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HomeMy WebLinkAboutBATCH - Supplemental - 0072 Bartlett Bay RoadPLANNING & ZONING June 20, 2012 Jeffrey Olesky, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington, VT 05403 Re: 72 Bartlett Bay Road - Approval Extension of #MS-11-06 Dear Mr. Olesky: This is inform you that the So. Burlington Development Review Board at their June 19, 2012 meeting granted your request dated June 4, 2012 for a one (1) year extension of approval #MS-11-06. Accordingly, you have until June 21, 2013 to obtain a zoning permit for the work for which approval was granted. Should you have any questions, please feel free to contact me. Sincerely, V Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington,,VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com CIAL EiNIrl, IEUM IG A S)0r r ESo INC,, 10 Mansfield View Lane South Burlington, VT 05403 June 4', 2012 Ray Belair Administrative Officer South Burlington Planning & Zoning 575 Dorset St. South Burlington, VT 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: Development Review Board Approval Extension Request Miscellaneous Application for the Development Review Board (#MS-11-06) Proposed Slope Stabilization Project Kevin & Marina Meehan 72 Bartlett Bay Rd. South Burlington, VT 05403 Dear Ray, In conjunction with the slope stabilization project proposed for 72 Bartlett Bay Rd., on behalf of the owners, Kevin and Marina Meehan, we would like to request a one (1) year extension of our previously approved Miscellaneous Application (#MS-11-06). As I'm sure you are aware, there are only a few contractors in the area capable of performing this work, as well as a dwindling supply of appropriate material to construct the stabilization walls. Unfortunately it does not look like contractor will prepared to start work on this project until the early fall. Once the contractor provides a more definitive time table, we will apply for the building permit If you have any questions or concerns about this request, please feel free to contact me. Sincerely, Jeffrey Olesky, P.E. Cc: CEA file #11231 Kevin Meehan (via email) RECEIVED JUN 0 5 2012 City of So. Burlington vlim 1 PLANNING & ZONING December 27, 2011 Re: #MS-11-06 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained prior to alteration of your building. If you have any questions, please contact me. Sin ely, TS aymond J. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 3927 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com d ' g� w. r •a} 1 - d • S$�" ham, Ll ;�eir 'fit s , r •a/I Y� ., `,,ate"" � ' "�N" " " � � °'�� ::� «a" `r+JyKr^�� r ' "" a r� • .Wr'�yg " r • yy +':r •' ; , :* a' , �.r • w a�' r 'T ,/vl+ v �✓ .� d'M' .^MpM � '�' J � e� � a � .' M � rk � � ♦. • � j r.+ rH:'. n Tp� r �„� °" ". ,mom' s r '�"' • �,�4 «S �y�° "` , 1 P . t�"J�v w � " r .•,i... .,," r t 1 Ate IN $t v X +a • ^ ., r vim ` • r �» ," y,r R . at " y�•�"" an. a "'. w�• +`" i ♦ °'bAP ,�r 4.1 r� - : � 1. � .w� t h• d � A 4 M 4 nZ No Text CIVIL sl IGI EERI1 Ir AaJJor A FJ. 11 ir" 10 Mansfield View Lane South Burlington, VT 05403 October 26 h, 2011 Development Review Board c/o Ray Belair Administrative Officer South Burlington Planning & Zoning 575 Dorset St. South Burlington, VT 05403 Re: Flood Level Impact Certification Proposed Sea Wall & Slope Stabilization Project Kevin & Marina Meehan 72 Bartlett Bay Rd. South Burlington, VT 05403 Dear Board Members, Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com The purpose of this letter is to address the issue of potential flood level impacts related to the proposed sea wall and slope stabilization project for Kevin and Marina Meehan at 72 Bartlett Bay Rd. This project involves the construction of a short (+/- 4') quarry stone sea wall and the stabilization of the slope failure currently occurring at the subject property. These areas have been caused by the high lake levels this spring and have been exacerbated by the effects of hurricane Irene. There is currently slope protection in place that is comprised of 6" minus rip -rap between elevations 98' to 102' along the lake shore. Unfortunately with the high lake level this year, several areas of the bank were exposed to the lake and have started to erode and cause significant slope failures. The purpose of this project is to create a more substantial barrier of protection for the existing steep lake shore slopes associated with this lot and to prevent further erosion of the slopes between the lake and house. The existing rip -rap will be removed and reused for slope stabilization on the proposed finished grades behind the proposed 4' sea wall. This wall will be set approximately along the 100' contour elevation and keyed into the existing ground. The top of wall elevation will be 104'. No work shall be performed below the 98' contour. The existing failed slopes will be cleaned and stabilized with stabilization fabric. Granular fill will be installed in 12" lifts and layered with geo-grid every 24" to anchor the proposed sea wall and newly placed material. The top 24" of material placed behind the sea wall will be comprised of 6" minus rip -rap. This construction will extend from the top of the sea wall back to the existing slope on a 3:1 grade. The construction will be performed along the entire lake frontage of the property (approximately 74'). Based on the scope of the work proposed relative to the size of Lake Champlain, this project will not result in any significant increase in the base flood levels, nor will it increase any risk to the surrounding properties, facilities or structures from erosion or flooding. Furthermore, due to the I project scope and the understanding that no work is proposed below the 98' contour, no permits are required from either the U.S. Army Corp of Engineers or the State of Vermont Agency of Natural Resources Department of Environmental Conservation. The plan elevations are based upon the Lake Champlain water elevation, as established from the United States Geological Survey Gauging Station 04294500, located in Burlington, Vermont (Datum NGVD 29), at the time of survey. If you have any questions or concerns about this certification or the application, please feel free to contact me. Sincerely, eskJeffrey.E. Cc: CEA file #11231, Kevin Meehan i CITY OF SOUTH B URLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD I Report preparation date: December 13, 2011 Application received: October 26, 2011 KEVIN & MARINA MEEHAN MISCELLANEOUS APPLICATION #MS-11-06 Aeenda #7 Owner/Applicant Kevin & Marina Meehan 72 Bartlett Bay Road South Burlington, VT 05403 Location Mao 72 Bartlett Bay Road n2 date: December 20, 2011 Property Information Tax Parcel 0130-00072 Lakeshore Neighborhood Zoning District Floodplain Overlay District CITY OF SOUTH BURLINGTON 2 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING Kevin & Marina Meehan, hereafter referred to as the applicants, are seeking miscellaneous approval for the installation of erosion control measure (sea wall and slope stabilization), 72 Bartlett Bay Road. This application is being reviewed under Conditional Use criteria and Section 12.01(1)(3) of the South Burlington Land Development Regulations. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on October 26, 2011 and have the following comments: CONDITIONAL USE CRITERIA Pursuant to Section 14.10(E) of the Land Development Regulations the proposed conditional use shall meet the following standards: The proposed use, in its location and operation, shall be consistent with the planned character of the area as defined by the City of South Burlington Comprehensive Plan. The proposed project is consistent with the planned character of the area, as defined by the South Burlington Comprehensive Plan. The proposed use shall conform to the stated purpose of the district in which the proposed use is located. The proposed erosion control measures and stairs conform to the stated purpose of the Lakeshore Neighborhood Zoning District. The Development Review Board must find that the proposed uses will not adversely affect the following: (a) The capacity of existing or planned municipal or educational facilities The proposal does not adversely affect the capacity of municipal or educational facilities. (b) The essential character of the neighborhood or district in which the property is located, nor ability to develop adjacent propertyfor appropriate uses The proposal does not adversely affect the character of the neighborhood. The proposed erosion control measures will help to protect areas up and down lake of the subject property from further damage from erosion. (c) Traffic on roads and highways in the vicinity. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 3 DEPARTMENT OF PLANNING & ZONING The proposed measures will have no affect traffic on roads or highways in the vicinity. (d) Bylaws in Effect The proposed erosion control measures and stairs shall also adhere to Section 12(D)(3) of the South Burlington Land Development Regulations, Surface Water Protection Standards, governing water -oriented development. (a) The improvement involves, to the greatest extent possible, the use of natural materials such as wood and stone. The applicant has proposed supplemental stabilization measures including the reconstruction of the existing sea wall and stabilization of the existing bank along the Lake. Measures include repairing existing rip -rap stabilization and supplementing with stabilization fabric, granular fill, and additional rip -rap. Existing decks and stairs will be moved to facilitate construction then reconstructed in their original locations. (b) The improvement will not increase the potential for erosion. When construction is complete, the proposed retaining wall will deter erosion more effectively than what exists today. The applicant states that no work will be done below the 98' contour and all access will be through the subject property. (c) The improvement will not have an undue adverse impact on the aesthetic integrity of the lakeshore. The erosion that is currently occurring is destroying the vegetation; the new erosion -control measures will eliminate further destruction of this vegetation. (d) A landscaping plan showing plans to preserve, maintain, and supplement existing trees and ground cover vegetation is submitted and the DRB finds that the overall plan will provide a visual and vegetative buffer for the lake. The applicant has stated that existing vegetation will be maintained outside of construction areas. Staff does not feel that additional vegetation is needed at this time or as a result of this application. Pursuant to Section 3.13(F) of the Land Development Regulations the proposed conditional use shall meet the following standards: The Development Review Board in granting conditional use approval may impose conditions of the following: a) Size and construction of structures, quantities of materials, storage locations, handling of materials, and hours of operations I CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 0 b) Warning systems, fire controls, and other safeguards. c) Provision for continuous monitoring and reporting. DEPARTMENT OF PLANNING & ZONING d) Other restrictions as maybe necessary to protect public health and safety. Staff does not feel it is necessary to impose any of the above conditions on the proposed project. Water -Oriented Development The applicant is also proposing to install new stone steps to access the lake front. Pursuant to Section 10.01(F)(3)(a): No encroachment, including fill, new construction, substantial improvement, or other development, that would result in any increase in flood levels within the regulatory floodway during the occurrence of the base flood discharge, shall be permitted unless hydrologic and hydraulic analyses are performed in accordance with standard engineering practice, by a licensed professional engineer, certifying that the proposed development will: a) Not result in any increase in flood levels (0.00 feet) during the occurrence of the base flood; and b) Not increase any risk to surrounding properties, facilities, or structures from erosion or flooding. The applicant's engineer has submitted a letter addressing these criteria (attached from Civil Engineering Associates, dated October 26, 2011). Staff finds the plans to be in compliance. RECOMMENDATION Staff recommends that the Development Review Board approve Miscellaneous application #MS- 11-06. Respectfully submitted, Cathyann LaRose, AICP, Associate Planner t 1 I / NUM -ALL DOSIrm ON SRE TRES AND PLANTOM TO BE NEM111WEn. N/17 / I ANTDISN9I90PLA1VMM&MLL LTEIMM ! ROGEE / NEM.ACED MIGM UPON i TZU&r STONE 0oAr1U1Fn NQFCON3n1EX M / X X 711RD fEfeAO( LAW IN J. _ r IN .1 PAYED �} omvmy I C3 - ALL 1116RA1BED VEt�IATIYEAIiFA3 I 1 ANE 70�SSMIMANDSMSE00- ww E anv COAI$ia AMT rm I 'rAM, .. l�N. EEtW 1 UAWAWUIIfMPHiIlIVAWT I t 1fA.IN� w V5WAnM1S TASL 78 1�Y ED. p uw w.. My Pa. in I ar aua "A sErewnt A I tr :ocusr \ . I M is LAKE CHAMPLAIN I A cr, EXISTING I � - .. - _ m rson LIE PAD HOUSE �I ARD SET3P= 0+00 0+4 a +50 u' misr - , I O I I II" I 7REES 708ERETANOD - - - 1 1 1 sr' uxusr I I / I I I 1 1 �D Yocum a_ uo+ AM �1 _ Js Js l Q TREATED RPErNNINC WALL B1tt,plNta — r� SETBACK UN S — ±173"' — �� I Z. ll EX CEDARS °°, Ma "'"""° DEac Nil GEEHQ,D �---•--� I II BJOENBON F 7 � f GRAPHIC SCALE ( tx weer ) 11neh - 10 rL GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer The Contractor shall contact Dig Safe (888-344-7233) prior to any construction 2. The Contractor shell repairliestore all disturbed areas (on or off the site) as a direct or indirect result of the construction 3. All grassed areas shall be maintained until full vegetation is established. Maintain all trees outside of construction limits. 5 The Contractor shell be responsible for all work necessary for complete and operable facilities and utilities. 8 Any downtedng necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractors responsibility. 7. The Contractor shall coordinate all work within Town Road R.O.W with Town authorities. 8. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 9. Existing pavement and tree stumps to be removed shall be disposed of at an approved off --site location. All pavement cuts shall be made with a pavement saw 10. d there are any conflicts or inconsistencies with the plans or specilfcations, the Contractor shall contact the Engineer for verification before work continues on the item in question. 11. Property line Information is approximate and based on existing tax map information. This plan is not a boundary survey and is not intended to be used as one. 12. Project benchmark is based upon the Lake Champlain water elevation as established from the United States Geological Survey Gauging Station 04294500 located in Burlington, Vermont. (Datum NGVD 28) at the time of survey E.TI nnuk . EOGEE TICM STONE I I I I I I SITE ENGINEER: _0� CIVIL ENGINUNNG ASSOMnL ING 1OWMIFEU)MEWAW, tI0O111rA111118101t, Y► OW aNau.s rAr 1011aMa4177 ..c ee.:r -9— ounr TRG/JDL JSO JSO OWNER: KEVIN MEEHAN 72 BARTLETT BAY RD SOUTH BURLINGTON I N t t =, VERMONT soRERT BuTrsvmn I PR07ECr: I PROPOSED SLOPE TEMPORARY PROdECiBorcHMARIc STABILIZATION �""�'" UTILIfI POLE PROJECT AnoN -1z+.r I 72 BARTLETT BAYRD SOUTH BURLINGTON - _ - - - VERMONT NIF VAVX C[ rswear I �oc,YrioA LAKE CHAMPWN LOCATION MAP .-.1' LEGEND 2000 EXISTING CONTOUR V' yrs ctc® ermoa 106 PROPOSED CONTOUR — — APPROXIMATE PROPERTY LINE — — APPROXIMATE PROPERTY LINE - .. O IRON PIN FOUND — _OE— — OVERHEAD ELECTRIC — —UE — — UNDERGROUND ELECTRIC —"'—"'— EDGE OF WATER •U, POWER POLE PROPOSED ' DECIDUOUS TREE CONIFEROUS TREE LANDSCAPING EDGE OF BRUSH/WOODS SITE PLAN —.—•— FENCE PROJECT BENCHMARK EXISTING RIP -RAP PROPOSED RIP -RAP DATE OCT. 5, 2011 DUN= ADS 1" = 10' C1.1 n0l. M. 11231 southfimis:��� PLANNING & ZONING Permit # e - f ( - 0 (office use only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS APPLICATION FOR THE DEVELOPMENT REVIEW BOARD 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 site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ( ) Request for a conditional use ( ) Request for a variance (-A) Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): ke4i,i L• � Ma✓ina Meeha7Z b"eR�i v� r dlr e# 13,�1 -,^ It�lcl vl�y 05�� hctne- Yo2 - teeA- cell- Zat- 43I- 0-7-76 1-- l ev,n,onee l,nc}}onc[c�;ial [o.,., 2) LOCATION OF LAST RECORDED DEED (book & page #) blot.. �q 1 11471 3) APPLICANT (name, mailing address, phone, fax #) 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): 1 ` 1� r p 311Ye., 0�e5V-y Ctv.1 Frlu,N�c°cv,tl^ / fio[la�2i, 1R1., IO lv►c�rtiSiitl/� Vwvj L' 5.-LOV, laiv.rW)a}ty, . q-1 OW,,e - -304 f&4 -Z-,L2� V,,L: e,4)2 - a. Contact e-mail address: `1c,�esk�1 y tec._—\Jk. Lorh 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 5) PROJECT STREET ADDRESS: -7Z 6) TAX PARCEL ID #: 013c - Ut7(,Y1 Z - 12. 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): TWv,- nraiec4 1/1�:Jly-e`, '11nL' �feLykls'�YIn.C'1'iG.-, Gt-1'�'IB P5<<5'1"M� �'1 W11� iwl %tilhll,ylia, of 'i1ie extstt/w I .arlk aloha L-4-e b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): �lo-Y►av,c;e Ir ,,se r_,, %fr". d�nh. d. Total building square footage on property (proposed buildings & existing building to remain): L'i��S'�`IVlli _ "f 2.�� `.tf 1�3 ;r7Wkll✓1'1�►7rGD�tif1 e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): f. Number of residential Units (if applicable, new units & existing units to remain): g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): N I A h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): ce[I Oi,n C%WA-I L-ke yb,v,-e N� iyYlbt: Yla d Zt'*1.VX4, Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2010 8) LOT COVERAGE a. Total parcel size: T 13, 'bL, L Sq. Ft. b. Buildings: Existing 1 IT (0 % /t ;_ #+4-o Sq. Ft Proposed ., V j, % / Z1#p, Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing } 54A % / t t -Jt; l- Sq. Ft. Proposed ; 3 4 'j- % / 144 1 (� 4- Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) Existing f �2.1 % / t�;Q o Sq. Ft. Proposed % / �r 5 uC Sq. Ft. e. Total area to be disturbed during construction: i 2, E,yc:ir- 7 Sq. Ft. * * Projects disturbing more than one-half 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 acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping O. cc $ Co. 0C> c. Other site improvements (please list with cost): t 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): 11) PEAK HOURS OF OPERATION 12) PEAK DAYS OF OPERATION 13) ESTIMATED PROJECT COMPLETION DATE n of e � b4 r 14) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2010 15) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. 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 application. See the City fee schedule for details. 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 A PLICANT IGNATURE OF PROPERTY OWNER - PRINT NAME Do not write below this line DATE OF SUBMISSION: 1004 1 411 I have reviewed this application and find it to be: C1-4MPLETE ❑ Incomplete 'AdrKinistrative Officer The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits ,for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2010 CIAL El GINEE; ING AES,05,JCUIVEIE"). Mr., 10 Mansfield View Lane South Burlington, VT 05403 October 26 h, 2011 Ray Belair Administrative Officer South Burlington Planning & Zoning 575 Dorset St. South Burlington, VT 05403 Re: Miscellaneous Application for the Development Review Board Proposed Sea Wall & Slope Stabilization Project Kevin & Marina Meehan 72 Bartlett Bay Rd. South Burlington, VT 05403 Dear Ray, Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Please find attached a Miscellaneous Application for the Development Review Board, the associated $123.00 application fee check, a series of photos taken at the project site detailing the erosion, an abutter's list along with stamped envelopes to all abutters, a certification statement with regards to the flood level impact for the project, as well as five (5) full and one (1) half size plan sets associated with the proposed sea wall and slope stabilization project for Kevin Meehan at 72 Bartlett Bay Rd. The project involves the construction of a short sea wall and the repair and stabilization of some areas of slope failure associated with the high spring Lake Champlain water elevation. The existing rip -rap bank stabilization will be repaired and supplemented and the areas of slope failure will be repaired with stabilization fabric, granular fill layered with geo-grid, then covered with 24" of rip -rap. The existing decks and stairs will be temporarily removed to facilitate construction then reconstructed in their original locations. No work is occurring below the 98' contour and construction access will be available from the property, so no applications have been made to the Army Corp of Engineers of Vermont Agency of Natural Resources. If you have any questions or concerns about this application or the attached plans, please feel free to contact me. Sincerely, Jeffrey Olesky, P.E. Cc: CEA file #11231, Kevin Meehan I Kevin & Marina Meehan Adjoiner's List October 2011 PARCEL ID LOCATION SUBJECT PARCEL 130-72-R 72 Bartlett Bay Road Kevin & Marina Meehan 72 Bartlett Bay Road South Burlington, VT 05403 PARCEL ID LOCATION OWNER OF RECORD 130-69-R 69 Bartlett Bay Road Bill Warnock & Michele Starr 69 Bartlett Bay Road South Burlington, VT 05403 130-70-R 70 Bartlett Bay Road Gerhild Bjornson 70 Bartlett Bay Road South Burlington, VT 05403 130-71-R 71 Bartlett Bay Road Robert & Shelley Butterfield 71 Bartlett Bay Road South Burlington, VT 05403 130-74-R 74 Bartlett Bay Road Roger & Katherine Stone Trust 74 Bartlett Bay Road South Burlington, VT 05403 1 I / I I / I� 8057M L7ECILAIVD STAtAS I I ro eE 7iA/OMRM-Y I REWOVEDTOALLOWfOR NEW WALL INIFIALLA7K)N - I -- EnoslDNcoNrRDLNEvwEsro RE IY6fi1 LL® A6 DETAILED ON SHEET I YM � I GRANIR.AR FILL rosE INSTALLED SV I2' SRENANOB"POREROACOORDANCEIMM IO FRLiBJTIONAAD SEDNIBPTCOM1iOL' LF13ANDANCIIOAEOMMOE0•GMRD I EVERY2I VERTICAL INCHES. PLi1GE f ' I 1 A70 8m,LMPOYERLAST74 YERTbk I MVCHESFROA/7OPOFWALLroroEOF �003TML08LOPE ONASIGMDk II i mw I'II I YAro wn,,,x LAKE CHAMPLAIN I AI 0+00 0+101 I L70SiWGVEGEUTiONAND "�. / I tMlSTARLE Au7EAwL roeE , REAODYSD ON EMEYVWaMFAtltVMOR I / TOPLACEAFMOFSIABILMT10N !R11RICAND AIEW LAT RIAIL // I - �S/pJ�E t1E;`AIN►�WN.L (TOW x101.0), TO BE XEfID / I NO EXISIWG MATERIAL NO WORK TO / I THEW L 11 AMNO IMAM LAKE Lt:VEL AT TINS OFSEIRVEY 1 MTM00 DECK STAIRS J II TO BE TaNQRAIRLY II REMOVED TOALLOWFOR NEW WALL MISTALLATKIN GRAPHIC SCALE lo ( 1x Yarn ) 1 inch - 10 IL GENERAL NOTES NIP I I i EnTIOaROR ! ROGn TRDST STOIR ALL DRTWIRED WMTA7AEAREAS ARE TO BE SAND STABIAW / WRN EROSION CONTROL A11TTMQ _ vEOEIIATIONSESTASIUSH82— �X�x /Mr YAM sETrn wx MASS uwN J. N I r IEL .Arm DaYEWAr 72 RR�RTL RAF RD. Yenu fAMilii - WAD -" - _ .EXISTING- HOUSE"- rsort - UE-17 ' ." I eLAN1L1t I h I Zi Game MW / [ Q EXISTING PRESSURE .— TREATED RETAINING WAIL w.w>IrR i I II GRASS ur - FI T MY SIDE aUA.DINC SMACK LIMITS TARV SETUM � a Mime i e I I ?Eac ' N"N n � � I LEGEND C/TG lol AAl 1 Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to The surveyed premises. EXISTING CONTOUR Existing utility, locations are approximate only The Contractor shall field verify all utility conflicts. All discrepancies shell be reported to the Engineer The Contractor shelf contact Dig Safe (888-344-7233) prior to any construction. 108 PROPOSED CONTOUR — — APPROXIMATE PROPERTY LINE 2 The Contractor shall repwrlrestore all disturbed areas (on or off the site) as a direct or indirect result of the construction — — . — APPROXIMATE PROPERTY LINE 3 All grassed areas shall be maintained until full vegetation is established. O IRON PIN FOUND 4 Maintain all trees outside of construction limits. — _OE— OVERHEAD ELECTRIC 5 The Contractor shall be responsible for all work necessary for complete and operable facilities and utiliNes — —UE — — UNDERGROUND ELECTRIC 6 Any dewetering necessary for the completion of the sifework shall be considered as part of the contract and shall be the — EDGE OF WATER Contractors responsibility. w POWER POLE 7. The Contractor shell coordinate all work within Town Road R.C.W with Town authorities. DECIDUOUS TREE 8. The Contractor shell install the electrical, cable and telephone services in accordance with the utility companies CONIFEROUS TREE requirements. rw.�.,✓�,. EDGE OF BRUSH/WOODS 9. Existing pavement and tree stumps to be removed shell be disposed of at an approved off -site location. All pavement —.—.— FENCE cuts shall be made with a pavement sew. ✓� PROJECT BENCHMARK 10. N there are any cordllcts or inconsistencies with 09 plans or specifications, the Contractor shall contact the Engineer for verltloatron before work continues on tiro item in question. EXISTING RIP -RAP 1I Property line information is approximate and based on existing tax map information. This plan is not a boundary survey PROPOSED RIP -RAP and is not intended to be used as one. 12. Project benchmark is based upon the Lake Champlain water elevation as established from the United States Geological Survey Gauging Station 042WOO located in Burlington, Vermont. (Datum NGVD 29) at the time of survey. 7••=IU' 120 118 116 114 112 110 108 106 104 102 100 98 DA7'(/J/ ELBV 96 N LTIOLRMS ! =OGEE TIEM STONE I I I I I I N/F Roam t SIIID.I.ET / I wPIKE IN UT1LfTY ATK1N POLE >. 121.T I I N/! •ARNEM _ 00FD 10MIa'I IEwunoer+i/ atAMwr VIgEIlDIVaI1.: eiV1oE - — GROSS Awawsrw r»weLnrl . /01T�1m _ __ _` I/AOEf Irk 0161L4Tf1 (fttAR IIdq f�� Re11RlIL,A1tyBRIBAI RI►aF1V111 JO >� (JF VitIVN •CAE OMA of OMOE t - 70117FVMICAIMM 410MMIAR ENVGR,a .z *,� OAMMLAfiVLTDERMD1i1Ni! a�oeesr LAKE �� AIicIIDiVMI xrnr0 terraRas �CHAMPLAIN AR610iffiD01lia4L R7E70:YID fM/O —� f� 6E1/A W 7®V1L MD AdYF R7E 7M41aE reraL(m aeurTK r oaw/ouL 0+00 10+00 20+00 30+00 40+00 SECTION A A r=s 50+00 SITE ENGINEER: C CNIL ENGINEERING AMOCMIL INC. 10UVi'R{D VEWLAIR 100RIVJWM61T GM aoF.ra. FAX 801 « ..k.Ret..«gle DRAWN TRG/JDL J O J O OWNER: KEVIN MEEHAN 72 BARTLETT BAY RD SOUTH BURLINGTON VERMONT PROJECT: PROPOSED SLOPE STABILIZATION PROJECT 72 BARTLETT BAY RD SOUTH BURLINGTON VERMONT wa=r CHAMPWN I LOCATION MAP ,• = 2000 DAn c1Mem an®N PROPOSED SITE PLAN AND CROSS SECTION wn asARas NtrMsa OCT. 5, 2011 WALZ AS SHOWN C 1 .O T'aaJ. W. 11231 Introduction Thle project le subject to the tense and conditions of the oulhonzotian from the Stet. of Vermont to discharge construction related stormwatr runoff. Coverage under the State Construction General Permit 3-9020 Is required for my construction activity that disturbs 1 or more .;re of land, or I. port of a larger development plan that will dl.turb 1 or more acres This project has been deemed to qualify as a Low Rlmk Site which le subject to the erosion prevention and sediment control (EPSC) .tandard. t for in the State of Vo mont'm arRIe t: Non������tl��d Sadiment Control The following narrative and implementation requirements represent the minimum standard for which this site 1. required to be maintained ae regulated by the State of Vermont. P' depicted on the project'. An beat management practices BM . d• Y 9 Pr ( ) D P a EPSC Site plan hick go beyond the Handbook f the requirements an represent to po Integral to the management of the site and represent components of the municipal EPSC aDProvel for the project which shall be Implemented. The EPSC plan depicts one snap shot in time of the sit.. All construction Its. ore fluid in their day to day exposures and No me it Its. to minimizing sediment loss from the sits. It Is the rsaponMlRy of the Contractor to Implement the neraswy .P's to comply with the Low Risk Handbook standards outlined on thin Mast bond an the Interkn It. dbhwbmm medRlona .bid% may r may not be sheen on the EPSC Site Men. Specific BLAP's which are critical to allowing the project to be considered a Low risk site include the Items chocked below • Maintain al least 50 fast of established vwg.tat.d buffer far anatruetion stormwatr runoff before entering a m-Wng water • Limit the amount of disturbed earth to two acre. or lose at any one time. • There Mall be n mcxlmum of 7 consecutive days of disturbed earth exposure in any location before trnpormy or final stabwzauon Is Implementetl. • Th. project I. to disturb law. than two acres of •all .Ith on amdbilRy, higher than K-0.17. • Limit the project soil disturbance to Ism than two acres with slop.. greater than 5R 1. Mark Site Boundaries Purpose Mark the site boundares to Identify the limits of construction. Delineating your site will help to limit the area of disturbance. preserve existing vegetation and limit erosion potential on the .Its How to comply. Before beginning construction, walk the site boundaries and flag Ieem, post signs, or install orange mfety fence. Fence I. required an any boundary within 50 feet of a stream, lake, pond or ,stand. unless the area . already developed (existing made. buAiling.. etc.) 2. Limit Disturbance Area Purpose. Limit the amount of sell exposed at one time to reduce the potential erosion an site. Requirements. The permitted disturbance area I. specified an the site. written authorization to discharge Only the acreage listed on the authorization form may be exposed at any given time How to comply. Plan ahead and phone the construction activities to ensure that no • than the permitted acreage I. disturbed at on. time. Be our to properly stabilize exposed soil with seed and mulch o era:Im control matting before beginning work In a new section of the .Ite. 3. Stabilize Construction Entrance Purpose A stabilized construction entrance help. remove mud from vehicle wheels to prevent tracking onto streets Requirements: If there will be any vehicle traffic off of the conetm.tlan aIt., you must Install a stabilized construction antrance before constructon begins. How to install Rock Size: Use a mix of 1 to 4 Inch stone Depth B inches minimum mdlh- 12 feet minimum Length 40 feet minimum (or length of driveway, if shorter) Geatextilw Place filter cloth under entire gravel bed Maintenance: Rsdre.s with clean stone an required to keep sediment from tracking onto the street. 4. Install Slit Fence Purposr Slit fences intercept runoff and allow suspended sediment to settle out. Requirements: Silt fence must be installed. on the downhill reds of the construction activities • b.twsen any ditch, sW.l.' storm ...or Inlet, or waters of the Slate and the disturbed .oil • Hay bon .at net as u..I as sedrrl linent liara Ise. to their tendency to degrade and fell part Where to place - Pace Place It fence on the downhill edge of bare sod At the bottom of elopes, place fence 10 feet downhill from the and of the slope (if apace is available) • Ensure the eIlt fence catch.. all runoff from bare sell. • Maximum drainage area S. M acre far 100 feel of silt fence • Install slit fence across the elope (not up and down hills!) • Install multiple row. of slit fence on long hills to break up flow • Do not install silt fence across ditches, channel., or streams or In stream buffers How to install silt fence: • Dig a trench 6 inch.. deep ..,a.. the atop. Unrall slit fence along the trench • Ensure stakes we n the downhill side of the fence • Join fencing by rolling the and stakes together • Drive stoke. In agalnwt downhill side of trench 0rive stakes until 15 inch.. of fabric i. in trench • Push fabric Into trench; spread along bottom • Fill trench with nail and pack down Maintenance: • Remove accumulated sediment before It is halfway up the fence. • Ensure that slit fence Is trenched In ground and there are no gape S. Divert Upland Runoff Purpose: Diwrslon berme Intercept runoff from above the construction site and direct It around the disturbed area. This prevents clean water from becoming muddled with Poll from the construction .It.. Requirements: 11 etormwatar runs onto your site from upslope areas and your .Its masts the following two conditions, you must Install a diversion berm before disturbing any soil 1. You plan to have one or more acres of wall exposed at any e time (secluding roads). 2. Averog. slope of the disturbed area Is 20% or steeper. How to Install: 1. Compact the berth with a shovel or earth -moving equipment. 2.Seod and mulch berm or cover with erosion control matting Immediately after I..tallaIT— 3. Stabilize the flow channel with seed and straw mulch or erosion control matting. Line the channel with 4 Inch stone If the channel slope is greater than 20X 4 Ensure the berm drains to an outlet stabilized with riprop Ensure that the,. is roelon at the outlet. S. The diversion berm shall remain in place until the disturbed or... am completely stabilized. 6. Slow Down Channelized Runoff Purpose: Stone check dome reduce erosion In drainage channels by slowing down the stormwatrr flow. Requirements: If there I. a concentrated flow (wog. In a ditch or channel) of stormwatr on your sit., then you must install stone check dam. Hay bales must not be used as check dams How to install: Height. No greater than 2 fast. Center of dam should be 9 riches lower than the side elevation Side elopes: 2-1 or flatter Stone size. Una a mixture of 2 to 9 inch Oons Width Dam. Mould span the width of the channel and extend up the aides of the banks Spacing. Space the dams so that the bottom (too) of the upstream dam Is at the elevation of the top (cre.t) of the downstream dam This spacing Is equal to the height of the check dam divided by the channel slope. Spacing (In feet) - Height of check dam (In feet)/Slops in channel (ft/ff) Maintenance Remove sediment accumulated behind the dam as needed to allow channel to drain through the stone check dam and prevent large flows from carrying sediment over the dam If significant erosion occurs between check dams, a Are, of atone Mould be Installed. 7. Construct Permanent Controls Purpose. Permanent stomiwater treatment practices are constructed to maintain water quality, enmurs groundwater flow., and prevent downstream flooding Practices Include detention ponds and wetlands. Infiltration basins, and slormwater filter. Requirements• If the total Impervious- area on your Its. or within the common plan of development, will be 1 or more acre., you must apply for a State Stormwater Discharge Permit and construct permanent stormwater treatment practices an your sit.. Theme practices must be Installed before the construction of any impervious surfaced How to comply. Contact the Vermont Stormwater Program and follow the requirements In the Vermont Stormwater Management Manual The Stormwater Management Manual Is available at: we vtwote,quality.org/slarmwatr htm .An linparvbue eufaee 1e • manned, airleea, Ineuding, but net Ain test d to, paved and unparroods, pang are... reef.. than" and aslkwaym, frer, which precipitation nine on rathrthan 8. Stabilize Exposed Soil Purpose: Seeding and mulching, applying erosion control matting, and hydroseeding or. all method. to stabilize exposed sod. Mulches and matting protect the sod surface while gross is establishing Requirements. All areas of disturbance must have temporary or permanent stabilization within 7. 14. or 21 days of Initial disturbance, a. stated In the project authorization. After this time, any disturbance In the area must be stabilized at the and of each work day. The following exceptions apply. • Stabilization 1. not required if sorthwork 1. to continue in the area within the next 24 hours and there I. no precipitation forecast for the next 24 hour. • Stabilization Is not required H the work is occurring in a self-contained excovation (i... no outlet) with a depth of 2 feet or granter (e.g. house foundation e.oawtlon, utility trench..) All areas of disturbance must have permanent stabilization within 48 hour. of reaching final grade. How to comply Prepare bars soil for sending by grading the top 3 to 6 inches of nail and removing any large rock. or debris Seeding Rates for Temporary Stabilization April 15 - Sept. 15 - - - Ryagrase (annual or perennial. 20 Ib./.Cre) Sept 15 - April 15 - - - winter rye: 120 lbs/acre dealer R ror Foul eiab--. cb••f1000. n Bvd•oofowm. or uelbJ vaTWav f 511 of Conran when cbvc -me on 1 a .2 1-Ma25 aM1ofFmpwe ma PaNea OA23ro• ofad•roor .nd75 roe whae cbvc. par ecrt Mulching Rates April 15 - Sept 15 -- Hoy or Straw: 1 inch deep (1-2 bales/1000 ..f.) Sept 15 - April 15 -- Hay or Straw. 2 in, deep (2-4 bale•/1000 e.f.)E realm Control Matting A. par manufacturers instructions Hydrce..d As par manufacturers Instructions 9. Winter Stabilization Purpose. Managing construction sites to minimize erosion and prevent sediment loading of waters Is a year-round challenge. In Vermont, this challenge becomes even greater during the late fall, winter, and early spring months Construction' struction as discussed here, describes the period between October 15 and April 15, when erosion previntlon and sediment control is significantly more difficult. Rains In late roll, thaws throughout the winter, and spring melt and rain. Can produce significant Rows over frozen and saturated ground, grnatly increasing the potential for aroslor. Requirements for winter Shutdown: Far thou projects that will complets worth disturbance activities prim to the winter period (October 15). the following requirement. must be adhered to: 1. Far areas to be stabilized by vegetation, sending shall be completed no Iota than September 15 to ensure adequate growth and cover 2. If ...ding is not completed by September 15. additional non-wgetatiw protection must be used to stabilize the site for the winter period This includes use of Erosion Control Matting or netting of a heavy mulch layer. Seeding with winter rye I. recommended to allow for early germination during wet spring condition.. 3. Where mulch Is specified. apply roughly 2 Inches with an BD-90X cover. Mulch Mould be tracked In or stabilized with netting In open area. vulnerable to wind Requirements for Winter Construction If construction activities involving earth disturbance continue past October 15 or begin before April 15. the following requirements must be adhered to: 1. Enlarged access points, stabilized to provide fen snow stockpiling. 2.Limits of disturbance moved or replaced to reflect boundary of winter work. 3. A mow management plan prepared with adequate storage and control of meltwater, requiring cleared snow to be stored down slope of all areas of disturbance and out of wtormwatr treatment structures. 4 A minimum 25 foot buffer shall be maintained from perimeter control. such a. milt fence. 5. In area. of disturbance that drain to o water body within 100 fast, two rows of silt fence must be Installed along the contour 6. Drainage structures must be kept open and free of snow and Ice dam.. 7.SIIt force and other practices requiring earth disturbance must be Installed ahead of frozen ground a. Mulch used for temporary wtabilizat on must be applied at doubt. the standard rate, or a minimum of 3 Inches with an BD-90R co- g. To ensure ar of disturbed •oil In advent. of a melt event, areas of tll.turb.d nail moat be .tablllzad at the and of each work day, with the following .... ptlonr • If no precipitation within 24 hours is forecast and work will resume In the name disturbed area within 24 hours, daily stabilization Is not necessary. • Disturbed or an that collect and retain runoff, much as house foundations or open utility tmri 10. Prim to mtobillmtlon, meow or Ice must be removed to team than 1 Inch thick.... If' Use stone to stabilize area. such an the perimeter of buildings under construction or where construction vehicle traffic 1. anticipated Slone path. Mould be 10 to 20 feet wide to accommodate Vehicular traffic. 10. Stabilize Soil at Final Grade Purpose: Stabilizing the site with seed and mulch or erosion control matting when It reaches Mal grade Is the beat way to prevent erosion while construction continues Requirements: Within 48 hours of final grading, the exposed soil must be seeded and mulched or covered with erosion control matting. Haw to comply. Bring the sit. or sectlons of the sits to final grade as soon a. possible after construction is completed This will reduce the need for additional sediment and erosion control measured and will reduce the total disturbed area. For seeding and mulching rates, follow the specifications under Rule 5, Stabilizing Exposed Soil. 11. Dewatering Activities Purpose - Treat water pumped from dowatering activities ao that It is clear when leaving the construction site Requirements: Water from dowatering activities that flow. off of the construction art* must be clear Water must not be pumped into storm .ewers, lake., or wetlands union the water Is clear. How to comply. Using .oek flit... or smdlmmt filter bags on dowatering discharge ho..a er pipes, discharge water into silt fence enclosures Installed In Vegetated areas away from waterway.. Remove accumulated sediment aft., the water he. dispersed and mt.bP)- the area with ...d and mulch. 12. Inspect Your Site Purpose Perform Its inspections to onmr. that all sediment and erosion control practices are functioning properly Regular Inspection. and maintenance of practices will help to reduce cost. and protect water quality. Requirements: Inspect the site at least once every 7 days and after every rainfall or anowmsit that results In a discharge from the site. Perform maintenance to wnmure that practices are functioning according to the specifications outlined In this handbook. In the event of a noticeable medbnent discharge from the eonebuettee Yid, you rout take Ynnledlelto action to Inspect and malnt.11 ealatsiq ere k pra denUon aM os n dfit canted prectis.e. Any vlaWy iocelered elomwter runoff t. erolre of the State must be reported Fanmo M rt.-P kp e6rhrgse on a.dable at. wWw.lrtsltderpNYRy rg/otermWetr.htm PLASTIC ORANGE CONSTRUCTION FENCE WOOD POST 1 30• i}�` Yrf EXISTING GRADE 18• r•, NATIVE MATERIAL CONSTRUCTION FENCE DETAIL N.T.S. 7emn (3 h) W COURSE am A - A= BET N to- J (4 M. MNMUM) MUKH SIDE VIEW ANERS/ON RIDGE REWIRED WHERE GRADE E71'CEEOS 2x 2x OR GREATER f� RLi40WilY FILTER FABRIC SECTION A - A NOTE.- / SWDB4GS OR SPILLWAY USE silA S CON77N000S BERM OF OR OTHER APPROWFO ME7h190S E7r/ruALENr I/E1G//r 70 CFNNNEUVF RUNOFF 70 REWIRED AS RE BIS/N Of/ it SUPPLY WATER 70 WASH WHEELS IF NECE554RY o O d A I A 2'--J' 50-75mm)) CO(IRS ACCREG4iF 12• MIN M/N. C (ISOYnmJ 77//CK RIDGE PLAN AD7EI /. /AE' 00111 AC'E OWL AE I9I01ADINED AV A Lriurygov ANT MEL PnEkw 7MO MMG OR ROOM ar SEAwEMT QVW A'ON AT6WT-CT--ARM DAY ANY MVLAWE 719E OMESSDWs AE'MN AWI7 CIFAN OUT OF ANY AIFAS ES MW 7D nw SEMADir 7. MMDV AdVESSM; Ili S WU Ar C U54MED FRIVAP TD DWAfMCE ONW AI44.G ANW-ar-MNY. S NpEW uLSHIMP 5 REWARER /T SHALL er OCWE AV AN MIA STAMEfTm RAN G EARYISD 57EWr 77MT OMAta' AVID AN APPAOl4D SrZWkVW now ov SMWW 84SAK STABILIZED CONSTRUCTION ENTRANCE N.T.S. DOWNSTREAM FLOWGNE SLOPE OF STRU&h* (m/m) -� OF ROCK 0.35 OL30 0.25 0.20 0.15 0.10 . 75 MAIOMUM 15 �WWATE DDEPTH OVER ROC _L s 20 150 30_ 38 41_ 50 - N - _ 100 END Pans •A• MUST K HIGHER `0.35 in/re OR FLATTER THAN THE now UNE PINT Y / FLOE LIIE l/7PE iP� MINR4M 011T14 OF COURK - - - _ - 15en To sawn ROCIt PLACED N OIAMREL (a5 TD 1.5 n.) FLOW UK IE 15a, EMS R.) OFFEIMICE FRONT NEW La.-L ACE DDRSTRUCTURESUCH TIAPUNT 13 APPROXIMATELY LEVEL 111711 THE LOWEST CMAD ELEVATION OF THE uPstRUM STRUCTURE -- STONE CHECK DAM STRUCTURE N.T.S. TEMPORARY SEEDING k MULCH OR °KT.' NG. s � •" SILT FENCE OR HAY BALES INSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. POSTS 1. SET POSTS AND 2. STAPLE THE WIRE EXCAVATE A 4•X8• MESH FENCING TO FILTER FASR1c TO BE ANGLE 10' TRENCH, SET POST WIRE POSTS. POST MIRAFl tODX OR APPROVED UPSLOPE FOR DOWNSLOPE. FENCING EQUAL STABILITY AND SELF CLEANING 100, POST ?ACING - _ 36• MIN z . villa 12* MIN. METAL Poor ta• 4 x 4 TmXG p 6 T 3. ATTACH FILTER FABRIC 4. STAPLE THE WIRE TO THE WARE FENCING MESH FENCING TO FILTER AND EXTEND IT TO END POSTS. FABRIC THE TRENCH. COMPACTE BACKFILL SILT FENCE CONSTRUCTION DETAIL N.T.S. 12' MIN. i FlLTER FABRIC TO BE CAPPED BEL GR ADE AND TAMPED r OELOW lXTAOE STEEL OR WOOD STAKES SEE CHART AT RIGHT 1. INSTALL MOM ENMROFENCE. OR APPROVED EQUAL OR AS DETAILED HEREIN. I INSTALL SLT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED all UNPROTECTED SLOPES CREATED DL MG CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL PLANS CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE OLT FENCES AIDE TO BE MAINTAINED UNTIL SLOPES ARE STABILIZED. I WHEN TWO SECTIONS OF FILTER LOTH ALIGN EA04 01HER. THEY SHALL BE OVERLAPPED BY a•, FOLDED AND STAPLED. SILT FENCE DETAIL N..S SITE ENGWEER: C CM ENG 11,111 NG I49500ATEL INC• TOAUMFELO EWLVF VTSM Ow►irl FAR' 0014*04M sad: wsvrl tsaw OWNER: KEVIN MEEHAN 72 BARTLETT BAYRD SOUTH BURLINGTON VERMONT PROJECT: PROPOSED SLOPE STABILIZATION PROJECT 72 BARTLETT BAY RD SOUTH BURLINGTON VERMONT LAID CHAMPLAIN LOCATION MAP 1• = 2000' asnmM EROSION CONTROL DETAILS Din DLWMG NUM SEPT., 2011 Wal AS SHOWN C2.0 PM. Wa. 11231 SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 October 19, 2006 David Goodrich 269 Coon Hill Road Colchester, VT 05446 Re: DRB Minutes - Bartlett Bay Road Dear Mr. Goodrich: For your records, enclosed is a copy of the approved minutes from the October 3, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. DEVELOPMENT REVIEW BOARD 3 OCTOBER 2006 Ms. Quimby moved to continue Preliminary Plat Application #SD-06-66 and Final Plat Application #SD-06-67 until 17 October 2006. Mr. Farley seconded. Motion passed unanimously. ., 11. Miscellaneous Application #MS-06-08 of David Goodrich to expand footprint , /of an existing single family dwelling from 1768 sq. ft. to 2452 sq. ft. in a surface water buffer area, 72 Bartlett Bay Road: Mr. Belair noted the corrected square footage to 2452 sq. ft. Mr. Goodrich said they added a covered porch in the rear and moved the building back 2 feet. It has been taken out of the flood plain, and they have an exemption letter. Mr. Belair said the Stormwater Superintendent has to look at the plan and review the contour lines. The motion was amended to eliminate Stipulation #3 and renumber subsequent stipulations. Ms. Quimby moved to approve Miscellaneous Application #MS-06-08 of David Goodrich subject to the stipulations in the draft motion as amended above. 12. Site Plan Application #SP-06-54 of Christine & Charles Newhardt to add a 695 sq. ft. accessory residential unit, 53 East Terrace: Mr. Newhardt said there is no change to the footprint of the building. Ms. Newhardt said there will be "in -line" parking in the driveway, which is double -wide. Tenants will stack cars in one lane and the Newhardts will do the same in the other lane. Ms. Quimby moved to approve Site Plan Application #SP-06-54 of Christine & Charles Newhardt subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 13. Continued Sketch Plan Application #SD-06-69 of R. L. Vallee to amend a previously approved plan for a service station with gas sales. The amendment consists of: 1) razing the existing service station building, 2) constructing a 3,000 sq. ft. building consisting of 1600 sq. ft. of short-order restaurant use and 1400 sq. ft. of convenience store use, 811 Williston Road: Mr. Belair advised that the applicant requested a continuance until 7 November. Ms. Quimby moved to continue Sketch Plan Application #SD-06-69 until 7 November. Mr. Farley seconded. Motion passed unanimously. -7- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 12, 2006 David Goodrich 269 Coon Hill Road Colchester, VT 05446 Re: Miscellaneous application #MS-06-08 Dear Mr. Goodrich: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Development Review Board on October 3, 2006 (effective October 11, 2006). Please note the conditions of approval including that you obtain a zoning permit within six (6) months. If you have any questions, please contact me. Sincerely, G L Bets cDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7005 3110 0004 4484 6883 ( 566dr(cft R4� MW 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 jV.S.A. § 4471(c). HEARING DATE�K) ,r 3 O (' NAME MAILING ADDRESS PROJECT OF INTEREST ely"o 0 e 4V'� Tc-ok PI -Ilk �CI o�u S - �r a C LA-.� fj -�C, ✓J I -e '5 .5crio4c �, �UnG►Ns�o��� o �A eu e�r 461 �'` Tom. 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: r7--'P%--"' i O 13 b, Q NAME MAILING ADDRESS PROJECT OF INTEREST CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 28, 2006 David Goodrich 269 Coon Hill Road Colchester, VT 05446 Re: 72 Bartlett Bay Road Dear Mr. Goodrich: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, October 3, 2006 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, <—�14E C Betsy M Donough Planning & Zoning Assistant Encl. cc: Brian Precourt CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 22, 2006 Michelle Starr William Warnock 69 Bartlett Bay Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburi.com for the official agenda, posted the Friday before the meeting) for the October 3, 2006 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 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, �D L8L Betsy McDonough Planning & Zoning Assistant Encl. r RECEIVE':: OCT 0 2 CK ---- -- I cm Jill PC - fi� h�-� __ _►�-1 lu,,�, a� S � Q , - -2 MIA ac-J-� 1-4 -, CJ CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING DEVELOPMENT REVIEW BOARD Report preparation date: Septemb 22, 2006 \drb\misc\Goodrich\conditional_use.doc Application received: August 31, 2006 MISCELLANEOUS APPLICATION #MS-06-08 72 BARTLETT BAY ROAD Meeting Date: October 3, 2006 A enda # 11 Owner/Applicant Property Information David Goodrich Tax Parcel 0130-00072 269 Coon Hill Road Lakeshore Neighborhood Colchester, VT 05446 Flood lain Overlay District Subject Property i David Goodrich, hereinafter referred to as the applicant, is seeking miscellaneous approval to expand the footprint of an existing single family dwelling from 1768 sq. ft. to 2138 sq. ft. in a surface water buffer area, 72 Bartlett Bay Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on August 31, 2006 and have the following comments. Table 1. Dimensional Requirements LN Zoning District Required Proposed Min. Lot Size 12,000 SF 13,800SF Max. Building Coverage 20% 12.8% Max. Overall Coverage 40% 22.2% Min. Front Setback 20 ft. 31 ft Min. Side Setback 10 ft. 10 ft. Min. Rear Setback 30 ft. >30 ft. zoning compliance CONDITIONAL USE CRITERIA Pursuant to Section 12.01(D) of the South Burlington Land Development Regulations, the proposed structure shall be reviewed as a conditional use and shall meet the following standards: The proposed use, in its location and operation, shall be consistent with the planned character of the area as defined by the City of South Burlington Comprehensive Plan. Staff feels that the proposed project is consistent with the planned character of the area, as defined by the Comprehensive Plan. The proposed use shall conform to the stated purpose of the district in which the proposed use is located. Staff feels that the proposed project is consistent with the stated purpose of the Lakeshore Neighborhood District, which is "to encourage residential use at densities and setbacks that are compatible with the existing character of the lake shore neighborhoods located in the vicinity of Bartlett Bay Road and Homes Road. " The Development Review Board must find that the proposed uses will not adversely affect the following: 1► (a) The capacity of existing or planned municipal or educational facilities. The proposed project will not adversely affect municipal services. This addition will have no impact on educational facilities. (b) The essential character of the neighborhood or district in which the property is located, nor ability to develop adjacent property for appropriate uses. The proposed project will not have an adverse affect on the character of the neighborhood or zoning district that this property falls within. (c) Traffic on roads and highways in the vicinity. It is extremely unlikely that this proposed addition will generate any additional traffic. Any traffic that is generated by this addition will be negligible in its effect on the neighborhood. (d) Bylaws in effect. The proposed project meets all of the dimensional standards of the zoning district. (e) Utilization of renewable energy resources. The proposed project will not likely affect renewable energy resources. (0 General public health and welfare. The proposed project will not likely have an adverse affect on general public welfare. SITE PLAN REVIEW STANDARDS Pursuant to Sections 14.06 and 14.07 of the Land Development Regulations, the proposed conditional use shall meet the following standards: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposed project has been planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. 3 l Parking is to the front and side of the building. However, given that the nature of the project as a single-family residential use, staff finds this layout acceptable and in harmony with the rest of the neighborhood. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The applicant has stated that the proposed structure will be approximately 24'2"' in height, which is in compliance with Section 4.07(E) and 4.08(F) of the Land Development Regulations. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 1. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff feels that this requirement is being met. (f) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Staff feels that this requirement is being met. (g) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to require any additional access easements as part of the proposed project. (h) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already stated that any new utility lines, services, and service modifications shall be underground. i� 1 (i) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). As this is a single-family residential lot, it is unlikely that this criterion would apply. Q) Landscaping and Screening Requirements The proposed project does not require additional landscaping or screening under the SBLDR. Furthermore, no trees or shrubs are proposed to be removed in order to accommodate the addition and so none are required to be replaced. Pre -Existing Structures along Lake Champlain and within Queen City Park This proposed expansion shall be reviewed under Section 12.01(D) of the SBLDR which includes all lands within one hundred fifty feet horizontal distance of the high water elevation of Lake Champlain. The expansion and reconstruction of pre-existing structures on these lands may be approved by the DRB as a conditional use provided the requirements of the underlying zoning district and the following standards are met: a) The structure to be expanded or reconstructed was originally constructed on or before April 24, 200. The existing structure meets this criterion. b) The expanded or reconstructed structure does not extend any closer, measured in terms of horizontal distance, to the applicable high water elevation or stream centerline than the closest point of the existing structure. The proposed expansion is no closer to the lake than the existing structure. c) The total building footprint area of the expanded or reconstructed structure shall not be more than fifty percent larger than the footprint of the structure lawfully existing on April 24, 2000. The proposed expansion meets this criterion: the expansion is 42% of the existing structure. d) An erosion control plan for construction is submitted by a licensed engineer detailing controls that will be put in place during construction or expansion to protect the associated surface water. The applicant has submitted an erosion control plan which has in turn been reviewed by the City's Stormwater Superintendent. His comments are attached. The plan was difficult to review as no contour lines were shown on the plan. The applicant should revise the plans to include contour lines and shall be re- evaluated by the Stormwater Superintendent. 5 2. The plans shall be revised to include contour lines. 3. The South Burlington Stormwater Superintendent shall review the revised plans and provide comment. The revised plan shall meet the satisfaction of the Stormwater Superintendent. e) A landscaping plan showing plans to preserve maintain and supplement existing trees and ground cover vegetation is submitted and the DRB finds that the overall plan will provide a visual and vegetative buffer for the lake and/or stream. The plan indicates that all trees will remain and meets this criterion. OTHER Staff found initially that the subject lot is located within the Floodplain Overlay District. However, the applicant has since secured a Letter of Map Amendment from FEMA. Staff is satisfied that the proposal will not have any undue adverse effect on the lake. RECOMMENDATION Staff recommends that the Development Review Board approve Miscellaneous Application #MS-06-08, subject to the applicant addressing the numbered items in the comments section of this report. Respectfully submitted, athya La Rose, Associate Planner Copy to: David Goodrich, applicant R Cathyann LaRose From: Thomas DiPietro [sbpwtjd@adelphia.net] Sent: Tuesday, September 26, 2006 8:45 AM To: 'Cathyann LaRose' Subject: Comments on Erosion Control Plan for 72 Bartlett Bay Road 'athy, =ollowing are my comments on the proposed addition for the property located at 72 Bartlett Bay Road: • Hay bales must NOT be used as sediment barriers due to their tendency to degrade and fall apart. They may be used to reinforce the downhill side of silt fence, but can not be used as a barrier to prevent sediment from leaving the construction site • Please add a note stating that disturbed soils will be seeded and mulched within 48 hours of reaching final grade. • No contour lines or elevations are given and the extent of the necessary site work is unclear. If heavy machinery will be on -sit( for an extended period of time in order to remove/add soil the installation of a stabilized construction entrance will be necessary. k good resource of information on erosion and sediment control for homeowners can be found at the State of Vermont web page at: ittp://www.vtwaterquality.org/stormwater/docs/construction/sw_low_ risk_ site_handbook.pdf Fhank you for the opportunity to comment. Tom DiPietro Tomas J. DiPietro Jr. >tormwater Superintendent >outh Burlington DOPW 'hone: (802) 658-7961 -ax: (802) 658-7976 ;bpwtjdCa)adelphia.net a/28/2006 SILT F CE AND/OR HAY BAI-Ek EMBEDMENT �ISTALLED BELOW CONSTR CTION� AREA 5 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 Permit # AS - d� - 6 v APPLICATION FOR THE DEVELOPMENT REVIEW BOARD 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 site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ( ) Appeal from decision of the Administrative Officer (includes appeals from Notice of Violation ( ) Request for a conditional use ( ) Request for a variance (t.Other, PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY): WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING ? 1) OWNER OFwREC9RD (Name as shown on deed, mailing address, phone & fax #): 2) LOCATION OF LAST RECORDED DEED (book & page #) 3) A2PLICP.,,NT (name, iling address, phone and fax #) y C-) ?.pie - 9Y`f 7 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone,& fax #, if different from above): A/ /, n it PROJECT STREET ADDRESS: I ram ' r I,SL 6) TAX PARCEL ID #: 7) PROJECT DESCRIPTION A. Existing Uses on Property (including description and size of each separate B. Proposed Uses on Property (include description and size of each new use anc existing uses tg remain): _ I r, n ,�, At C. Total building square footage on property (proposed buildings & existing building to remain): i D. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): won A 4) Q2Floo�'S _Tl �i�e�e�� E. Number of residential Qnits if applicable new }nits & existing units to remain): e) 1 N A Jiff(. h. 64-M 1. (JwcAw. F. Number of employees & cprfipany vehicles (existing & proposed, note office vs. non -office employees): /V Q G. Other (list any other information pertinent to this application not specifically requested above, please node if overlay districts are applicable): 8) LOT COVERAGE IL -hot POO + A. Total parcel size: Sq. Ft. ` B. Buildings: Existing /ZA % / � � Sq. Ft Proposed / S• S % / _ (3 8 Sq. Ft. C l C. Overall impervious coverage (building, parking, outside storage, etc) Existing 12-P fl % l 1266 Sq. Ft. Proposed=,2.% % / n(e 8 Sq. Ft. D. Total area to be disturbed during construction: Noo Sq. Ft. * * Projects disturbing more than one-half 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 acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES A. Building (including interior renovations): $ B. Landscaping $ $. O(3O, C. Other sjte improvements (please list with cost): 10) ESTIMATED TRAFFIC: A. Average daily traffic for entire property (in and out): B. A. M. Peak hour for entire property (in and out): C. P.M. Peak hour for entire property (in and out): 11) PEAK HOURS OF OPERATION 12) PEAK DAYS OF OPERATION 13) ESTIMATED PROJECT COMPLETION DA 14) LIST ABUTTING PROPERTY OWNERS: (list names and address of all abutting property owners, including those across any street or right-of-way. You may use a separate sheet of paper if necessary): - 6 �rn l I hereby certify that all the information requested as part of this application has been submitted and is accurate to4he best otmy knetedrae�. Do not write below this line DATE OF SUBMISSION: �/31 REVIEW AUTHORITY: development Review Board ❑ Director, Planning & Zoning I have reviewed this application and find it to be: OMPLETE ❑Incomplete Dir*tor of Planning & Zoning or Designee J EXHIBIT A SITE PLAN The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (11" x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. o Lot drawn to scale (20 feet scale if possible). o Survey data (distance and acreage). o Contours (existing and finished). o Proposed landscaping schedule (number, variety, and size) as required in Section 13.06(G) of the Land Development Regulations. o Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping. o Existing and proposed curb cuts, pavement, walkways. o - Zoning boundaries. o Number and location of parking spaces (as required under Section 13.01(b) of the Land Development Regulations). o Number and location of handicapped spaces (as required under Section 13.01(I) of the Land Development Regulations). o Location of septic tanks (if applicable). o Location of any easements. o Lot coverage information: Building footprint, total lot, and front yard. o North arrow. o Name of person or firm preparing site plan and date. o Exterior lighting details (cut sheets). All lights should be down casting and shielded. o Dumpster locations (dumpsters must be screened). o Bicycle rack as required under Section 13.01(G)(5) of the Land Development Regulations. o If restaurant is proposed, provide number of seats and square footage of floor area provided for patron use but not containing fixed seats. APPLICATION FEE ❑ Appeal of Administrative Officer $ 110.00* ❑ Conditional Use $ 135.00* ❑ Miscellaneous $ 85.00* ❑ Variance $ 135.00* *includes $10.00 recording fee