hinesburg Road LLC for itself and its, successors and assigns, does covenant with the said Grantee and its successors and assigns, that until the enaealing of these presents it is the sole owner of the Property and the Development Rights, and has good right and title to convey the same in manner aforesaid, that they are FREE FROM EVERY ENCUMBRANCE; except as aforesaid, and he does hereby engage to WARRANT AND DEFEND the same against all lawful claims whatever, except as aforesaid. IN WITNESS WHEREOF, the undersigned has hereunto set his hand and seal this day of 2009 In witness whereof, Grantor sets its hand this — day of 92009. 1600 Hinesburg Road LLC STATE OF VERMONT CHITTENDEN COUNTY, SS. At , Vermont, this _ day of , 2009, Michael J. Anderson, personally appeared, and acknowledged this instrument, by him subscribed, to be his free act and deed and the free act and Deed of 1600 Hinesburg Road LLC and further that he had the authority to execute this Deed of behalf of 1600 Hinesburg Road LLC. Before Me: Notary Public #SD-09-31'� / #SD-09-32 but facades should be varied from one building to the next to avoid monotony. Front porches, stoops, and balconies that create semi -private space and are oriented to the street are encouraged. The applicant has submitted building elevations which appear to meet these criteria. (3) Front Building Setbacks. In pedestrian districts, a close relationship between the building and the street is critical to the ambiance of the street environment. Buildings should be set back twenty-five feet (25') from the back of sidewalk. Porches, stoops, and balconies may project up to eight feet (8') into the front setbacks. The applicant is requesting a waiver of this provision to provide for a small range of front yard setbacks, noting that the proposed houses would "meet the spirit of this provision by being close to the road; however we would like a small range of setbacks, instead of all the houses having a uniform 25 foot set back. We request a range of 25-40 feet for the front setbacks." The Board supports this waiver. (4) Placement of Garages and Parking. See Section 9.08(C)(4) and Figure 9-7. The front building line of the garage must be set behind the front building line of the house by a minimum of eight feet. Rear Alleys are encouraged for small lot single- family houses, duplexes, and townhouses. The applicant has submitted building elevations which appear to meet these criteria. (5) Mix of Housing Types. A mix of housing types is encouraged within neighborhoods and developments. Housing types should be mixed within blocks, along the street and within neighborhoods rather than compartmentalized into sections of identical housing types. This subdivision is currently too small for this criterion to be applicable. OTHER The Director of Public Works and the Superintendent of the Stormwater Department have reviewed the plans and provided comments in a memo dated August 6, 2009. The applicant has addressed the questions and comments raised by these two departments. The street name originally proposed by the applicant is extremely similar to a street name already approved for use in the City. The applicant should propose another street name. DECISION pp Motion by rj �� �/ seconded by aA LE to approve Preliminary Plat Appli ation #SD-09-31 & Final Plat Application SD-09-32 of The Buckthorn Group, subject to the following conditions: 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 9 I:\Development Review Boa rd\Findings_Decisions\2009\Buckthorn_SD0931_SD0932_ffd.doc #SD-09-31 #S D-09-32 2. This project shall be completed as shown on the plat plans submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. The plat shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted to the Administrative Officer prior to recording the mylar. a. The final plat plan, sheet C-1 shall be revised to include the signature of the land surveyor. b. The plans shall be revised to include the 911 street addresses for each lot and the approved street name. c. The plans shall be revised to provide details of the proposed pervious sidewalk. 4. Sufficient grading and erosion controls shall be employed during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 5. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated July 15, 2009. 6. The applicant shall adhere to the comments of the South Burlington Fire Chief per the memo dated August 5, 2009. 7. The applicant shall adhere to the comments of the South Burlington City Engineer, dated 8/7/2009. 8. The buildings shall be located between 25 and 40 feet from the road right-of-way. 9. The applicant shall have approved by the Planning Commission an appropriate street name prior to recording the mylar. 10. In accordance with Section 15.14 of the South Burlington Land Development Regulations, within 14 days of completion of required improvements (e.g. roads, water mains, sanitary sewers, storm drains, etc.) the developer shall submit to the City Engineer, "as built" construction drawings certified by a licensed engineer. 11. Street trees must be in place along the street prior to adding the final layer of the pavement. 12. The mylar shall be recorded prior to any zoning permit issuance. 13. The DRB hereby approves the transfer of one (1) development right from 127 Hidden Meadow Lane to this subdivision. 14. Prior to recording the final plat plans, the applicant shall record the document entitled, "Density Reduction Easement and Transfer of Development Rights" and a survey of the area from which the transferable development rights have been 10 I:\Development Review Boa rd\Findings_Decisions\2009\Buckthorn_SD0931_SD0932_ffd.dOc #SD-09-31 #SD-09-32 severed as required under 24 V.S.A § 4423(b)(4), upon approval of the City Attorney in the South Burlington land records. 15. All new homes in the development shall comply with the Residential Design requirement under Section 9.08(c) of the Land Development Regulations. Compliance with the criteria shall be determined by the Administrative Officer at permit issuance. 16. The Board grants a waiver from the lot width to depth ratio to allow the lots as proposed. 17. The applicant shall post a $13,130 landscaping bond for the street trees prior to issuance of the zoning permit for road construction. This bond shall remain in full effect for three (3) years from planting to assure that the landscaping has taken root and has a good chance of survival. 18. Pursuant to Section 15.17 of the Land Development Regulations, the applicant shall submit a Certificate of Title showing the ownership of all property and easements to be dedicated or acquired by the City to be approved by the City Attorney prior to recording the mylar. 19. Prior to issuance of a zoning permit for the first building or start of utility or road construction, all appropriate legal documents including easements (e.g. irrevocable offer of dedication and warranty deed for proposed public road, and utility, sewer, water, recreation path, and easement deed from the property owner to the north to the City for the temporary turn -around, etc.) shall be submitted to the City Attorney for approval and recorded in the South Burlington land records. 20. The following restrictions shall apply to the portion of Lot 8 which includes the wetland and associated buffer: a. No mowing. Brush hogging shall be permitted no more than three times per year. b. No use as traditional lawn or recreational space. No play structures shall be permitted. A fence shall be permitted only to the extent it delineates the non - useable area. c. No use of pesticides within the wetland or wetland buffer. 21. Prior to start of construction of the improvements described in condition #19 above, the applicant shall post a bond which covers the cost of said improvements, the amount of which must be approved by the City Engineer. 22. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 23. The final plat plan (survey plat) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the South Burlington GIS Coordinator. Mark Behr I./ /nay/abstain/not present 11 I:\Development Review Boa rd\Findings_Decisions\2009\Buckthorn_SD0931_SD0932_ffd.doc #SD-09-31 #SD-09-32 Matthew Birmingham ye /nay/abstain/not resent John Dinklage — yea/nay/abstai not present Roger Farley —0nay/abstain/not present Eric Knudsen — Ze ay/abstain/not present Gayle Quimbynay/abstain/not present Bill Stuono — ea ay/abstain/not present Motion carried by a vote of L -6. -" Signed this � day of OGTcn�P✓ 2009, by Mark Behr, Vice Chairman Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRECP 5 in writing, within 30 days of the date this decision is issued. The fee is $225.00. If you fail to appeal this decision, your right to challenge this decision at some future time may be lost because you waited too long. You will be bound by the decision, pursuant to 24 VSA 4472 (d) (exclusivity of remedy; finality). 12 L\Development Review Boa rd\Findings_Decisions\2009\Buckthom_SD0931_SD0932_ffd.doc 41 At . i llgtovt. PLANNING & ZONING MEMORANDUM To: Raymond J. Belair, Administrative Officer From: Bill Szymanski, City Engineer Date: October 1, 2009 Re: Comments — Summerfield, Hinesburg Road 1. Construct a gravel (8" thick x 10' width) drive from sidewalk to sewer manhole No. 3 for sewer cleaning equipment access. 2. Street shall include a temporary gravel turn around. 3. Street R.O.W. concrete monuments shall be shown o the plans and installed during street construction. 575 Dorset Street South Burlington; VT 05403 tel 802.846.4106 fax 802,846,4101 www.sburl.com E Ir DEVELOPMENT REVIEW BOARD 15 SEPTEMBER 2009 The South Burlington Development Review Board held a regular meeting on Tuesday, 15 September 2009, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; M. Behr, E. Knudsen, G. Quimby, R. Farley, B. Stuono Also Present: R. Belair, Administrative Officer; C. LaRose, Associate Planner; P. Plumeau, P. O'Brien, M. Young, C. O'Brien, B. Gardner, D. Crane, P. Choiniere, B. Worthen, M. Lawrence, B. Gashlin, S. Gonzalves, A. Wright, E. Farrell, M. Emery, B. McEwing, D. Deslauriers, G Maille, J. Leinwohl, G. Paris, D. Krag, C. Cole, W. & E. Wolf, J. O'Brien, M. Carter, S. Kristiansen, J. Finnigan, A. Bete, T. McKenzie, J. Nolin, S. Barrett, L. Wilson, D. Furlong, D. DeBaie, M. Favese 1. Other Business & Announcements:. Mr. Belair reminded members of the special meeting on 23 September. 2. Minutes of 1 September 2009:' It was noted that on p. 8, the hearing on the F&M application was continued until 15 September, not December. Ms. Quimby moved to approve the Minutes of 1 September 2009 as amended. Mr. Farley seconded. Motion passed unanimously. _ 3. Continued Preliminary 1'lat Application #SD-09-31 and Final Plat Application #SD-09-32 of Buckthorn Group for a planned unit development to subdivide a 6.93 acre parcel developed with a single family dwelling into nine lots ranging in size from 0.39 acres to 1`.96 acres, 1404 Hinesburg Road (Furlong Property): Mr. O'Brien said there had been one remaining -issue which involved a condition of - approval regarding the mechanism for the. road. He gave members 2 possible versions and noted that they favored version #2. Mr. Plumeau said he just became aware of this project. He indicated he is. a professional transportation planner and has concerns regarding traffic and safety in the Hinesburg Rd. corridor. There has been an accelerated pace of development in recent years. Between Highland Terrace and this proposed development, there are 15 curb cuts within 1/3 of a mile on a road with a 45 mph speed limit and very little speed enforcement. Mr. Plumeau said the standard is to minimize the number of curb cuts, and he felt it would be better if this intersection was about 150 feet to the north. He added that he would like to see the DEVELOPMENT RE, )EW BOARD 15 SEPTEMBER 2009 PAGE 2 City do something about an access management plan for the Hinesburg Rd. corridor. He added that if Exit 12B ever happens, it will be even more of a concern. Mr. Dinklage said this is a minimal proposal on a piece of property zoned for development, and the. Board has limited options. He asked if Mr. Plumeau had any ideas that would help. Mr. Plumeau said he understood the Board's position. He felt that the access could be in an operationally desirable location, or the beginnings of some kind, of grid network such as that beginning to develop on that side of Hinesburg Rd. Thr could be options for shared access. He stressed that every additional curb break adds to the problem and makes the situation harder to fix. Even a small number of home ;doubles or triples the number of trips. �. Mr. Gardner, who owns the property to the north, said he does intend to develop his parcel. He noted that whenever he has done a development, he's had to cht�ue a road to the property line, and if he were the first one in with this development he,..would have to do that. Mr. Dinklage said the Board has been asked if Mr. Gardner intends to develop connect to that road. Mr. Gardner answf many units he would be developing. He also owns a piece of property across the Mr. Belair said staff would probably rec( suggest a loop road. He noted that the ir. about 24 units, the length of time for a bond. He within 5 years and whether he would both questions. He didn't know how traneied development rights and no cul de sac and possibly would that Buckthorn could develop was Mr. S:to�no felt this was a substantial development and recommended a connection across i from but Farms as ideal. -Mr. Gardner said;he plans fo,start work on his development within a year or so. He said he had met with ai7-applicant regarding getting the road built to the property line, but they don't want to dci this. They only want to bond for half the road. Mr. Gardner felt it wasn't fair for him to'have to do it all. Mr. Belair noted that Bruce Hoar had said his main concern is turning a snow plow around. He suggests the applicant not build a cul de sac and build the road to the property line. There could then be an easement from Mr. Gardner to the City to allow the snow plow to turn around on his land. Mr. Gardner said he was absolutely willing to grant such an easement. Ms. Carter, a neighbor on Knoll Circle, was concerned with density. She asked what has happened to green space and suggested 2 cul de sacs to slow down traffic. DEVELOPMENT REVIEW BOARD f 15 SEPTEMBER 2009 PAGE 3 Mr. Young asked what would prevent the 2-acre lot from being developed. Mr. Dinklage said nothing would prevent that. Mr. O'Brien said Mr. Gardner originally told them he wasn't interested in doing anything. He felt this puts them in a terrible situation. He suggested Mr. Gardner could come in with a cul de sac. Mr. Dinklage said the Board would not allow that. Mr. O'Brien said they have been trying to make their development a LEED certified neighborhood. If they have to extend the road and a sidewalk, they would be over an acre of impervious and would need a state storm water permit. Mr. Dinklage said it would wrong for the Board not to take into consideration what they have heard. He asked if the applicant's analysis had taken into account all of the asphalt that would be built; if not, they have no project. Mr. O'Brien said they can't make water flow up hill. He added that when the property to the north comes in, they will handle it. Mr. Dinklage said he is not comfortable if all the storm water from this property is not contained on this property. Mr. Crane said the Furlong family could not be present tonight. He noted that this property has not yet been transferred, and he took offense at hearing the road will be built. Mr. Dinklage said the Zoning Regulations require a roa4to be built to the property line. The applicant is asking for a special consideration not t6A6 that. Mr. Gardner said he didn't want to have to deal with storm water from land he doesn't own. He is just asking that tkat�,applicant build the road to the property line with water and sewer connections. Mr. O'Brien said he felf the. -vise thing o do is to table this so that after they hear back from the District Coordinator they can clarify flic storm water situation afthe next hearing: Mr. Behr said he was leaning toward a straight road through. This would also put the lots -more in compliance with the required ratio. Mr. Knudsen was OK with sacrificing some - green space to get a straight road. Mr. O'Brien -asked if the Board -would OK a - - - . hammerhead on their property, knowing that the -Public Works `Director doesn't favor - that. Ms. Quimby said she would go with whatever'Pubic Works and the Fire Department want. Mr'Behr agreed with that. - Mr. Dinklage said he prefers building the road as it is to be in the future with a temporary cul de sac on the property to the north. Mr. Behr said he does too, but he wouldn't go against a hammerhead if Public Works and the Fire Chief are OK with that. Mr. Knudsen said he would favor a temporary hammerhead. Mr. Belair said he didn't know how long "temporary" can be. There is a reason the City wants a turnaround, and he couldn't support a hammerhead. Ms. Quimby moved to continue Preliminary Plat Application #SD-09-31 and Final Plat DEVELOPMENT RL )EW BOARD 15 SEPTEMBER 2009 PAGE 4 Applicant #SD-09-32 until 6 October 2009. Mr. Farley seconded. Motion passed unanimously. 4. Final Plat Application #SD-09-38 of David Zullo to subdivide a 4.88 acre parcel developed with an auto and boat sales, service and repair facility into two lots of 1.06 acres and 3.82 acres, 3017 Williston Road (Marine Collection): Mr. Choiniere, the property owner, said they are trying to get lot #2 to be available to his son who owns the adjacent property. There would be no new curb cuts and no changes from what is seen there today. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Final Plat Application #SD-09-38 of David Zullo subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 5. Conditional Use Application #CU-09-07 of KJK Wireless to relocate antennas on an existing tower from the 80 foot level to 119 foot level, 466 Farrell Street (former Channel 22 tower): and 6. Site Plan Application #SP-09-68 of KJK Wireless to amend a previously approved plan for a telecommunications tower. The amendment consists of relocating antennas on the tower from the'80 foot level to 119 foot level, 466 Farrell Street (former Channel 22 tower): Mr. Gashlin, representing U. S. Cellular, said they have some equipment they want to raise to the top of the tower. Mr. Farley said he thought that tower was coming down. Mr. Belair said if it was, they've changed their minds. Mr. Gashlin said that with regard to Stipulation #4, they will bolt the antennas at the 119 foot level, but they will extend to 122 feet, and that will be the total height. Ms. Quimby moved to approve Conditional Use Application #CU-09-07 and Site Plan Application #SP-09-68 of KJK Wireless subject to the stipulations in the draft with Stipulation #4 amended to show a total height of 122 feet. Mr. Farley seconded. Motion passed unanimously. 7. Site plan Application #SP-09-71 of Gonzo's Indoor Golf & Academy to amend a previously approved plan for a 14,700 sq. ft. building with multiple number of uses. The amendment consists of: 1) converting 700 sq. ft. of retail use to a 12-seat tavern to be used in conjunction with an indoor recreational use, and 2) adding personal instruction use in conjunction with the indoor recreation use, 1860 Williston Road (formerly Western Tool): DEVELOPMENT REVIEW BOARD J 15 SEPTEMBER 2009 PAGE 5 Mr. Gonzales reviewed what the business consists of. He said they will be open year round for retail and have night leagues. Ms. LaRose explained the nature of the umbrella permit. Mr. Belair said staff will do a parking evaluation before issuing a pen -nit to be sure any use doesn't exceed the parking limit. - Ms. Quimby moved to approve Site Plan Application #SP-09-71 of Gonzo's Indoor Golf & Academy subject to the stipulations in the draft motion. Mr. Farley, seconded. Motion passed unanimously. 8. Conditional Use Application #CU-09-08 of City of Burlington/Burlington International Airport to install a living wall to extend 14 feet in height, 1151 & 1153 Airport Drive: Mr. Worthen reviewed the history of the home acquisition program and noted there is a. contract with the City Council for that plan. The Councilwanted to be sure ground level noise won't be increased when a home is taken down. The Airport agreed to construct a demonstration project for a living wall. Mr. Lawrence said the wall would feature .,Europewa basket willow, a deciduous tree It would be laid on the surface of the wall. When it doesn't have leaves on it, there is still a combination of stems and branches against the solid wall. --The sold wall is rni�de of earth. Mr. Farley asked if this has been successfully done anywhere in this kind of climate. Mr. Lawrence said it has been done in Germane 8 Canada. He has personally seen them in Montreal. ✓ Mr We hen said tbe testing, and a sound engineer is working on that. Mr. Mlle ''sked how fare, 'er li-uing-walls have been -from an Airport. -Mr. Lawrence: said the ones lye's seen -are mom highways and are -about 7O�-80 feet from the nearest - traffic. Mr. Mall,, -said he,""fill questions the performance of the -wall and the statistical validity of the plane He no there was to be a baseline taken prior to the installation of the wail, and there was an agreement for a statistician to look at that. He said none of this has happened yet. Mr. Worthen said they will have time to take care of that. He stressed that the Airport knows its obligation and adheres to it. Mr. Belair said the only reason this is before the DRB is because of height and setback issues. It has nothing to do with the sound issues. A member of the audience said they had been told the wall would be built by August 1. Mr. Worthen said they got behind because of the weather. They also just learned they have to go to Act 250 which has just assumed jurisdiction. DEVELOPMENT RE, 1W BOARD 15 SEPTEMBER 2009 PAGE 6 Mr. Maille asked about the setback from the property line. Mr. Belair said the requirement is 30 feet from the rear property line. The proposal is for 20 feet. Mr. Maille asked if the butternut tree would come down. Mr. Lawrence said it will not. Mr. Deslauriers asked if the living wall material is approved to take a constant blasting from jet noise. Mr. Lawrence said it will be farther back from the big street trees on that street. Mr. Worthen stressed that this is a demonstration project. It was noted that the designation of "Main St." in the approval motion should be amended to read "Airport Drive. Ms. Quimby moved to approve Conditional Use Application #CU-09-08 of City of Burlington/Burlington International Airport subject to they stipulations in the draft motion as amended above. Mr. Farley seconded. M9#64,,-passed unanimously. 9. Continued Site Plan Application #Surlington International Airport to construct two additional parking lots to an existing three level parking `ka garage to accommodate 1370 vehicles, 1200 Airport Drive:. Mr. Leinwohl reviewed the outstanding issues. One of these is traffic, and Mr. Leinwohl said they got comments from the city's traffic consultant on Friday and will have a response back to the City later in the week. Regarding a parking"heeds assessment, Mr. Leinwohl said there will still be a need to utilize overflow parking areas. Ms -.,La Rose said staff would like a narrative regarding other options that are being pursued (e.g., public transit). Mr. Belair added staff would like an estimate of how many parking spaces are needed. Regarding pedestrian crossing on Airport Drive, Mr. Leinwohl said they identified a number of crosswalks that need improvement. They will consult with the Public Works Director- and work something out. Mr. Dinklage stressed that crossings on Airport Drive are not adequate today. - Mr. Leinwohl said they have determined that the existing ramp system is adequate to handle the expansion. They are putting together a new signage plan and a new lighting plan. Mr. Behr suggested the Airport provide some means for people to identify where in the parking garage they left their vehicles. Regarding toll booth capacity, Mr. Leinwohl said there are 4 booths today. Two are attended, and two are automated. The automated ones are underused and can have staff added to them to handle additional traffic. Mr. Behr asked whether 2 additional floors were anticipated in the garage design. Mr. A DEVELOPMENT REV EW BOARD 15 SEPTEMBER 2009 PAGE 7 Leinwohl said the southern half was not designed for additional floors and will require a lot of work. The northern half was designed for additional floors. Mr. Behr asked if there would be future requests for additional expansion of parking. Mr. McEwing said they have to look at additional ways to accommodate people at the Airport over the next 5-10 years. They don't want to continue to build garages. Mr. Paris said they are looking at a 2030 planning horizon, and the-3.2 growth rate they are using is the one approved by the FAA. They will respond to the City's consultant on that. Regarding the height waiver, members indicted they were OK with that. Ms. Emery asked whether the higher structure might help abate noise from the Airport. Mr. Dinklage felt it might in a very limited way. Mr. Young asked about storm water issues. Mr. Leinwohl said all runoff from the garage is collected and goes into the city's treatment plant ... He did not feel additional capacity would be needed, but he would check on that. Mr. Belair felt they were all set on the landscape requirement. The Board was OK with the plans on the roof counting toward the requirement Mr. Leinwohl said there would be no light spillage from the ' —iA . The �p Y Y will use down casting fixtures on the outside of the building. Ms. Quimby then move(] to continue Site Plan Application #SP 19-63 of Bujrtiiigron International Airport until S October 2009. Mr. Farley seconded. Motion passed unanimously. 10. Continued Sketch PlanApplica Lion #SD-09-37 of David Krag for a planned unit development to convert an accessory residential unit to a single family dwelling on a_lotwhich is also developed with a single family dwelling, 250 Spear Street: Mr. Ti rag said h, urcliased ghe property 5 years ago to,help-their-son. ---hey convei ted a., accessorybuil Q,into am ccessoryapartment. They want to keep the property long term and need to dt wnsl e. The therefore want to sell the accessory building, and the wav to do that is to nna�ce it into a condominium (single family dwelling). There will be no changes to the property except ownership. Mr. Dinklage said it will be very different. The backyard will be only 10 feet deep. The residents may want a swing set, etc. Mr. Krag said they can do that now. There are no other houses near there because of a steep slope. Mr. Dinklage asked if there could be an addition to the accessory building. Mr. Belair said they are at the coverage limit and it would not meet the setback. DEVELOPMENT RE. IW BOARD 15 SEPTEMBER 2009 PAGE 8 Mr. Knudsen asked why there is a difference between an accessory structure setback if it's used for a residence (5 feet) and a single family residence (30 feet). Mr. Belair said it is a difference between a principal and an accessory structure. This building would be converted from an accessory to a principal structure. Mr. Dinklage asked if they could go up. Mr. Belair said there would have to be a waiver because it would be increasing the degree of non -conformity. Because of the second story it would also not meet the setback. Mr. Cole, the adjacent neighbor, felt this was a significant change where there wouldnow be 2 residence buildings on the same property with no requxOment for the owner to live on the property. Mr. Dinklage noted the owner could t_' leggy this structure down and subdivide the property and have the same result. ` Mr. Behr said he felt there is a reason for the setback and that what is phbsed changes the nature of the area. Mr. Krag said there would be more of an impact if iley tore the building down and rebuilt it to the regulations. Mr. Knudsen suggested the possibility of a boundary line adjustment with a neighbor to give the applicant the ability to meet fhc setback.' He felt this would be a much less expensive solution than to carve the property A straw vote indicated that no member was o fortab' with the plan. Mr. Dinklage noted there is a swimming pool on the property that is not recorded in the tax records. 11 Continued Preliminary Plat Application #SD-09-34 of F & M. Developt Co: Ll+ to amend a previously approved planned unit development consisting of: 1) 383 re'idential units in seven buildings, 2) a 63 unit congregate housing f cility, 3) a 4,3t� sq. ft. expansion of an indoor recreation facility, and 4) an existing, 6,000 sq. ft. television studio and -office building. The amendment - consists of strdividing lot #1 into five lots -ranging in size from 0.25 acres to 1.36 F. acres, 345-514 Tell Street: - Mr. Farrell said Lot V`4 is the parking lot west and south of Creative Habitat. Lot #15 is the lot east and north of Creative Habitat. The postage stamp lot is for the tower. Lot #12 is for the addition to the senior building. All the remainder is Lot #1. Mr. Belair reminded the applicant that for zoning purposes, those lots are not recognized. Ms. Quimby moved to approve Preliminary Plat Application #SD-09-34 of F & M Development Co., LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. DEVELOPMENT REVIEW BOARD 15 SEPTEMBER 2009 PAGE 9 12. Continued Preliminary Plat Application #SD-09-35 of F & M Development Co., LLC, to amend a previously approved planned unit development consisting of. 1) 383 residential units in seven buildings, 2) a 63 unit congregate housing facility, 3) a 4,430 sq. ft. expansion of an indoor recreation facility, and 4) an existing 16,000 sq. ft. television studio and office building. The amendment consists of: 1) razing an existing car wash and television station, 2) constructing a 24,800 sq. ft. 2 and 4 story addition to contain 28 congregate housing units and 3,000 sq. ft. of social service use to existing 63 unit congregate housing facility, and 3) constructing a 48,500 sq. ft. 5-story multi -family dwelling to contain 43 dwelling units, Farrell Street and Bacon Street: Mr. Farrell showed the location of the proposed buildings. He noted that the Bacon St. building is now 4 stories instead of 5. He also showed the location of the dumpster. The sidewalk put in by Diemer will be torn out and a new sidewalk with curbs will be put in. Mr. Farrell then reviewed building heights. A 19-foot waiver is required. He showed the Bacon St. building at the reduced height. Regarding building colors, Mr. Farrell said he will make some iiggestions at Final Plat and see what the Board says. vlr. Farrell a, a drainage problem has been created for the Wolfes. He indicawd that as part of this p.oject be will put in a yard drain for them and will also redo their ..oncrete apron. A row of cedars will be put in along the apron. Mr. Dinklage asked if anything else is being done for traffic calming, possibly a stop sign. to discourage people from cutting through to get out at Bacon St. Mr. Dinklage asked if staff is comfortable with the shared parking situation. Mr. Belair said it is within -the allowable limits. _The applicant has counted the Farrell St. spaces. Mf. Belair said he would like Public Works#to take a look -at the Bacon St. spaces. He added that. when the Creative Habitat building comes into the PUD, the number will - change. The applicant is proposing 828 spaces, which represents a 24.2% parking waiver. Mr. Belair noted that the plans he received still show the Bacon St. building as 5 stories. Mr. Farrell said that is a mistake and he will correct it. Ms. LaRose said staff would like a clean plan to approve. Ms. Wright said they need a preliminary plat approval for 2 funding sources. Members agreed to review a corrected plan at the special meeting on 23 September. Mr. & Mrs. Wolf provided the Board with a copy of the things Mr. Farrell has agreed to do for them. They asked that the plan not be approved until they have written consent DEVELOPMENT RE. IW BOARD 15 SEPTEMBER 2009 PAGE 10 from Mr. Farrell to do those things. Ms. Quimby moved to continue Preliminary Plat Application #SD-09-35 of F & M Development Co., until 23 September 2009. Mr. Farley seconded. Motion passed unanimously. Members agreed to participate in a joint meeting with the Planning Commission on 27 October. As there was no further business to come before the Board, the meeting was adjourned at Midnight. DEVELOPMENT REVIEW BOARD 15 SEPTEMB.ER 2009 The South Burlington Development Review Board held a regular meeting on Tuesday, 15 September 2009, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: J. Dinklage, Chair; M. Behr, E. Knudsen, G. Quimby, R. Farley, B. Stuono Also Present: R. Belair, Administrative Officer; C. LaRose, Associate Planner; P. Plumeau, P. O'Brien, M. Young, C. O'Brien, B. Gardner, D. Crane, P. Choiniere, B. Worthen, M. Lawrence, B. Gashlin, S. Gonzalves, A. Wright, E. Farrell, M. Emery, B. McEwing, D. Deslauriers, G. Maille, J. Leinwohl, G. Paris, D. Krag, C. Cole, W. & E. Wolf J O'Brien, M. Carter, S. Kristiansen, J. Finnigan, A. Bete, T. McKenzie, J. Nolin, S. Barrett, L. Wilson, D. Furlong, D. DeBaie, M. Favese i. Other Business & Announcements: Mr. Bel;;ir reminded members of the special meeting on 23 September. 2. Minutes of 1 September 2009: It was noted that on p. 8, the hearing on the F&M application was continued until 15 September, not December. Ms. Quimby moved to approve the Minutes of 1 September 2009 as amended. Mr. FarlO'cati ed. Motion passed unanimously. tinued Preliminary Plat Application #SD-09-31 and Final Plat AppSD-09-32 of Buckthorn Group for a planned unit development to subd93 acre parcel developed with a single family dwelling into nine lots ranging in size from 0.39 acres to 1.96 acres,1404 Hinesburg Road (Furlong Property): Mr. O'Brien said there had been one remaining issue which involved a condition of approval regarding the mechanism for the road. He gave members 2 possible versions and noted that they favored version #2. Mr. Plumeau said he just became aware of this project. He indicated he is a professional transportation planner and has concerns regarding traffic and safety in the Hinesburg Rd. corridor. There has been an accelerated pace of development in recent years. Between Highland Terrace and this proposed development, there are 15 curb cuts within 1/3 of a mile on a road with a 45 mph speed limit and very little speed enforcement. Mr. Plumeau said the standard is to minimize the number of curb cuts, and he felt it would be better if this intersection was about 150 feet to the north. He added that he would like to see the DEVELOPMENT REVIEW BOARD 15 SEPTEMBER 2009 PAGE 2 City do something about an access management plan for the Hinesburg Rd. corridor. He added that if Exit 12B ever happens, it will be even more of a concern. Mr. Dinklage said this is a minimal proposal on a piece of property zoned for development, and the Board has limited options. He asked if Mr. Plumeau had any ideas that would help. Mr. Plumeau said he understood the Board's position. He felt that the access could be in an operationally desirable location, or the beginnings of some kind of grid network such as that beginning to develop on that side of Hinesburg Rd. There could be options for shared access. He stressed that every additional curb break adds to the problem and makes the situation harder to fix. Even a small number of homes doubles or triples the number of trips. Mr. Gardner, who owns the property to the north, said he does intend to develop his parcel. He noted that whenever he has done a development, he's had to continue a road to the property line, and if he were the first one in with this development he would have to do that. Mr. Dinklage said the Board has been deliberating the length of time for a bond. He asked if Mr. Gardner intends to develop his parcel within 5 years and whether he would connect to that road. Mr. Gardner answered yes to both questions. He didn't know how many units he would be developing. He does have transferred development rights and also owns a piece of property across the road. Mr. Belair said staff would probably recommend no cul de sac and possibly would suggest a loop road. He noted that the maximum that Buckthorn could develop was about 24 units. Mr. Stuono felt this was a substantial development and recommended a connection across from Butler Farms as ideal. Mr. Gardner said he plans to start work on his development within a year or so. He said he had met with this applicant regarding getting the road built to the property line, but they don't want to do this. They only want to bond for half the road. Mr. Gardner felt it wasn't fair for him to have to do it all. Mr. Belair noted that Bruce Hoar had said his main concern is turning a snow plow around. He suggests the applicant not build a cul de sac and build the road to the property line. There could then be an easement from Mr. Gardner to the City to allow the snow plow to turn around on his land. Mr. Gardner said he was absolutely willing to grant such an easement. Ms. Carter, a neighbor on Knoll Circle, was concerned with density. She asked what has happened to green space and suggested 2 cul de sacs to slow down traffic. DEVELOPMENT REVIEW BOARD 15 SEPTEMBER 2009 PAGE 3 Mr. Young asked what would prevent the 2-acre lot from being developed. Mr. Dinklage said nothing would prevent that. Mr. O'Brien said Mr. Gardner originally told them he wasn't interested in doing anything. He felt this puts them in a terrible situation. He suggested Mr. Gardner could come in with a cul de sac. Mr. Dinklage said the Board would not allow that. Mr. O'Brien said they have been trying to make their development a LEED certified neighborhood. If they have to extend the road and a sidewalk, they would be over an acre of impervious and would need a state storm water permit. Mr. Dinklage said it would wrong for the Board not to take into consideration what they have heard. Ile asked if the applicant's analysis had taken into account all of the asphalt that would be built; if not, they have no project. Mr. O'Brien said they can't make water flow up hill. He added that when the property to the north comes in, they will handle it. Mr. Dinklage said he is not comfortable if all the storm water from this property is not contained on this property. Mr. Crane said the Furlong family could not be present tonight. He noted that this property has not yet been transferred, and he took offense at hearing the road will be built. Mr. Dinklage said the Zoning Regulations require a road to be built to the property line. The applicant is asking for a special consideration not to do that. Mr. Gardner said he didn't want to have to deal with storm water from land he doesn't own. He is just asking that the applicant build the road to the property line with water and sewer connections. Mr. O'Brien said he felt the wise thing to do is to table this so that after they hear back from the District Coordinator they can clarify the storm water situation at the next hearing. Mr. Behr said he was leaning toward a straight road through. This would also put the lots more in compliance with the required ratio. Mr. Knudsen was OK with sacrificing some green space to get might road. Mr. O'Brien asked if the Board would OK a hammerhead on their property, knowing that the Public Works Director doesn't favor that. Ms. Quimby said she would go with whatever Pubic Works and the Fire Department want. Mr. Behr agreed with that. Mr. Dinklage said he prefers building the road as it is to be in the future with a temporary cul de sac on the property to the north. Mr. Behr said he does too, but he wouldn't go against a hammerhead if Public Works and the Fire Chief are OK with that. Mr. Knudsen said he would favor a temporary hammerhead. Mr. Belair said he didn't know how long "temporary" can be. There is a reason the City wants a turnaround, and he couldn't support a hammerhead. Ms. Quimby moved to continue Preliminary Plat Application #SD-09-31 and Final Plat DEVELOPMENT REVIEW BOARD 15 SEPTEMBER 2009 PAGE 4 Applicant #SD-09-32 until 6 October 2009. Mr. Farley seconded. Motion passed unanimously. 4. Final Plat Application #SD-09-38 of David Zullo to subdivide a 4.88 acre parcel developed with an auto and boat sales, service and repair facility into two lots of 1.06 acres and 3.82 acres, 3017 Williston Road (Marine Collection): Mr. Choiniere, the property owner, said they are trying to get lot #2 to be available to his son who owns the adjacent property. There would be no new curb cuts and no changes from what is seen there today. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Final Plat Application #SD-09-38 of David Zullo subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 5. Conditional Use Application #CU-09-07 of KJK Wireless to relocate antennas on an existing tower from the 80 foot level to 119 foot level, 466 Farrell Street (former Channel 22 tower): and 6. Site Plan Application #SP-09-68 of KJK Wireless to amend a previously approved plan for a telecommunications tower. The amendment consists of relocating antennas on the tower from the 80 foot level to 119 foot level, 466 Farrell Street (former Channel 22 tower): Mr. Gashlin, representing U. S. Cellular, said they have some equipment they want to raise to the top of the tower. Mr. Farley said he thought that tower was coming down. Mr. Belair said if it was, they've changed their minds. Mr. Gashlin said that with regard to Stipulation #4, they will bolt the antennas at the 119 foot level, but they will extend to 122 feet, and that will be the total height. Ms. Quimby moved to approve Conditional Use Application #CU-09-07 and Site Plan Application #SP-09-68 of KJK Wireless subject to the stipulations in the draft with Stipulation #4 amended to show a total height of 122 feet. Mr. Farley seconded. Motion passed unanimously. 7. Site plan Application #SP-09-71 of Gonzo's Indoor Golf & Academy to amend a previously approved plan for a 14,700 sq. ft. building with multiple number of uses. The amendment consists of: 1) converting 700 sq. ft. of retail use to a 12-seat tavern to be used in conjunction with an indoor recreational use, and 2) adding personal instruction use in conjunction with the indoor recreation use, 1860 Williston Road (formerly Western Tool): VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-3342 Landowner: Estate of Robert Furlong 1747 Porters Point Road Colchester VT 05446 This permit affects property dentified as Town Tax Parcel ID # South Burlington: o860-01a04 and referenced in deeds recorded in Book 91 Page 447 of the Land Records in South Burlington, Vermont. This project, consisting of a nine lot subdivision identified as Lots #1 through #8 each for a proposed four bedroom single family residence and Lot #9 with an existing four bedroom single family residence, served by municipal water and. wastewater services, located on Hinesburg Road in South Burlington, Vermont, is hereby, approved under the requirements of the regulations named above subject to the following conditions. i.GENERAL 1.1 1.2 The project shall be completed as shown on the application, plans and/or documents prepared by Scott Homsted, P.E. for Krebs & Lansing Consulting Engineers, Inc., with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date C-2 Site Plan 7/07/2009 7/24/2009 C-3 Road & Utility Profiles 7/07/2009 7/24/2009 C-4 Road Details 7/07/2009 C-6 Sanitary Sewer Details Water System Details 7/07/2009 `7/0 12009 C-7 and as shown on the plans and/or documents prepared by !an jewxes, L.J. for Krebs az Lansing, Consulting Engineers, Inc., with the plans listed as follows: Sheet Number Title Plan Date Plan Revision Date C-1 Final Plat 6/24/2009 The project shall not deviate from the stamped plans in a manner that would change or aucci gar, exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1.3 This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 25o District Environmental Commission, the Water Supply Division - telephone (802) 241-3400, the Department Public Safety, Division of Fire Safety- telephone (802) 879-23oo, and local officials prior to proceeding with this project. 1.4 Each lot is approved for one four bedroom single family residence. Approval is needed from the Wastewater Management Division prior to increasing the number of bedrooms within any residence. -A Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Wa,")Supply Permit WW-4-3342 Page 2 of 3 1.5 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.6 Each prospective purchaser of the lot shall be shown copies of the Wastewater System And Potable Water Supply Permit and the stamped plans prior to conveyance of the lot. 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 1.8 In issuing this permit, the Division has relied upon the licensed designer's certification that the design - related information submitted was true and correct, and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. This permit may be revoked if it is determined that the project does not comply with these Rules. 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 No permit issued by the Secretary shall remain valid after substantial completion of a potable water supply until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, that states: "I hereby certify that in the exercise of my reasonable professional judgment the installation -related information submitted is true and correct and the potable water supply was installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; was inspected; was properly tested; and has successfully met those performance tests." This certification shall include the water services to each residence. 2.2 This project is approved for connection to the South Burlington municipal water system as depicted on the stamped plans. The project is approved for a maximum of 4,86o gallons of water per day. No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management DiVr5sion. 2.3 The water main extension is approved provided the water main extension is constructed in strict accordance withthe Agency of Natural Resources, Water Supply Division's "Public Water System Permit to Construct" Project #C-2439-09.0 WSID #5091. :i.W,A STEWATER DISPOSAL 3.1 No permit issued by the Secretary shall remain valid after substantial completion of a wastewater system until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, that states: "I hereby certify that in the exercise of my reasonable professional judgment the installation -related information submitted is true and correct and the wastewater system was installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; was inspected; was properly tested; and has successfully met those performance tests." This certification shall include the wastewater collection system and wastewater services to each residence. 3.2 This project is approved for connection to the South Burlington municipal wastewater treatment facility as depicted on the stamped plans. The project is approved for a maximum of 1,890 gallons of wastewater per day. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. Wastewater System and Potable Wa.-Aupply Permit -� WW-4-3342 Page 3 of 3 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment . facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this permit shall be invalid. unless the municipality renews its approval and does not request that the Secretary remove the sewage allocation for this project from the list of committed reserve. Once the project is removed from the list of committed reserve capacity, a new permit must be issued for the project. An updated application form and an application fee will be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Justin G. Johnson, Commissioner Department of Environmental Conservation By `�� Ernest Christianson; Regional Engineer Dated October 5, 2009 cc: South Burlington Planning Commission Scott Homsted Water Supply Division Act 2.5o District Environmental Commission Department of Public Safety, Division of Fire Safety CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 11, 2009 drb\sub\buckthorn\1404HinesburgRd_pre1im_Fina1.doc Plans received: July 13, 2009 BUCKTHORN GROUP— 9-LOT SUBDIVISION 1404 HINESBURG ROAD PRELIMINARY PLAT APPLICATION #SD-09-31 FINAL PLAT APPLICATION #SD-09-32 Agenda # 3 Meeting date: October 6, 2009 Owner Applicant Estate of R Furlong, Claire Lewis Buckthorn Group 1747 Porters Point Road c/o John and Kathy O'Brien Colchester, 05446 839 Oak Hill Road Williston, VT 05495 Contact Property Information Patrick O' Brien Tax Parcel 0800-01404 8151 Rte 116 SEQ Zoning District- Neighborhood Residential Hinesburg, VT 05461 7.0 acres Location Ma CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim finial s_ gg The Buckthorn Group, hereinafter referred to as the applicant, is seeking preliminary and final plat plan approval to subdivide a 6.93 acre parcel developed with an single-family dwelling into nine (9) lots ranging from 0.46 acres to 1.94 acres, 1404 Hinesburg Road. The applications were reviewed by the Development Review Board at a public hearing on August 18, 2009 (minutes enclosed). The Board appeared to be generally in favor of the project but continued the application so that the applicant could continue to work with staff on items such as stormwater modeling and the future look and function of the road. The project was again reviewed on September 1 and September 15, 2009 (minutes will potentially be available), and continued so that the applicant and staff could address language with respect to the construction of the potential connector road to the north. The applicant has submitted a letter dated September 25, 2009 (attached) which details the changes to the plans since the last meeting. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on September 29, 2009 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements SEQ-NR Zoning District Requirement/Limitation Proposed' Min. Lot Size 12,000 SF >0.46 acres �• Max. Density 1.2 units/acre base density= 8 units 9 units ♦ Max. Building Coverage 15% <15% ♦ Max. Total Coverage 30% <30% ♦ Min. Front Setback 20 ft. >20 ft. ♦ Min. Side Setback 10 ft. >10 ft. �♦ Min. Rear Setback 30 ft. >30 ft. zoning compliance ♦ No buildings are proposed at this time; therefore this criterion will be enforced by the administrative officer at such a time as the applicant proposes buildings for the lots. The applicant has stated that they will be within the allowable dimensions. At 1.2 units per acre, the 6.93 acres would allow up to 8 units. Therefore, the applicant will need to utilize one transferred development right. This would be well below the allowable 4 dwelling units per acre. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations (SBLDR), subdivisions shall comply with the following standards and conditions: CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornpreliM final seg The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The standards for this criterion are found below in a review of the regulations of the Southeast Quadrant. 1. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Pip" for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. Southeast Quadrant District This proposed subdivision is located in the southeast quadrant district Therefore it is subject to the provisions of Section 9 of the SBLDR. 9.06 Dimensional and Design Requirements Applicable to All Sub -Districts The following standards shall apply to development and improvements within the entire Southeast Quadrant Zoning District. A. Height. (1) The maximum height of any occupied structure in the SEQ-NRP, SEQ-NRT, or SEQ- NR sub -district shall not exceed forty-five feet (45'); the waiver provisions of Section. 3.07(E) shall not apply to occupied structures in these sub -districts. (2) The maximum height of any occupied structure in the SEQ-VR or SEQ-VC sub- district shall not exceed fifty feet (50'); the waiver provisions of Section 3.07(E) shall not apply to occupied structures in these sub -districts. The applicant has stated that the height of the single family residences would not exceed 45 feet. This criterion will be enforced when the applicant applies for zoning permits for units on the individual lots. B. Open Space and Resource Protection. (1) Open space areas on the site shall be located in such a way as to maximize opportunities for creating usable, contiguous open spaces between adjoining parcels The applicant is proposing eight lots which are similar in size, ranging from .46 to .62 acres. One lot, which will house the existing single family home, is proposed to be 1.94 acres. The units are dispersed throughout the seven acres fairly uniformly. While most of the lot will remain un- improved, there is no designated open space or usable open spaces between parcels. The Board previously discussed this issue and determined it was not appropriate to enforce this criterion for a project proposed at this mid -sized scale. CITY OF SOL i-H BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING _ drb\sub\buckthornprelim final seg The applicant is proposing a 40 foot non -developable area (no swing sets, swimming pools, etc) which will be located along the northern and southern boundaries of the existing lot (the rear yards of the newly proposed units). These restrictions have been included on the plan for easier enforcement by the City. (2) Building lots, streets and other structures shall be located in a manner consistent with the Regulating Plan for the applicable subdistrict allowing carefully planned development at the average densities provided in this bylaw. 9.07 Regulating Plans A. Description and Regulatory Effect Ti.e regulatory text of this Article is supplemented with illustrations, officially known as the Regulating Plan, illustrating the dimensional &,7d design concepts. The Regulating Plan contains basic land planning and neighborhood design criteria that are intended to foster attractive and walkable neighborhood development patterns. Design criteria and guidelines set forth below are intended to address basic neighborhood design relationships related to scale, connectivity, and overall orientation that promote pedestrian friendly development as follows in Section 9.07(C). The Regulating Plan is an illustrative guide; it does not have the same force of regulation as does the text in this bylaw. However, the Development Review Board will refer to both the Regulating Plan and the text of this section in its project reviews B. General Provisions (1) The Regulating Plan shall apply to new development within the SEQNRT, SEQ-NR, SEQ- VR and SEQ-VC sub -districts. (2) All residential lots created on or after the effective date of this bylaw in any SEQ sub -district shall conform to a standard minimum lot width to depth ratio of one to two (1:2), with ratios of 1:2.5 to 1:5 recommended. The applicant is proposing a lot width to depth ratio mostly in the range of only 1: 1.5. One lot is as low as 1:0.67 and only one lot, function as sort of a flag lot with reduced frontage that widens after the building setback, meets the criteria at 1:3.2. This does not meet the guidelines. Staff strongly suggested that the applicant reduce the width of the lots to reach at least the minimum 1:2 ratio. Doing so may be especially beneficial as a means to create a reserved open space lot, or reserved space for access easements to abutting properties. The applicant is seeking a waiver of this requirement. The Board has discussed this and appeared to be in favor of this waiver. As previously stated, staff does not support this waiver. If the Board is to grant the waiver, they should address their reasoning for doing so in a positive motion. Waivers are permissible under PUD standards, but with the clear stipulation that doing so is to "encourage innovation in design and layout, efficient use of land...." Again, staff does not find that granting this waiver furthers the goal of the City nor results in innovation of design, layout, and most particularly not efficient use of land. 2. The Board shall provide an affirmative motion as to the reason for a waiver of the required lot length to width ratio. C. Street, Block and Lot Patterns (1) Overall Criteria: Development criteria within the Street, Block and Lot Pattern section are intended to provide pedestrian -scaled development patterns and an interconnected system of streets that allow direct and efficient walking and bicycling trips, and decrease circuitous vehicular trips. CITY OF SOUTH BURLING TON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final sec (2) Street Design: The intention of street design criteria is to provide a system of attractive, pedestrian -oriented streets that encourage slower speeds, maximize connections between and within neighborhoods, and contribute to neighborhood livability. (3) Building Design: The intention of the building design guidelines is to ensure that new housing and commercial development reinforce a pedestrian -friendly environment, while allowing creativity in design. The subject lot presents a difficult canvas for adherence to these criteria. The 6.93 acres, limited to less than 10 lots to avoid the Act 250 requirements, does not easily lend to interconnected streets or a circuitous road. Pedestrian scale is somewhat achieved given the size of the neighborhood. A sidewalk is provided on one side of the street. (3) A plan for the proposed open spaces and/or natural areas anal their eng,.Jing management shall be established by the applicant. Again, at this time, no open spaces or natural areas exist. No common land is proposed. As such, there is no corresponding plan. (4) Sufficient grading and erosion controls shall be employed during construction and after construction to prevent soil erosion and runoff from creating unhealthy c: dangerous conditions on the subject property and adjacent properties. In making this finding, the Development Review Board may rely on evidence that the project will be covered under the General Permit for Construction issued by the ftermont Departmen, of Environmental Conservation. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The applicant has submitted a sufficient grading and erosion control plan. 3. Sufficient grading and erosion controls shall be employed during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. (5) Sufficient suitable landscaping and fencing shall be provided to protect wetland, stream, or primary or natural community areas and buffers in a manner that is aesthetically compatible with the surrounding landscape. Chain link fencing other than for agricultural purposes shall be prohibited within PUDs; the use of split rail or other fencing made of natural materials is encouraged. The applicant has submitted a wetlands delineation of the site. There appears to be a small wetland in the southeast corner of the site. This wetland and its buffer shall remain undisturbed. The plans have been revised to include a note which states that there shall be no disturbance of the wetland buffer. This includes no mowing and no use of pesticides. Brush -hogging shall be permissible no more than 3 times per year. 4. The wetland and wetland buffer shall remain undisturbed. There shall be no mowing in the wetland or wetland buffer. There shall be no use of pesticides in the wetland or wetland buffer. Brush -hogging may be permitted but no more than 3 times per year. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final sea C. Agriculture. The conservation of existing agricultural production values is encouraged through development planning that supports agricultural uses (including but not limited to development plans that create contiguous areas of agricultural use), provides buffer areas between existing agricultural operations and new development, roads, and infrastructure, or creates new opportunities for agricultural use (on any soil group) such as but not limited to community -supported agriculture. Provisions that enhance overall neighborhood and natural resource values rather than preservation of specific soil types are strongly encouraged. This criterion is not applicable to this application. D. Public Services and Facilities. In the absence of a specific finding by the Development Review Board that an alternative location and/or provision is approved for a specific development, the location of buildings, lots, streets and utilities shall conform with the location of planned public facilities as depicted on the Official Map, including but not limited to recreation paths, streets, park land, schools, and sewer and water facilities. (1) Sufficient water supply and wastewater disposals capacity shall be available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. The subject lot is not currently on public water or sewer. The applicant is proposing to connect to both public water and sewer. The plans have been reviewed by the South Burlington Water Department who has provided comments in a letter dated July 15, 2009 (attached). The SBWD has stated that the water line shall be continued to the northern property line within the proposed right of way for a future street connection to the property to the north. 5. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated July 15, 2009. Where so stated, the plans shall be revised. (2) Recreation paths, storm water facilities, sidewalks, landscaping, utility lines, and lighting shall be designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. There are two easements which exist that connect the site to the property to the north for sewer and drainage. The applicant is proposing a road that will serve as a connector to the adjacent property to the north. This road will be constructed to the property line; the turnaround mechanism for the road will be in the form of a gravel cul-de-sac on the property to the north. Development is expected on the northern parcel and this road will connect the two. (3) Recreation paths, utilities, sidewalks, and lighting shall be designed in a manner that is consistent with City utility plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. The applicant is not proposing any recreation paths, but is proposing a sidewalk at this time. The plans also show a recreation path along Hinesburg Road 20 feet in width. CITY OF SOUTH BURLING TON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING drb\sub\buckthornprelim final seg (4) The plan shall be reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided, with the standards for evaluation including, but not limited to, minimum distance between structures, street width, vehicular access from two directions where possible, looping of water lines, water flow and pressure, and number and location of hydrants. The City of South Burlington Fire Department has reviewed the plans and provided comments in a letter dated August 5, 2009 (attached). He has specified than an additional hydrant sh-nuld be added and the plans reflect this requirement. E. Circulation. The project shall incorporate access, circulation and traffic management strategies sufficient to prevent unsafe conditions on of adjacent roads and sufficient to create connectivity for pedestrians, bicycles, vehicles, school transportation, and emergency service vehicles between neighborhoods. In making this finding the Development Review Board may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Staff finds the circulation on the site to be safe. See additional comments on this matter below. (1) Roads shall be designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. Please see further comments on this matter below in this report. (2) Roads shall be designed in a manner that is consistent with City roadway plans and maintenance standards, absent a specific agreement with the applicant related to maintenance that has been approved by the City Council. The City Engineer has reviewed the plans and provided comments in a memo dated August 7, 2009 (attached). The applicant shall adhere to these comments. 6. The applicant shall adhere to the comments of the South Burlington City Engineer; the plans shall be revised accordingly. (3) The provisions of Section 15.12(D)(4) related to connections between adjacent streets and neighborhoods shall apply. This criterion is not applicable to this project. 9.09 SEQ-NR Sub -District,• Specific Standards The SEQ-NR sub -district has additional dimensional and design requirements, as enumerated in this Section. A. Street, Block and Lot Pattern (1) Development blocks. Development block lengths should range between 300 and 500 linear feet. If longer block lengths are unavoidable blocks 500 feet or longer must include mid -block public sidewalk or recreation path connections. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING _ drb\sub\buckthomPrelirri final sea This criterion is not easily applicable to this application. The development as planned is too small to warrant neighborhood blocks. (2) Interconnection of Streets. Average spacing between intersections shall be 300 to 500 feet. Dead end streets (e.g. culs de sac) are discouraged. Dead end streets may not exceed 200 feet in length. Street stubs are required at the end of dead end streets to allow for future street connections and/or bicycle and pedestrian connections to open space and future housing on adjoining parcels per section 15.12(D)(4). The proposed street layout meets this criterion. (3) Street Connection to Adjoining Parcels. Street stubs are required to be built to the property line and connected to adjacent parcels per section 15.12(D)(4) of these Regulations. Posting signs with a notice of intent to construct future streets is strongly encouraged. There is the potential for this lot to connect with the property to the north. The property to the north is currently developed with a single family home. However, it is of a similar size and could support anywhere from 1 to potentially 15 or more additional units. That property also has an ideal curb -cut directly across from the existing roadway of Butler Drive. As the potential for connection is possible, potentially even imminent, it is imperative that access to this property is properly planned for so that shared access could be made possible. The proposed street layout, shown to the property line to the north, meets this criterion. (4) Lots shall maintain a minimum lot width to depth ratio of 1:2, with a ratio of 1:2.5 to 1:5 recommended. As already stated, the proposed project depicts a width to depth ratio of approximately 1:1.5. The applicant is proposing a lot width to depth ratio of only 1: 1.5. This does not meet the guidelines. B. Street, Sidewalk & Parking Standards (1) Street dimensions and cross sections. Neighborhood streets (collector and local) in the VR sub -district are intended to be low -speed streets for local use that discourage through movement and are safe for pedestrians and bicyclists. Dimensions for public collector and local streets shall be as set forth in Tables 9-3 and 9-4, and Figures 9-8 and 9-9 below. (2) Sidewalks. Sidewalks must be a minimum of five feet (5') in width with an additional minimum five-foot planting strip (greenspace) separating the sidewalk from the street. Sidewalks are required on one side of the street, and must be connected in a pattern that promotes walkability throughout the development. The DRB may in its discretion require supplemental sidewalk segments to achieve this purpose. (3) Street Trees; see Section 9.08(B)(3) CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING _ drb\sub\buckthornprelim final sea Street trees are required along all streets in a planting strip a minimum of five feet wide. Street tress shall be large, deciduous shade trees with species satisfactory to the City Arborist. Street trees to be planted must have a minimum caliper size of 2.5 to 3 inches DBH, and shall be planted no greater than thirty feet (30') on center. The plan shows street trees on the site. The City Arborist has reviewed the plans and provided comments in a memo dated July 20, 2009 (attached). The applicant shall adhere to the comments of the City Arborist. The plans have been revised accordingly. (4) On -street parking; see Section 9.08(B)(4). There is no on -street parking proposed. No on -street parking should be allowed unless the roadway is revised to reflect the minimum pavement width for parking on one side of 26', The roadway as proposed is 24'. (5) Intersection design. Intersections shall be designed to reduce pedestrian crossing distances and to slow traffic; see Figure 9-6 and Section 9.08(B)(5). There are no street intersections as part of this proposal and so this criterion is not applicable. (6) Street and sidewalk lighting. Pedestrian -scaled light fixtures (e.g., 12' to 14') shall be provided sufficient to ensure pedestrian safety traveling to and from public -paces. Overall illumination levels should be consistent with the lower -intensity development patterns and character of the SEQ, with lower, smoother levels of illumination (rather than hot -spots) and trespass minimized to the lowest level consistent with public safety, The proposed lighting is in compliance with the SBLDR C. Residential Design (1) Building Orientation. Residential buildings must be oriented to the street. Primary entries for single family and multi -family buildings must face the street. Secondary building entries may open onto garages and/or parking areas. (Special design guidelines apply to arterial streets). A minimum of thirty five percent (35%) of translucent widows and surfaces should be oriented to the south. The applicant has submitted building elevations which appear to meet these criteria (2) Building Facades. Building facades are encouraged to employ a theme and variation approach. Buildings should include common elements to appear unified, but facades should be varied from one building to the next to avoid monotony. Front porches, stoops, and balconies that create semi -private space and are oriented to the street are encouraged. The applicant has submitted building elevations which appear to meet these criteria. (3) Front Building Setbacks. In pedestrian districts, a close relationship between the building and the street is critical to the ambiance of the street environment. Buildings should be set back twenty-five feet (25') from the back of sidewalk. Porches, stoops, and balconies may project up to eight feet (8') into the front setbacks. CITY OF SOUTH BURLINGTON 10 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING _ drb\sub\buckthornprelim final seg The applicant is requesting a waiver of this provision to provide for a small range of front yard setbacks, noting that the proposed houses would "meet the spirit of this provision by being close to the road; however we would like a small range of setbacks, instead of all the houses having a uniform 25 foot set back. We request a range of 25-40 feet for the front setbacks." Staff supports this waiver as the general intent of the guidelines will be met. 7. The buildings shall be located between 25 and 40 feet from the road right -of --way. (4) Placement of Garages and Parking. See Section 9.08(C)(4) and Figure 9-7. The front building line of the garage must be set behind the front building line of the house by a minimum of eight feet. Rear .Alleys are encouraged for small I -A single-family houses, duplexes, and townhouses. The applicant has submitted building elevations which appear to meet these criteria. (5) Mix of Housing Types. A mix of housing types is encouraged within neighborhoods and developments. Housing types should be mixed within blocks, along the street and within neighborhoods rather than compartmentalized into sections of identical housing types. This subdivision is currently too small for this criterion to be applicable. OTHER The Director of Public Works and the Superintendent of the Stormwater Department have reviewed the plans and provided comments in a memo dated August 6, 2009 (attached). The applicant shall address the questions and comments raised by these two departments. Where indicated, the plans shall be revised. 8. The applicant shall address the comments and questions raised by the Director of Public Works and the Superintendent of the Stormwater Department. Where indicated, the plans shall be revised. The street name originally proposed by the applicant is extremely similar to a street name already approved for use in the City. The Planning Commission has approved a new street name. Respectfully submitted, k�C va n LaRose, Associate Planner Copy to: Buckthorn Group, applicant KREBS & LANSING Consulting Engineers, Inc. September 25, 2009 Ray Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Summerfield — #SD-09-23 1404 Hinesburg Road Dear Ray, 164 Main Street Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax (802) 878-9618 Please find attached plans for the proposed Summerfield development that have been revised to show the proposed City street constructed to the northerly property line of the development. The design corresponds to the previously submitted "Alternate # 1 ". The following is a summary of the major changes made in conjunction with the revised road design: • The cul-de-sac road and right of way have been eliminated. Lot lines now extend out to the 60' right of way for the proposed street. Lot acreages have been revised as necessary. • Stormwater infrastructure has been added to direct runoff from the extended road to the stormwater detention basin. • The proposed sidewalk will be constructed with a porous concrete/asphalt surface in order to maintain the overall impervious cover for the project at the same levels as our previous design. • Sanitary sewer infrastructure has been added to facilitate connection of a possible future development north'of Summerfield to municipal sewer. • Landscaping has been revised to show street trees approximately 30' on center for the entire length of the street. • Grading and erosion prevention & sediment control measures have been updated to reflect the current road design. Please review the revised plans at your earliest convenience and contact us with any questions or comments. Best re ards, Scott Homsted, P.E. Swh Enclosure CC: Cathy O'Brien, Patrick O'Brien 09143\ ltr to ray3 F2MENVIEW BOARD V_ T MB 2009 , PAGE 2 p D Doctor's staff still parks there and police ignore them. Mr. Dinklage said that is an enforcement issue. He felt that six new off-street parking spaces could help address that issue. He added that if the situation got worse, the city can always go back to the "no parking" option on the street. Ms. Quimby moved to approve Site Plan Application #SP-09-62 of Mitchell Schwartz, M.D., subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed 5-1 with Ms. Quimby voting against. 4. Continued Conditional Use Application #CU-09-05 of T-Mobile Northeast, LLC, to install six panel antennas not to exceed 46 feet in height, 1285 Williston Road (LaQuinta): and 5. Continued Site Plan Application #SP-09-55 of T-Mobile Northeast, LLC, to amend a previously approved plan for a 76,630 sq. ft. shopping center. The amendment consists of installing six panel antennas on the rooftop, 1285 Williston Road (LaQuinta): Mr. Belair distributed a testimony from„ the person who took the photos explaining how he did it. Mr. Stuono asked whether the applicant had considered using the Vermont Federal building. Mr. Hall said they had, but it is already too c '6'wded. Mr. Stuono said that at some time in the future the question of visual clutter should be considered, since utilities will probably be underground. Mr. Dinklage said that state indicated that "never again" would they underground utilities after the Dorset St. project. Ms. Quimby moved to approve Conditional Use Application #CU-09-05 and Site Plan Application #SP-09-55 of T-Mobile Northeast subject to the stipulations in the draft motion.Mr. Farley seconded. Motion passed unanimously. 6. ontinued Preliminary Plat Application #SD-09-31 and Final Plat App on #SD-09-32 of Buckthorn Group for a planned unit development to subdivide a 6.93 acre parcel developed with a single family dwelling into nine lots ranging in size from 6`.39 acres to 1.96 acres, 1404 Hinesburg Road (Furlong property): Mr. Dinklage said the Board has to deal with the aspect ratios of lots and come up with a decision that is consistent with zoning regulations. Mr. O'Brien reviewed changes made since the last hearing. These include: 1. Reducing the width of the road to 24 feet (from 26 feet). This still allows for parking on one side of the road DEVELOPMENT REVIEW BOARD 1 SEPTEMBER 2009 PAGE 3 2. Houses and driveways have been removed from the plan 3. They have added notes regarding restrictions to lot #8 due to wetland concerns 4. The Rec Path easement is shown along Hinesburg Rd. at 20 feet wide 5. They reduced front yard setbacks along the new street from 30 feet to 25 feet 6. The cul de sac island will be curbed 7. The gas line has been moved to the opposite side of the street 8. They have added notes emphasizing the 5 foot separation between trees and water/sewer lines. 9. The 2-foot grass shoulder has been changed to gravel 10. They will use new LED lamps, if available 11. They have widened the storm water easement to 15 feet to insure access for maintenance 12. They have met all of the City Engineer's requirements 13. They will build the water line to the northern boundary within the future 50- foot right-of-way . 14. They have satisfied the Fire Chiefs request for ayhydrant at the project entrance.4111 Mr. Homested said there had been a concern regarding the capacity of the ditch to handle storm water overflow. He said they did topography on the ditch line. It is fairly shallow with a 1.8-2% slope. They feel there are limited flows, so the peak flows can be accommodated by the ditch. There should be less runoff than exists today, which will be an improvement for neighbors. Mr. Dinklage asked whether all runoff from lot #9 will go to the pond. Mr. Homested said it won't. Anything south will flow as it does now. Mr. Dinklage asked ;i�'it is possible to modify the ditch to capture any more runoff than it captures today. Mr.'O'Brien said he felt they are already accomplishing that because their grading plan takes water into the treatment area. Ms. Carter said there is a very low spot where water will sit, and that should be graded so water doesn't come down to their. property. Mr. O'Brien said they feel less water will get to that point. He added that you can't force water from that low point. Mr. Dinklageasked if the ditch will be deepened. Mr. O'Brien said it is not on their property. Mrs. Carter said it is a `desperation' ditch that wasn't there when they moved in. She felt that if the spot where water sits could be filled in, it might drain better. Ms. Kristiansen was concerned that this will now become an "official ditch," and it was only dug to save their basements. Mr. Dinklage asked who will maintain the connection to the property to the north. Mr. O'Brien said that would be lot #9. Mr. Dinklage questioned the justification for approval since the lot width ratio doesn't meet the regulations. Mr. O'Brien said he couldn't make those ratios work because of the slope of the land. Mr. Knudsen asked why, even with 9 lots, create some larger lots DEVELOPMENT REVIEW BOARD 1 SEPTEMBER 2009 PAGE 4 and shrink them further back. Mr. O'Brien said he was trying to conform to the existing neighborhood and mimic what is already there. Mr. Behr asked what would happen when the connector road is built and the cul de sac is removed. Mr. O'Brien said they would then be just a few feet short of meeting the ratio. Mr. Dinklage said the incentive to force lots to be consolidated has been lost, and this doesn't accomplish what the city hoped for. But he was persuaded that this plan is the better approach given this lot and this time period. Mr. Conner said the goal for the Southeast Quadrant was that in exchange for open/agricultural areas there were to be more compact developments, but because of Act 250 that will continue to be a challenge. Mr. Dinklage asked what staff recommends for bonding. Mr. Belair said the regulations require the street to go to the property line or for the applicant to contribute to the cost of the road. The regulations don't say how much the contribution should be. In the past, the Board has required the road to be built to the property line. Mr. O'Brien said they would like to contribute the 50-foot easement to the property line, including engineering work which they have already done. He felt this was more practical since they don't know what will happen with the adjacent property. They will build the water line to the property line as well. Mr. O'Brien said they were told that the cost of coming off the cul de sac with an intersection would be between $90,000 and $100,000. The cost to rip up the cul de sac would be $112,000 to $130,000, That is a concern to them. Mr. O'Brien said they are trying to come up with workforce housing, and if they have to build roads, they will have to raise prices. He felt it was unjust for them to have to face a $100,000 burden that will benefit only the neighbor. He said the just thing for them would be to contribute the right-of-way and the engineering. Mr. Dinklage said the regulations require a developer to provide the infrastructure. There is a possibility the development to the north might not benefit from a connection, but it would be derelict if the Board didn't require a bond. Mr. O'Brien felt the cul de sac could be a traffic calmer if there were units built to the north. Mr. Dinklage added that the island could be effective open space as well. Mr. Crane asked what happens when you add 15 units and put more cars at the access which is already overburdened. Mr. Behr said there are pros and cons. Mr. Belair noted that staff could decide to send all traffic out via this development or could require an access to the north or some other option. Ms. O'Brien said that is why they feel the neighbor would be benefiting at the O'Briens' expense. Mr. Farley said he prefers option #1. Other members preferred option #2. Mr. Knudsen DEVELOPMENT REVIEW BOARD 1 SEPTEMBER 2009 PAGE 5 said he would favor bonding for half of the cost for 5 years. Mr. Belair said the Public Works Director prefers option #1. Members agreed on Option #2. Mr. Belair felt the City Engineer should determine the amount needed and then require half from this developer. Mr. Stuono questioned the burden on the developer to the north who would have to build an access to the north. Mr. O'Brien said he wouldn't necessarily have to build an access to the north. Mr. Conner said the challenge is that planning for this part of the city discourages cul de sacs. What is proposed here would require a waiver, and with the property to the north another waiver would be required, and the city wouldn't want 2 cul de sacs next to each other. Mr. Dinklage said the ideal would be to close this curb cut and force all traffic to the north where there is an intersection. But this would require a very long cul de sac, which wouldn't be good either. Members agreed on a 5-year bond for half the cost as determined by the City Engineer. Mr. Dinklage felt they staff and City Attorney would need time to draft something that makes sense. They would have to take'into' c6nsideration a trigger to pull the money fiom the bank, a trigger for returning the moneyf there is no final approved project, what to do if no connection is required, etc:: Mr. O'Brien said the neighbors to the rear of lot #9 want the pine trees planted by Furlong to be removed and replaced with 8-foot evergreens. Mr. Belair said staff had no objections. Ms Quimby moved pia continue Preliminary Plat Application #SD-09-31 and Final Plat Application #SD-09-32 of Buckthorn Group until 15 September 2009. Mr. Farley seconded Motion passed unanimously. 7. Preliminary Plat Application #SD-09-35 of F & M Development Co., LLC, to amend a preOogsly approved planned unit development consisting of. 1) 383 residential units in'seven building, 2) a 63 unit congregate housing facility, 3) a 4,430 sq. ft. expansion of an indoor recreation facility, and 4) an existing 16,000 sq. ft. television studio and office building. The amendment consists of 1) razing an existing car wash and television station, 2) constructing a 24,800 sq. ft. 2-and 4-story addition to contain 28 congregate housing units and 3,000 sq. ft. of social service use to existing 63 unit congregate housing facility, and 3) constructing a 48,500 sq. ft. 5- story multi -family dwelling to contain 43 dwelling units, Farrell Street and Bacon Street: Mr. Farrell said he had some meetings with abutting neighbors and will present something of an alternative that came from those meetings. He then reviewed what is 1 Easement for temporory \ turnaround TO orary pervious 90� turnaround until \�I connection through I adjoining property is 50\ complete. `I > IC.'r, ti� A I� \ New rip rap in/et. i I See detail. 9 — — — — — — } sT j — -391- 596 � I _J � I I I I iI I M Dry Ddtention Pond 389.5x Lot 440 landscapeav ec,em-ent for the benefit of -the City 39 3 of South / l� f / / �I \ —_ _ ' / 3gq 3 p� �\ _ Burlington. / / �/ l "_ / / e w ri _ ii 5 + \ ro inlet. �� % \ ee detail. 0' 30' 60' BAR SCAso' Underdroin Mirofi 17ON subbase and outlet to doytigh t. Temporary Pervious Turn aroun d Cross Section Detail N. T. S. 0' JO' 60' 120' /80, BAR SCALE L ondsccp oq Schedwe Common Nome Scientific Nome Code Ovan fit Cdber Symbol_ Unit Cost Tofol cost Autumn Blare Mople Ace, x freemonii AM 15 ?.5-3' Ar O IJ00 r4.500.00 P inceton Elm U/mus omericono Princeton' Pf 5 25-3" O IJ75 f2.250. 00 Rives Bich Betulo Nigro RB 23 25-3" O $240 $4520..00 croon to be pruned os diecled Dy c i/ec(- do no/ see to be ... wul (eod ' e/ plumb �\ \ da. Fen/ cod ruDOSe� 1 pw y /w�dscope so.' sauces pmnl:�q miwlure� Fniyr pipoe \ 6" compocled p/wr/nq m:,lure Cfirs/na subgo -Guyng mo/wrol (Cuynp eire. J pw Iree/ 7 e /ransi(nn _. Shredded best mulch. .3" mn. Oep(h — Cr ono remo.e any ebe, /ram rpl/ bu,j Dock (D 1�J o/ oolbae be/we bock/d/nq, unhe rope van (rank 1-7 tuppwl onchw Nole: Remo. oe non-N. q ,;db" —Il bl ham ~ P"I Tree P/ontinq in Londscope Defoil K r5 t Power Pde -�L1 Surroy Control Point I Existing hytlionl o concrete monument 'I O Iron pipe — Drainage flow I I tl 3377.5 Finish grode spot elevation Sign II Light post _ - - Approx Properly Lh e Exisl(ng tree lme — 330 Ex/stmg Contour I 1 - - - - 33e - - Proposed Contour 1 . Exfsling /once I� 1 blds f Elevations ore based on on MAW 88 datum. 2 Me /ocolion of underground ut Y7les fs not warranted to be exact or complete. Contact DIG SAFE prior to any excowtion. 3. This plan is in no woy a boundory survey. 4. House and driwwoy locations and lot grodxng plans are shown for Mustrotive purposes Exact locations of houses and *;vewoys may wy exlendee swh cammentr awh Cho Subtolol., $12.270.00 Design swi L cndscoping P/on VT saes Tax 6x f 736.20 Drown slit/ _ WRI'ston soles Tox Ix $ 122.70 Checked TOTAL: J1.9121990 Scale 1" = -To SUmmerfie/d NOT,'.- Londscoping plop and cost estimate developed by Brfon Mitchell, Commercial Manager of Dote uidy 7 2009 Gordeners Supply. Tree spacing along Summerfield Lone sholl generolly be 30• on center while mointoining Project 09143 1404 Hinesbura Rood necessary seporotion from underground utility services KREBS & LANS/NG Consu/tine* Engineers, Inc. FPermit ReView /64MainStreet,Co/chesteA mont05446 MM Typicol dro1noge swo/e. See Plan Removable square cost ion grate l4ew or location. vole to how in welded 3" x 3" x 3/8" angle 80l bottom, see site plan /or iron frame on 3" x 3" x 3/8" width. Side slopes !o be J.• 1. Use high strength angle iron Legs. Provide 4" clear Nm rp1�;a pay ounaed a/o /he 2 6� non -shrink grout opening a// sides. Contractor shall 9'yra°maena.rey 6 - submit shop drawings far approval orlxnad a webed to / each Ohm wbmw sh W Top o/ pond oro,,:rps /w gopioroR J 4 /ale/ 392 75 25' x 23' earn W11heal i ___"""" v. y • • St� / 1 (J), ♦•orifices ' I'diomsfer ° a�i <e•--- --__________l, ___ .. `'... cored in c-crete ♦•PlC 35 1n. .le,. J917' Gross Swale Cross Section -_—_. .. -_ Non corioslro mesh rxrxed 19 the paste T•w T• _- N.T.S. 1 mesh rpxirp Subm!/ shgD New Qllb/ Slr-lure 1 � b,rhpt /or app nX I" PYL' SOR 35 wllA As shown on n L8" hale cut m and pl capwith I.:ioCe 15• HDPE Trosh Rock Detoil 1O Inv. e1ev. 389.5' . \ --- - - Nol to Scale I r 95 18 su P ice/ 05' -eg _� Ir- L 2' _ _ ° 18• sump • Flexble Poo s/ee-A ,�,e - •y cos/ In plot, or pressed o - _ ------ JO' - gasket /or al/ pile - - m- - xx a penetrations E istmg ground - germonl Slate Standards ), )x�' ! °` . •o . ° °` , < MiroR 140x Two / rip rap _ _ �,( ° mil 12" or I compacted Emergenc�S ip //wov Detoil -_ end -- --- N. T.S tec/kn e Dry Detention Pond Outlet Detail Stormwoter System Mcintenonce Schedule 1. The slo,rn oler system is comprised of wry portion o/ the site that directs or conveys water. T Catch basin sumps should be inspected regdwly and cleaned as required J All ditches and swales must be inspected requlorly and repaired os required Special attention must be given to winter time Ice =;Nons. Catch Basin size Max. Pipe Diameter Y do 11 _ 4' did 74" _ 5' did 6' Frome and grate, LeBaron LF248-2 or equal. LeBaron LK120A if slope Me colch basin size shall be /roger than Indcoled in the odlocent chart it the recommended number of pees penetrating the catch bosrn is exceeded is greater than 5X 5/gae = 2X min. FLtirh pea°" slops fo otrom ---Cost in place concrete riser. Use class B concrete B" �.'> :.• o•' ($500 psi) between cost iron frwne and precast 7 O •1 concrete cotch basin • v See char! -" Catch bosin by Comp, Or/swold or equal. _ -.-.._ - ASTM spec C478-88 - 4,000 PSI concrete - Sleet reinforced to ASTM Specs - AASHTO H-20 wheel two Booted Moslic, O" ring -- connection or buly4 rope. BLo Flow Monalilhk base - � 14"be First joint shd/ higher thanSumpinvwl out e/e-t-jL/ • a•� �,� r 6" min, / / / / /•/ J/4" !0 1 7/1" crushed clone Undisturbed moteria/ _Typical Cotch Bosin NTS Or2' _ Pawing to match a &MF g Slarm water lbw-- - TI• deep stpro fort The Come -/or shoN be Rjxap, lot Ipe ("03) resp-sole /or rnmplying with OSHA - N75HA pad unpoed mpind s/' f/ y reguldt s- _ / 1 Macon JB19X /oWlc Bock/9/ material Mae .9.5.!` 90X E anal, anal to tat -i n_li _II fjr Canloin no stones greatersipnobrd J• iI standard N �• ___ At s/rown wn p/a_rst _ than dlomeler, ne /eaten Jumps, cloy or-crpg_ytYLaa, - proctor Proctor organic molenol. ' Place in 12" h%ts and - tamp-/ os 31dico/ed .e Pico/ 5i_? Debit J/8"to J/4• crushed clone Und's,urbed moterld—�_ •' 8 ��� i HOP£ SIW- Tjp;co/ storm Trench Dews NTS - cwrn W mlk. HOPE c Reb/arced edge o D Toe trough m1 stainless /leer RECEIVED etd lhreodsd fosterer tali, � Allrrnals Conneelbns AUG 2 8 2009 ,,no aBa;r1-s shoN be ins/awed In -cordonce with the moms/bchirers inslnl/otlon speci/icollons _ VOWIA" Connector section c B ! Toe trough Craw Sec/ran HDPE End Section Detoil N. T. S ft. Obme/e Dkm sions A B C D M_ , , W, 10 42 14s JJ 6 11 11..5 JJ a 15 :T 1 19 J4 6 IB 49 22 43 6 T4 59.5 TB 4B 6 JO !IB J6 6J5 6 J6 4 1. C_mwlirg I-glh o/ too/Igo (L) Shaw be 75 / f or Iess. 2 d downspouts are used the canNbu,09 too/lop oraa to o downspoul show ♦rot erceed low se, n. J. Me length o/ the dscmnmfkw area must be egad or greater to In, conlrbuling roo/lop length. 4 Downspouts must be 1-oted of /cost 10 /1.. from the nearest inperob s tor//ace. &,7dmg Roo/ 4 ll 1 1 L �ll ll - Disconnection Area' Slope less Ihon or equal to SX City of So. Burlington Disconnection of Roofbo Runoff Schemotic NTS For Permit Review Design -Swi __-_--- Stormwoter Detoils Drown - SW/ _--- ...___ Checke(, Score n.t. r Summerfie/d Dote Ally 7, 2009 AR, 1,8S & LANS/NC Consulh'ng Engineers, Inc. C-5 l64 Alain Street, Colchester, fermont OSA46 ©JI NOTES- 1. The location of sewer moms in relation to water mains shall be in accordance with the Recommended Standards for Sewage Works" so -tolled Ten State Standards and Woter Supply Rules. 2 Sewers shall be laid at least 10 feet (30 m) horizontally from any existing a proposed water mom. The distance shall be measured edge to edge, /f this distance carnal be obtained, then the pipes shall be installed according to CPR, Chcple, 1, Append. IA, //a 3 18" (457 cm) separation shall be maintained whether water is over or under sewer. // this dstance cannot be obtained, then the pees shall be installed according to EPR Chapter 1, If& Woter main 18" min. (457 cm) O z Sewer (sanitary ar slam)eect bockfdl compacted in 5" (15.2 cm) foyers-95X standord proclor density. Crossings. - Sewers crossing water moms shall be laid beneath the water mom with of leas/ 18 ruches vertical clearance between the outside of the sewer and the outside of the water main. Wren it is possible to maintain the 1B" vertical separation: 1,) the crossing shall be arronged so that one full length of sewer is centered above or below the woter line with sewer joints as far as possible from wafer joints: 2) the sewer ppe must be constructed to water mom slondards /a a minimum distance of 20 feet either side of the crossing or a total of In, -pipe lengths whichever is greoter,- s) the section constructed to water slondards must be pressure tested to maintain 50 psi /a 15 minutes without leakage prior to bockfd//ng beyond one too/ above the ppe to assure water tightness; 4.) where a water main crosses under a sewer, adequate structural support shall be provided far the sewer to prevent damage to the water mom. - Sewer / Water _Separation Detoi/ --- 700• max. 4' min. service lateral _\ Provide c/eonouls of 45°bend _ 100' min, see detail mire, 45°wye- cover Distance to rory with depth of sewer service 6" service = 12" min. " +� 4' service = 11 min. — -Slope 1/4 %ft. unless otherwise noted Undisturbed sod -� - Bedd'nq material to be hood compacted Sewer maim -- l0 95X stondad proctor(mint) belare placing lotero( or use Class C, concrete (2000 lbs.) See trench delod Section PAVF,ICNr povsment Volve cover marked Sewer" or Storm' according to use. 1.-. Cost iron valve box ml top or opproved equal Fiber pocking between ppanal vn/vr box. 4' PVC SOR 35 Wf t7sew� Buddng service e/ended 10• post/he right of woy m!o the lot. Copped and witnessed4' min. buddnq service mom P/on Buiidinq Service Connection N T. S //ow CROSS COUNTRY Woledight cop marked c/eonout' 1 45' bell and spigot elbow (4') PVC SDR 35 `45' we tar m line c/eonouls (5' X 4") 45• bell and spigot far terminal cleonouts (reduce to 4") Sanitary / Storm Cieonout Detoi/ N T. S D+2• 1 paving to match -atmg Contractor shall be ce r spa bte for comp/yig paved unpaved mound s/gnt/y with OSHA - VOSHA regulolians Y Bock/all molnfol shall '; 95X 95X amain no stones greater sfdndord stand -VI Don 3" m diameter, no proctor proctor ^ s} trot., Jvmp; c/oy or � o Organic mote ,W Place in 12" tilts and .t compact as kokoted %( E h 318 to 314' • p — crushed stone - + •' 6 / - PW SDP 35 san/tory Undisturbed moler/al--._ - �. ender and services Typico/ Sanitary Trench Detoi/s N T,5 Frame & cover Finish grade Neenah RC 266 slope to dearer L eboron LC 266 or equoi Cost in place concrete riser. Use class B concrete 6" (3,500 psi) between cos! -- iron frorne and precosl concrete manhole / ASTM C478 Precast reinforced concrete manhole and cover Provide cost in place ---- steps. by Comp Precast, Griswold or equal Use palypropyiene 112" plastic rungs with J- ---- O Ring gasket or Mosfic 112" grade 60 steel 4'-0" reinforcement or equal - Do not mortar inside face of manhole. --Manhole shall be vacuum tested v° ,° while lowest pint is still exposed Asphalt cooled ----- - - -_ °e -Cost m place or press -seal \'• ° gasket lar all pipe penetrations. 8" min. C/oss B concrete or --- _ _ _ •' red hordened brick __ ° • shelf and krverl f/k •�ff. ' . Flaw -- / F/ow - / O4-3 �" 12, min. O u O , Monah'lhic base section 1 --314" to 1 112" crushed Undisturbed molerinr - Refer to plon view tar compacted stone /acolion of pees and inverts. RECEIVED AUG 2 8 2CM9 City of So. Burlington Typicot Precost Monhole M. T S Design Swi Drown _.SWH Checked Scale -n. ts____._. Dote J ly 7 2009 For Permit Review Sanitary Sewer Detoits Summerfie/d irREBS & LANS'/NC Consulting Fnganeers, Inc. >6A A fain Street, Colchester, Vermont 0"4e _ C— 6 Genero/ Woter Moin Notes A# roll, /i/, ever rMe/ed wart /a be wfw~ kr pcwobpe with the Cnomplah IbIM Disf,kl Sp-Micabb and Delob /w the heloo lib" of Able, ma and AA-t--.- he"e/lh the Teo Spec//k:orkpn:' All domestic services ono' fire sprinkler Al- that ore connected to the public wafer system shall be protected ,cc-d;nq to (heir degree of herald, with o bock/low proven/ion ossemb/y, and on opprop6cle Thermo/ a pans;on system. P/wee conlocl this deporlmm( /w more ml mofian w bock#-, P .1-Am wires. The CAO Speci6colims ore applicable to all new cons(raclix and recanalrucfion of vole, m/raslzchint kbriolu/ram the CWD specifications will not be ponnilled orlon/ of provided within the Chont ;-Xconon The opprpr%ate CHO Supl,ws- - N#ned in the cW "-;/k:of;an, end/ de/ermine the-walabild, o/ on, dedo/ron from those s 'bco(wn P';w/e ono/e, #nee and o".'t-ones shall be desi9nM to the s standards cis publx role, Imes and pp-l-mce" All vole, ;-sf� lion work cad voter a;,...W;on moll,id must compty ,i" the CAo Spwifi-lim Detoils farlh;s pr Vic! must ee the some cis /nose within the odaro re/l,wced CAO Sp-iiicolian. The Prater/ shop aw pnsfr✓c/eq completed, mo;nfoin,a end Mated in-c-dmce with the pii-od plans. No changes shill be mode in The proacf with,,? the wiiffm pprow/ of the panic-1, CWO-pe,ris-. A copy of the Mal apa-d plans shd/ be -emitted Prior fo cans6-6- of fne wafer s,ofem improwmenrs. me above , i weed sore sowi/irolhns :role that no ,ore, limas amain be msrp#ed one, November 13 - bets April I wifho✓f prior aprowl o/ the S✓perin(ende 1. The ppropriole CAP-pe,visor moy rorti-1 l work be/ a it -be, 15 and one, Apr# 1 W,;ng s-- weoM, -oil;-, The prper(y owns, would note to p,ovd. access 10 Ine Oworlmenl /- In° mews of anC,r(d;nq -I- dslribufion emergency r "its and m,mlenonc, cis "lows by the Ci/y role, ordnance. Access -Id also hove to ee provided to Me Oworfinenl /a, those curer slaps tarots outside the City ROW / discannwling service to dW,rwen( -1, provided that the City o/ South B-11191an fd/o., the regvk-Is set Aelh in Slate Storule T,'/le 24 VSA. Chyle, WY.. Unit-m able, and Sewer O/sconn-I Finch and sir -inch Pipe she# how no less than 7 brass wedges i"lo4ed of wch purl. Eignf-inch pip° shall have no less Inon S wedges installed a/ wch pint The So fin 8udm9ton Wole, Deportment o,dinonce stoles that Ali vote, lines and pP„Imonces not locals in the all righl-a/-roy - public gr-ne, .all be -,,*., s pnwfe pursuant fa Ine ordnance and otne,s of the city, one, The Deportment sh"l nor m-intoln any vote, l%nee that now not /-molly been -creak by the City; .pep! / subdi"'sims ln,l ore designs to Oiaonmen( specifications b d ore inlenaed to be -VIed, ova' All role, lines and ppurfenoncer /owes within m w so designols as ieskirls a, priwle by Ine Ww/pe, moll be -iiA ed p,;we.lDer /lit,-!cal/n In. South Burring/an orb/l, D-fivenl none wpllcs overseeing Ine repair and o✓r(en,hc, of ill wall, moires and ppurlenances o/ tram in- mains -1 /poled m Ine ROW - doeowd over to the city ope, forma pprowl /I must 6e "oenlood lhal this Dee-Imml weld Mir pia ov the service o/ overese/ng the ,pair and maintenance o/ all wale, inand pourtwonces no, we hove mpw/s and -wd the installation of the wrier mom and -ire lines 6epnd fne City owns lac./hi- the lob- rot. w-Id be In, s ' approved in Mmen e Monoq f C-1-1 by In. Chomwb ploin f- District and I" City of South B✓ hglan, revimd mnu"iy Tree above rof-cs lobar and malaria/ chorges on, in odd;tom la my Me r ,ed uno, the South Burlinglan Moll, Dep-lmenf Oldln-c -ch cis but nor lrmifs to priwle tire hydr-fir and prink/e, systems. At this time private fee Iyw nI, a assessed of 1100 Pe, hyyrant annual / ,, and /k. sprinkler n/ems -e as ..... d sJ0 ammo/ly Gore /ws ond curb sips /side the City ROW must how o obrronly Deed his /- the South Burlm9fon will, Deporrmwl to gain pc en to, perolion in emergendes and to, disconnecting son a I. dwinaven, p pots provided fne City o/ South Burlmg(an follows the rep11-Is eel froth in the 51,10 Statute rill, 74 VSA. Chaple, 129, 7/ni/cam sett, and Sewer otic-nwl Pre So✓M Budni lan eofe, O artmenl # I r h plans this rho D• sent o hj u e cad copy od in I ( s vtsw ep any os�O s 9 project f ,e F✓fura pions mull hcl Ce Wlo! and spxi%cofians spurs ;n the -Dow referenced wwi/;calrons. Pr/ to a,, b✓#ding cans/ruc(ron, /he b✓ilding canI-tl must con1-1 In, Sau(n 6-Mq/m able, Ow-Imenf to "sc✓ss City nepi-mis /or marl, '/ring, male, selling" and backnow prewnlion. The swlh aviiingmn Mote, Deporfinent shall be "lined in advance tom pert of ech-kal joint n'/fmgs, rarn line tons. pp-l-once" M-1 block" wale, /me cross/ gs and listing pr;c, to pcurr - - Dock/riling 11 is o vidol;on to d/rch-ore chlorinated earl, mIo wafers of the Store. All wore, used Wring Awning and testing o/ the new main must be decnWino(s prig, enfvi-nq any vole, 01 the slate After final /2shi r9 and bete In, he. will, main is connects (a In. dish -✓lion ,.I - Iwo -iNor "Is of pcw106/0 sample" fden at least 74 hours port shot/ W cdlwted ham the ne. mom, and-bmilled 10 1., ✓---f lot"n Deportment / moon;... At leas! an._I of samples 'non be calfwfed ham .roY I.. I .f the new wall, mom, pins on, set /rpm the and o/ the line and of / sr me set harm awry branch. All sample reports us( be s✓bmifted !o the pp ,lot. Depot/men! Prior to aomnq any cmnecfion to an -afinq cafe, line. Upon ca-p/efion of Ih, emst-ban p,opcl, 'W -d D-wings' shot/ be-Ppli°d to the ,pprpr;a/e CWO --vino, in the roan of one (1) hard Cap, and One of-li- c copy lb Verson 7003 F-mot a,news, Rec-d Dmeings ore to ;-/uW wive I!- and-ioclure, make and roslln9 Wfr /" al/ gar• wives Ipolian lies /- all curb sips and water shut a//, (WSO i) shah be prowded - ?he Record Oro.ing.. All vo✓ves shd/ be AWWA approved monu/ochxed Dy Mu,Wler, C/ow w approved equal A# rotors shill be pen counle,c/ockwise. Provide re#ector n accordance with AA -pat Standard Breokowoy thiusr b/°o (see aster) 4•-0" min. Cote varres Shaw be A.W.W.A. C 509 Slondord Gote Volves with mechanical mints of sizes as log ked on the Plans All volves shall be of cost or ductle kon body, parallel brass seats, non -rising stem, inside screw, resi"enl wedge construction with 0" Ring Stem Seals AB valves to be equipped with a valve box for a minimum of 6 feel (6) of cover material. The gale valves shell open counterclockwise and be designed with a 250 psi standard working pressure roting. Cote calve shall be mode from corrosion resistant materials, and all valve bolts, studs one nuts sho/l be mode from corrosion resistant moleriols. Finish Two Piece Slide type east iron valve box. Minimum 5-114" inside Sher/ diameter All wore, ure and .,World work to Ds Ol,/wmsd in pcwohnca with the Chomp/an water District speciricoli°ns and Delo7s le, the Insfallphion o/ Wale lines and Appurtenances " The Cmtr=tw shore confirm hydont specifico(ron With 4lun/cpd'1y before ordern9. Hyaranf shall De accordance with AWWA C-502 J-way post fype breakaway; Mua/er S.P" Centurion 250, A-42.S Kennedy cuwdron x-81A. or Wolwous P-' with Iwo 2oi"hase norms and one IV" pumper mottle. Secure button bog oven hyaranl -10 placed No -ikr,. Adprsla6/e cost iron wl"r bar with cores morked wall,' /ypicd eb valves F 0 b • 6' 0, c/52 wale rampaged grow/ Worn mom Cost iron cover marked "Water" 6' min, cover Wafer main `-Crushed stone Undslurbed soi thoroughly compacted N07E : 1. S.- 1.1ptAws ro wile, moms shd, be in pc -dance with the recommended standards to, sewage works w-rolled len sl,fe standards 2 Sewers shun be laid o1 least 10 feel hot/ran/ally ham any rising or prposs snit pin. me distwce shall be '✓red edge to edge. If Ih/ piston c not be obromM, Men the pipes she% be insteps_. dirt' fo these lyp. W(a;ls. J All wafer line and related work to be per/ med in --d- with In 'Chomploin hbfer Dislrk/ Sperlikohans and Details / the 1-follclion or #'afar lines and Appurtenances." woler Sect b-kill c-,acled _ - 5" Wcl#e ;roh -fir, 6' I ,w s-95X Wandwd IB min. (Noss 32) s once p,pf- density - O O Sewer Sewers crossing wafer moms :hall be /aid /o "o.ve o m,nkn m -1ka/ d;sfm- -/ IB" between pipes. Seie, pines mil be eWidist-I and as /- cis possible from Ine w(e,moin taints Ism it is impassible to obtain pipi, 'Vivahm, the sewer she# be Wsigns and anstmc(ed equal to vole, Poe and shill be plea -re lesled to PJsure walnNghfness prior to bockAr"n9 Sewer / Wafer Separation Detoil N. T.S. Resilient -Seated Typical Gate Valve Thrust block N. T.S Existing wafer main A'3'�: ll woler line and related work to be All water line and related work to perlormed in accordance with the Champlain be performed in accordance with Wote, DiWricl Specifications one Details to, theInst Water .Imes and Appurtenances, the Chom loin Woter District henceforth the CWD Sped%Cofion. " henceforth the Specifications and Details for the .Installation of Woter lines and .O Appurtenances." Stainless steel lopping sleeve shd/ be Powerseol Model 3490M✓ Stoinless New 8" water seq � / / with mechanical ' in Stee to reeve calt PJo outlet, or approved equal Contact Champlain Woter District and Wet lop shol/ be installed by persons the Engineer 48 hours prior to top. opproved by Champlain Woter District Retail Division and the Engineer. Twicol Topping Sleeve and Valve Fire hydont assemblies be// crnsist of on anchor fee or o Swivel Join( Hydanf Tee, o six nch RW 9o1e valve the pri priet. length of 6' Ill Pone secured to the gore role, with the appropriaterel.hl, 9/-&L the file hydrant, and ppraornle thrust D/pk. Alf hydronts shd/ meet CWD JP_",Dt_s and Jhall be P4/99ed prior to msta✓l/fin, #bi--. lxe hydrants must be installed with o '8os1m o perotng Nut " earth, 10kof Concrete thrust black on undislurbeor molerid thrusf D/Ock Oet.0) _'"I'--•. __.. ---5- --5 inn3q o/ J/4" sfane Hydnnf lee AllJ7" hydrant dions shd/ der vWM. I be be pl,manmrly pugged 1. Contractor shd, �ONbe use 3 mil or 1h one P K / song Ions oP wall, /na between con to and et bends and elbows %Yln9 (IypkdJ 2 A// M✓ elands shd/ be 'Negeug' be approved ,0✓a Tjyieo/ hWront Detoil J --car jbnrs resbonls with fwrsf all nuts shd/ be EBAA or NT5 sigma Der approved equal All water line and related work to be performed in accordance with the Chomploin Woler District Specifications and Details for the Installation of Water lines and Appurtenances, henceforth the CWD Speci%cation. " Nafes I. A thrust b! k shd/ be, /nafarNd of an water morn bind; end caps and tees 7. Precast thrust apks we NOT acceptable J Use 40e9o-Lug raonl, gloves or aW aflhgs /f _ ]LLI w ofbeo-9 an o%nsrrfn section Und;a-bed wrfn Elevation Anchorage of Wives I N hinted jbit resliOt Is Wln /wbl o mils sn✓•. us E&1A. w wd - J/ - 1 )/7" stone t'se ml,p-/uq Sgmo gyro .qud miners 7 -Minimum o e /✓// len'lh o1 pipe J/l'-I 1/7" Undisturbed so# Crushed stone Bur;s� le .v/ro with c refs support / and a o, (se' gore whe delay above) - 6' (157 cm Pup Jm to /ranch ro und/s(.' (flPica/J-- ll b sail- rbeve/Dood End Reducer Undis✓rbed sail-` Nofe: Phone J mil. (mJnim✓mJ Pal --I. Shea eel,., all cancre/e F,ua blocks and p%Pe/w Filings /o prawn( no concrete shd/ no( co r bolt" etc. of fiffin9s.w Un0'slurbw so# TN 90'.43', 22 W'. or It 1/4°e.+W Minimum Area of Beerine Surface of Concrete Thrust Block (in saucre feet) J" 4' 6" B' 1 17' SOIL CONDIVwrOr SAFF BFARuvO losses/ nY rem Or he 0.5 05 0.5 05 0.5 1.0 0.5 05 10 1.5 to 05 20 25 13 "a 40 53 JO J.3 5-red rn"� 10,000 10 !.0 IO OS IS 70 JO errs JO 4a 70 !.0 I.5 6.3 J3 70 100 JI.O r5 40 I sand 4.000 1.0 1.0 J.O 03 70 0.3 J.5 1.0 JS 5 0 JO J.3 6.0 6.5 3.0 73 JJO 1. B3 too 30 corn ocl sod A000 15 75 15 11012.5 J5 20 10 53 75 4.0 7.0 9.0 fJ0 70 J. .027515080 be um c con 2,,000 J. 4.5 75 !.5 5.0 70 4.0 70 103150 BO 40 IB075 14.0 r0 J9. 33.0 0015.0 Soft Noy 1,000 uc..mwm car« pre„✓,. -too Psl (,.a- ke/ ^r ) ills. RECEIVED NOTE.' 1, Top me), be mode directly to ductile iron Ppe. 2 Toppng saddles shot/ be TeRon or Epoxy cooled with stainless steel straps, bolts and nuts. J A// brass unions and odopres shall be Cambridge or approved equal. 4. Submit shop drawings to Engineer for all components of the water system. 5. if possible locate curb box in grossed orea if not n grossed area use gale rove box lops and set flush to grode. 3 6„-127 Access cop o cross coup Thrust Block Detoils N 15 A# water line and related wank to be pl,fannyd kr --a-ce with the C'h-with AUG 2 8 2009 OblAnse, Ar I pb ;A loaf and d pwrwon »b/e, Ohn o ftler ol.ons and all /w fne r t n _ Or7. paving fa nn(ch a''in City of So. Burlington Ine CM/rp/w fn(le a ,paved sw7 CwlOJirenesJ /eJlhs is reQVked ton reop°ns.L/s / r p/ 9 P.-d wnh OSHA - WSHA m erne III D.L water lne "gvrofnn" nstobatk-, or the Pipe shd/ be pay wrapped a Find back/i mot afro# pale, sl-r•s 9 AS.!' 95; h ,d slon /rem J" h r. 'Ary , no B" wale shd/ haw lu-t /& ft--9- n-Io trot w yplw aplw . re,rol : (AASN70-7-99J than l /sss Inon three4111 brass wedges metaled Pipe h //. Plec.m ted y at each /Vint. c omppf - as nd'coled (See S. B." Water A# wafer line and rooted work to be Dept.. St-"&) performed in occordonce with the Chomploin 7" Wcler District Speci%colions and Detoils for the use an site send AV / -in" Installation of Woler lines and Appurtenances, hav"hhg and k'ilk ii hark for LLclAe iron, q 57, cement tins henceforth the CWD .$oeci%colion. rlvl^cn'1'9 _ . j�'I I Telescopic ERNE curb bar with u stainless 'tell operating rod or i cis opproved by CWD evil the O Stainless steel topping sleeves shall be used Engineer " on Asbestos Cement (AC). cost iron (Cl), ductile iron (OQ and PVC C900 distribution mains. Sleeves shall be Powerseo/ Model Short section of Copps New corporation Cambridge P r Bross enread brass, Department goprored eau ion 3490MJ stainless steel top sleeve with mechanical pint outlet, or opproved equal. tubing with temporary, plug to be nstolled of the end Curb stops shall be Cambridge of each curb stop. Remove Bross No-leod brass or when line is extended to nd'vd of Department opproved equal Woler moire Mnirs� frost loop DOI° '° "' O Design Water service 3 4 type k Copp New 314" service lines Drown Checked Undisturbed soil) shall be directly 4"r8x16" solid concrete block topped into the mom. Scale See water trench deloi.I Dote for bedding requirements Woter Service Detoil N. T. S.. C n-f men Pipe IArav's/-bed mo(l,krl Eporoh Pro.ioY I,- /o support inn' 6a" bwk ,,-htx and Pow owbo, send cushion car /edge Typicol Woter Trench Detoils N r.5 For Permit Review l Descripf;on Checks -SW""- --- Woter System Detoils n. `s Summet•fie/d ,/u/y 7 2009 ArRBBS & UzVS/NC Consulh"ng Bngineersr Inc. w !64 Main Street; CoIc Aeslerr 4ermonl 0.5-"6 /1 ", C- 7 0 Interested Persons Record and Service f4e List southb 1on VEg4'OH Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE:—.. 00-6 i PLEASE PRINT CLEARLY! NAME _ MAILING ADDRESS PROJECT OF INTEREST ck-/ b a�dlt& mw'44""Ieq IZ Qg-fir,G t— �S %morel oc*c ✓1 V%6-A- S S­10 V �i�,Q5C�7 Sj 2-1 Interested Persons Record and Service List sought.:.:, ---___ VEfiFA O'd'i Under the 2004-revisions to Chapter 117 the Develo pment Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearin th opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. g° ere must bean of the name, address and participation of each person who has sought interested per § 4461(b). The DRB must keep a written record 24 V.S.A, § 4461(b)._.A copy of any decision rendered by the DRB must be mailed to oefyatus. Y appearing and having been heard by the DRB. 24 V.S.A. receipt of notice of an appeal to the environmental court, the DRB must supply a list o ' persons to the a § 4461(b)(3). Upon appellant in five working days. 24 V.S.A. f interested § 4471(.c). HEARING DATE: O �w G 1 4� 17 PLEASE PRINT CLEARLY. NAME V , 1l.,e, ET lyW45 67sp 0.C,7v MAILING ADDRESS r- / s-6 �s Ii-nna-L61-'b k s6 Jr 5- v4I-e 13 3 f-=�' cAr 7 41�w,-, cl- Qp r PROJECT OF INTEREST e/C6 ZL. F E tGe, r �r 'ohK P416 Interested Persons Record and Service List `i E4any:. Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: _ (� C r. 6 ' P PLEASE PRINT CLEARLY. NAME 61V b t'4-b [b P\W—W (-�s � `\ , o a jk Y " LtM'( yam � o,Acu �ef( MAILING ADDRESS r3 kie (. 1D_ -DR, I 1, Ck S 7` 0!;1-jID-') Z� f fAnCk� �Qa�c" "j �2 PROJECT OF INTEREST aV"V4L�I Pip V O..1 r �a 1 � A&TInterested Persons Record and Servic e List VE5 0Mi Under the-2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. - § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: PLEASE PRINT CLEARLY! NAME MAILING ADDRESS l� Y1 T I zer 12 -P�' Ye-V-\'Y\j' X, C-1- IFf Tx.Ttr-- q rA V 64y Arr-5 Y--c- 4- V6�1,Q- PROJECT OF INTEREST �A6zr-2'_ F' G`Iq VC,le, Dr. FGr re l Interested Persons Record and Se ._.•"� rvlce List southhurlingtora _Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there, must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name; address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: c;;pC T PLEASE PRINT CLEARLY! NAME MAILING ADDRESS PROJECT OF INTEREST PA ®i�J�� ��a/)�sl �li i l6 ��.�i,� � � /Cc,r � S V Gi. �� � I^� �Ca...✓'/ � l t L« _ V� r.,,ew Del CJR i4, t4- - FOR�EL(- ILAL L� r Pb f444 0- v_ ,_ RUA Or 'fe.m 1 1 Interested Persons Record and Service V List southb of '-WON Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any .hearing , there must bean opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S:A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person whohas sought interested person status. 24-V-.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every. person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon - receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: /0-- �p 0 4 PLEASE PRINT CLEARLY! NAME AI004l✓L -SCOLLI.4S MAILING ADDRESS 217 lV.evJ b(- D M-e4tdt-) 1-2- • t l: allJP3V° 14/ PROJECT OF INTEREST e C' X , CVr a s Spc)&,f- In OWS Interested Persons Record and Ser vice List south V E flh'0 W7 U; Eder the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). -► �A HEARING DATE: � C PLEASE PRINT CLEARLY! NAME d" Ghent_ �+u�n Om e4W I�we�Fl4-u,l 0h0 "'N1�i1�� G'� L�9VI L) 7 j�, j )�RL�19 5 C-C>/ qA;--) 0' 6)lre�� 0 ts--Ur �&)5 0,-M MAILING ADDRESS '35 - Pjn�NAi.��E 4. �)? Ps )n - CCf- 0-r 2,o n;Nry 6ct P- 11) (L, PROJECT OF INTEREST Permit Number SD- - 3 APPLICATION FOR SUBDIVISION PLAT REVIEW ❑X Preliminary ❑ Final PUD Being Requested? ❑X Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax#) Estate of Robert Furlong, (Claire Lewis, Executrix) 1747 Porters Point Road Colchester, VT 05446 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 91 Page 447 3) APPLICANT (Name, mailing address, phone and fax#) Buckthorn Group, c/o Cathy O'Brien 839 Oak Hill Road Williston, VT 05495 (802) 878-6022 (P) (802) 878-6022 (F) cathy_ob@myfairpoint.net 4) CONTACT PERSON (Name, mailing address, phone and fax#) Scott Homsted, Krebs & Lansing Consulting Engineers 164 Main Street Colchester, VT 05446 (802) 878-0375 (P) (802) 878-9618 (F) a. Contact email address: klengineers@comcast.net 5) PROJECT STREET ADDRESS 1404 Hinesburg Road 6) TAX PARCEL ID # (can be obtained at Assessors Office) 0860-01404 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): The applicant is proposing a nine lot residential subdivision on an existing 7+/- acre parcel located at 1404 Hinesburg Road. b. Existing Uses on Property (including description and size of each separate use) The existing use of the lot consists of one approximately 2,200 sq. ft. single family home served by 570 ft. of 10 ft. wide paved driveway. c. Proposed Uses on property (include description and size of each new use and existing uses to remain) Lots 1-8 range from 0.39 acres to 0.62 acres in size and will each feature a new single family home, garage, deck, and paved driveway. The lots will be served by municipal water and sewer connections. Lot 9 will be 1.96 acres and will feature the existing house. New municipal water and sewer connections will be extended to the existing house as part of the proiect. The proiect will be served by a new City street entitled, Summerfield Lane. d) Total building square footage on property (proposed buildings and existing buildings to remain) Existing building = 2,200 sq.ft.; New building, garage, & deck for each lot = 1,725 +/- sq.ft Total new building = 8 * 1,725+/- = 13,800 +/- sg.ft. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) The existing house is two stories The proposed houses will be a maximum of 2 story, not more than 36 ft. high. f. Number of residential units (if applicable, new units and existing units to remain) Eii!ht new residential units, one existing residential unit. g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees) N/A- h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. The existing lot will be subdivided into nine lots and a City right of way. 8) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 6.93 acres/301,870 sq.ft. (acres/sq. ft.) b) Building Coverage: Existing 2,200 Square Feet 0.7 % Proposed 16,000 +/- Square Feet 5.3 % c) Overall Coverage: (building, parking, outside storage, etc) Existing 8,800 Square Feet 2_9 % Proposed 42,250+/- Square Feet 14.0% d) Front yard Coverage(s) (commercial projects only): Existing Square Feet % Proposed Square Feet % 2 9) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on this subject property? X Yes ❑ No b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? No. c) If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 10) AREA DISTURBED DURING CONSTRUCTION: 142,000+/- sq. ft. Project disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 11) COST ESTIMATES a) Building (including interior renovations) $ 1,200,000 b) Landscaping $ 9,600 (see itemized list, Sheet L-1, Landscaping Plan) Please submit itemized list of landscaping proposed c) Other site improvements (please list with cost) Roads, utilities, and general site work = $ 315,000 12) ESTIMATED TRAFFIC. (Land Use : 210) a) Average daily traffic for entire property (in and out) = 86 b) A.M. Peak hour for entire property (in and out) = 7 c) P.M. peak hour for entire property (in and out) = 9 13) PEAK HOURS OF OPERATION: 7:00 A.M. to 9:00 A.M. / 4:00 P.M. to 6:00 P.M. 14) PEAK DAYS OF OPERATION: Weekdays 15) ESTIMATED PROJECT COMPLETION DATE. Fall 2010 for infrastructure Fall 2012 for single family homes. 16) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. See attached. 17) PLANS AND FEE. Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do n�¢�{cY��►► ���c�below this DATE OF SUBMISSION: r � `((?� ', I have reviewed this final plat ❑ Complete and find it to be: ❑ Incomplete Director of Planning & Zoning or Designee Date PRINT NAME rd Subdivision Plat Application 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knoy#edge. cj� 1-13 SIGNATURE OF PROP TURE OF APPLICANT TY OWNER Do not write below this line L-A iTtt PRINT NAME .I Subdivision Plat Application DATE OF SUBMISSION: U have reviewed this preliminary plat application and find it to be: R Complete ❑ Incomplete -17 r of Planning & Zoning or Designee 9 DEVELOPMENT REVIEW BOARD 1 SEPTEMBER 2009 PAGE 2 Doctor's staff still parks there and police ignore them. Mr. Dinklage said that is an enforcement issue. He felt that six new off-street parking spaces could help address that issue. He added that if the situation got worse, the city can always go back to the "no parking" option on the street. Ms. Quimby moved to approve Site Plan Application #SP-09-62 of Mitchell Schwartz, M.D., subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed 5-1 with Ms. Quimby voting against. 4. Continued Conditional Use Application #CU-09-05 of T-Mobile Northeast, LLC, to install six panel antennas not to exceed 46 feet in height, 1285 Williston Road (LaQuinta)! and 5. Continued Site Plan Application #SP-09-55 of T-Mobile Northeast, LLC, to amend a previously approved plan for a 76,630 sq. ft. shopping center. The amendment consists of installing six panel antennas on the rooftop, 1285 Williston Road (LaQuinta): Mr. Belair distributed a testimony from the person who took the photos explaining how he did it. Mr. Stuono asked whether the applicant had considered using the Vermont Fcderal building. Mr. Hall said they had, but it is already too crowded. Mr. Stuono said that at some time in the future the question of visual clutter should be considered, since utilities will probably be underground. Mr. Dinklage said that state indicated that "never again" would they underground utilities after the Dorset St. project. Ms. Quimby moved to approve Conditional Use Application #CU-09-05 and Site Plan Application #SP-09-55 of T-Mobile Northeast subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 6. Continued Preliminary Plat Application #SD-09-31 and Final Plat Application #SD-09-32 of Buckthorn Group for a planned unit development to subdivide a 6.93 acre parcel developed with a single family dwelling into nine lots ranging in size from 0.39 acres to 1.96 acres, 1404 Hinesburg Road (Furlong property): Mr. Dinklage said the Board has to deal with the aspect ratios of lots and come up with a decision that is consistent with zoning regulations. Mr. O'Brien reviewed changes made since the last hearing. These include: 1. Reducing the width of the road to 24 feet (from 26 feet). This still allows for parking on one side of the road 1 DEVELOPMENT REVIEW BOARD 1 SEPTEMBER 2009 PAGE 3 2. Houses and driveways have been removed from the plan 3. They have added notes regarding restrictions to lot #8 due to wetland concerns 4. The Rec Path easement is shown along Hinesburg Rd. at 20 feet wide 5. They reduced front yard setbacks along the new street from 30 feet to 25 feet 6. The cul de sac island will be curbed 7. The gas line has been moved to the opposite side of the street 8. They have added notes emphasizing the 5 foot separation between trees and water/sewer lines. 9. The 2-foot grass shoulder has been changed to gravel 10. They will use new LED lamps, if available 11. They have widened the storm water easement to 15 feet to insure access for maintenance 12. They have met all of the City Engineer's requirements 13. They will build the water line to the northern boundary within the future 50- foot right-of-way 14. They have satisfied the Fire Chief s request for a hydrant at the project entrance. Mr. Homested said there had been a concern regarding the capacity of the ditch to handle storm water overflow. He said they did topography on the ditch line. It is fairly shallow with a 1.8-2% slope. They feel there are limited flows, so the peak flows can be accommodated by the ditch. There should be less runoff than exists today, which will be an improvement for neighbors. Mr. Dinklage asked whether all runoff from lot #9 will go to the pond. Mr. Homested said it won't. Anything south will flow as it does now. Mr. Dinklage asked if it is possible to modify the ditch to capture any more runoff than it captures today. Mr. O'Brien said he felt they are already accomplishing that because their grading plan takes water into the treatment area. Ms. Carter said there is a very low spot where water will sit, and that should be graded so water doesn't come down to their property. Mr. O'Brien said they feel less water will get to that point. He added that you can't force water from that low point. Mr. Dinklage asked if the ditch will be deepened. Mr. O'Brien said it is not on their property. Mrs. Carter said it is a `desperation' ditch that wasn't there when they moved in. She felt that if the spot where water sits could be filled in, it might drain better. Ms. Kristiansen was concerned that this will now become an "official ditch," and it was only dug to save their basements. Mr. Dinklage asked who will maintain the connection to the property to the north. Mr. O'Brien said that would be lot #9. Mr. Dinklage questioned the justification for approval since the lot width ratio doesn't meet the regulations. Mr. O'Brien said he couldn't make those ratios work because of the slope of the land. Mr. Knudsen asked why, even with 9 lots, create some larger lots DEVELOPMENT REVIEW BOARD 1 SEPTEMBER 2009 PAGE 4 and shrink them further back. Mr. O'Brien said he was trying to conform to the existing neighborhood and mimic what is already there. Mr. Behr asked what would happen when the connector road is built and the cul de sac is removed. Mr. O'Brien said they would then be just a few feet short of meeting the ratio. Mr. Dinklage said the incentive to force lots to be consolidated has been lost, and this doesn't accomplish what the city hoped for. But he was persuaded that this plan is the better approach given this lot and this time period. Mr. Conner said the goal for the Southeast Quadrant was that in exchange for open/agricultural areas there were to be more compact developments, but because of Act 250 that will continue to be a challenge. Mr. Dinklage asked what staff recommends for bonding. Mr. Belair said the regulations require the street to go to the property line or for the applicant to contribute to the cost of the road. The regulations don't say how much the contribution should be. In the past, the Board has required the road to be built to the property line. Mr. O'Brien said they would like to contribute the 50-foot easement to the property line, including engineering work which they have already done. He felt this was more practical since they don't know what will happen with the adjacent property. They will build the water line to the property line as well. Mr. O'Brien said they were told that the cost of coming off the cul de sac with an intersection would be between $90,000 and $100,000. The cost to rip up the cul de sac would be $112,000 to $130,000. That is a concern to them. Mr. O'Brien said they are trying to come up with workforce housing, and if they have to build roads, they will have to raise prices. He felt it was unjust for them to have to face a $100,000 burden that will benefit only the neighbor. He said the just thing for them would be to contribute the right-of-way and the engineering. Mr. Dinklage said the regulations require a developer to provide the infrastructure. There is a possibility the development to the north might not benefit from a connection, but it would be derelict if the Board didn't require a bond. Mr. O'Brien felt the cul de sac could be a traffic calmer if there were units built to the north. Mr. Dinklage added that the island could be effective open space as well. Mr. Crane asked what happens when you add 15 units and put more cars at the access which is already overburdened. Mr. Behr said there are pros and cons. Mr. Belair noted that staff could decide to send all traffic out via this development or could require an access to the north or some other option. Ms. O'Brien said that is why they feel the neighbor would be benefiting at the O'Brien' expense. Mr. Farley said he prefers option 4 1. Other members preferred option #2. Mr. Knudsen DEVELOPMENT REVIEW BOARD 1 SEPTEMBER 2009 PAGE 5 said he would favor bonding for half of the cost for 5 years. Mr. Belair said the Public Works Director prefers option # 1. Members agreed on Option #2. Mr. Belair felt the City Engineer should determine the amount needed and then require half from this developer. Mr. Stuono questioned the burden on the developer to the north who would have to build an access to the north. Mr. O'Brien said he wouldn't necessarily have to build an access to the north. Mr. Conner said the challenge is that planning for this part of the city discourages cul de sacs. What is proposed here would require a waiver, and with the property to the north another waiver would be required, and the city wouldn't want 2 cul de sacs next to each other. Mr. Dinklage said the ideal would be to close this curb cut and force all traffic to the north where there is an intersection. But this would require a very long cul de sac, which wouldn't be good either. Members agreed on a 5-year bond for half the cost as determined by the City Engineer. Mr. Dinklage felt they staff and City Attorney would need time to draft something that makes sense. They would have to take into consideration a trigger to pull the money from the bank, a trigger for returning the money if there is no final approved project, what to do if no connection is required, etc. Mr. O'Brien said the neighbors to the rear of lot #9 want the pine trees planted by Furlong to be removed and replaced with 8-foot evergreens. Mr. Belair said staff had no objections. Ms. Quimby moved to continue Preliminary Plat Application #SD-09-31 and Final Plat Application #SD-09-32 of Buckthorn Group until 15 September 2009. Mr. Farley seconded. Motion passed unanimously. 7. Preliminary Plat Application #SD-09-35 of F & M Development Co., LLC, to amend a previously approved planned unit development consisting of: 1) 383 residential units in seven building, 2) a 63 unit congregate housing facility, 3) a 4,430 sq. ft. expansion of an indoor recreation facility, and 4) an existing 16,000 sq. ft. television studio and office building. The amendment consists of 1) razing an existing car wash and television station, 2) constructing a 24,800 sq. ft. 2-and 4-story addition to contain 28 congregate housing units and 3,000 sq. ft. of social service use to existing 63 unit congregate housing facility, and 3) constructing a 48,500 sq. ft. 5- story multi -family dwelling to contain 43 dwelling units, Farrell Street and Bacon Street: Mr. Farrell said he had some meetings with abutting neighbors and will present something of an alternative that came from those meetings. He then reviewed what is