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HomeMy WebLinkAboutMS-11-03 MS-11-04 - Supplemental - 0000 Moss Glen LaneApril 21, 2014 Re: #MS-14-04 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 commencement of Vour protect. If you have any questions, please contact me. SijayJ. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 6126 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 2°d day of April , 20 14 , a copy of the foregoing public notice for Miscellaneous application #MS-14-04 , was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (Oak Creek Adjoiner List) Spargo, Philip & Elaine 22 Wildflower Dr. So. Burlington, VT 2 Butler Drive Costales, Roger A So. Burlington, VT 1408 Hinesburg Rd Capotrio, Mary Jo So. Burlington, VT Dubois, Homer L & Marie J 1405 Hinesburg Rd So. Burlington, VT 1410 Hinesburg Rd Zimmermann, Robert K & Sarah R So. Burlington, VT JAM Golf, LLC P.O. Box 132 Lyndon Center, VT Leclair, Kiki & Daniel 22 Fox Run Ln So. Burlington, VT Wright, David & 23 Fox Run Ln So. Burlington, VT 18 Mill Pond Ln Penpa Kongpo So. Burlington, VT 20 Mill Pond Ln Martelle, Pierre A & Susan So. Burlington, VT Dooley, John A & Sandra S 44 East Terr So. Burlington, VT 24 Mill Pond Ln Scagnelli, David & Nancy So. Burlington, VT 60 Moss Glen Ln O'Farrell, Liam M So. Burlington, VT Craig, William J & Gay M 56 Moss Glen Ln So. Burlington, VT Vock, Stephen A 54 Moss Glen Ln So. Burlington, VT South Burlington, City of 575 Dorset St So. Burlington VT Mount, James D & Kelly L 52 Moss Glen Ln So. Burlington, VT Johnson, Michael D & Suzanne 50 Moss Glen Ln M So. Burlington, VT 48 Moss Glen Ln Diferdinando, Robert G & Alla So. Burlington, VT Shaw, Christopher & Judith 57 Moss Glen Ln So. Burlington, VT 26 Oak Creek Dr Chuong, Anh So. Burlington, VT 1400 Hinesburg Rd Applebaum, Jackson So. Burlington, VT 1 Butler Dr Szwaja, Marian & Sophie Trust So. Burlington, VT 1402 Hinesburg Rd Hannon, John So. Burlington, VT Gardner, Bradley C Overview PO Box 21 Inc. Colchester, VT 2 Whiteface St Brady, Patrick & Ellie So. Burlington, VT 1 Whiteface St Wu Junru & Wu Yi Ying L So. Burlington, VT 1406 Hinesburg Rd McQuillen, Kevin J & Carol So. Burlington, VT 100 Butler Dr Yang, Jie & Lee So. Burlington, VT 99 Butler Dr Miller, Joel L & Jessica L So. Burlington, VT 21 Wildflower Dr Barnes, Tyler S & Meghan L So. Burlington, VT Dated at Essex Junction , Vermont, this 2°d day of April , 20 14. Printed Name: Aldrich + Elliott PC Attn: Jason R. Booth PE Phone number and email: Tel: (802) 879-7733 Email: ibooth@aeenizineers.com Signature: Date: April 2, 2014 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street, South Burlington, VT 05403 South Burlington Sample Certificate of'Sen,ice Form. Rev. 1-2012 southburlington PLANNING & ZONING Permit # (officc asc onto) 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 0✓ Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): City of South Burlington, Attn: Tom DiPietro, Jr., 575 Dorset St., So. Burlington, VT 05403 Robert & Jane Miller, 19 Butler Drive, So. Burlington, VT 05403 Rachel & Steve Sermeth, 17 Butler Drive, So. Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED (book & page #) (Volume/Page) 281/211, 281 /213, 281 /217, 371 /86, 276/96, 830/594 3) APPLICANT (name, mailing address, phone, fax #) City of South Burlington Stormwater Utility, 104 Landfill Road, So. Burlington, VT 05403 Attn: Tom DiPietro, Jr. Tel: (802) 658-7961 x108, Fax: (802) 658-7976 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): Aldrich + Elliott, PC, Attn: Jason R. Booth, PE, Project Manager 6 Market Place Suite 2 Essex Junction Vermont 05452 a. Contact e-mail address: JBooth@AEengineers.com 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 5) PROJECT STREET ADDRESS: 58, 27 & 28 Moss Glen Lane, 17 & 19 Butler Drive, and 1275 Hinesburg Road 6) TAX PARCEL ID #: 1195-00058, 1195-00027, 1195-00028, 0295-00017, 0295-00019 and 0860-01275 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Stormwater improvements, streambank stabilization & floodplain restoration throughout the Butler Farms & Oak Creek Village neighborhoods. Includes construction of one new stormwater pond in Butler Farms and construction of two ponds in the Oak Creek Village. neighborhood with associated pipe replacement. b. Existing Uses on Property (including description and size of each separate use): Residential neighborhoods. Homes and open space. c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): One new stormwater treatment pond, bank stabilization, floodplain restoration and reconstruction of two existing stormwater ponds in Oak Creek Village. Includes pipe replacement associated with pond reconstruction. d. Total building square footage on property (proposed buildings & existing building to remain): N/A Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): N/A f. Number of residential Units (if applicable, new units & existing units to remain): N/A g. Number of employees & company vehicles (existing & proposed, note office vs. 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): None. Conditional Use / Variance / Miscellaneous Application Form, Rev_ 12-2011 8) LOT COVERAGE Multiple parcels. No new buildings. a. 'Total parcel size: Sq. Ft. b. Buildings: Existing % / Sq. Ft Proposed % / Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing % / Sq. Ft. Proposed % / Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) Existing % / Sq. Ft. Proposed % / Sq. Ft. e. Total area to be disturbed during construction: 268,765 Sq. Ft. * 6.17 acres * 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): S 0 b. Landscaping S0 c. Other site improvements (please list with cost): Butler Farms Stormwater Pond: $350,000 Bank Stabilization: $14,000 OCV Pond 2 Reconstruction: $500,000 Floodplain Restoration: $62,000 OCV Pond 3 Reconstruction: $315,000 TOTAL =—$1,241,000 10) ESTUNIA'FED 'TRAFFIC: a. P.M. Peak hour for entire property (in and out): N/A 11) PEAK HOURS OF OPERATION N/A 12) PEAK DAYS OF OPERATION N/A 13) ESTIMATED PROJECT COMPLETION DATE9/30/2012 14) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (1 I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time 6 3 Conditional Use / Variance / Miscellaneous Application Form_ Rev. 12-2011 of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certifv that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. 09W, Sq� by Tromp D;v�rre W. W Dtt �Thepsd m of Jr- q. a15M'i 6uninryton. Ode: 0 A 02-13 Puke works. smaJ.tAlpiHna$fCull.mm. c-'J'a Ode: zou oz.0 io:ez,e csac SIGNATURE OF APPLICANT Dv" "-a by Tromp OP." x. Drt a,-rnomp o�v�.vo x.. ata, msesn+arrugeoa �/' Thomas J. DiPietro Jr. 2]t4.021] 10:5145 SIGNATURE OF PIZOPEIZTY OWNER Do not write below this line DATE OF SUBMISSION: 31 I have reviewed this application and find it to be: COMPLETE ❑ incomplete PRINT NAME 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. 12-2011 11/06/2008 15:40 8028634264 PAGE 01/01 of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete; the AdmWstrative Officer will provide the applicant with a draft meeting agendas or public Bearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby cettiN 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 AITURE Of'1'dtLOPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this application and find it to be: ❑ COMPLETE ❑ Tocomplete Administrative Officer Date :The applicant orpemittee retains the obligation to identify, applvfvr, and obtain relevant state permits `pr this project, Call (802) 879-5676 to speak with the regional Permit Specialist. Condinor'.V Use I Vari®nco I Mist #anseus ApphcaAon Form. Rev. 12-2011 1 LETTER OF TRANSMITTAL Transmitted To: Attention: Ray Belair Company: City of South Burlington Address: 575 Dorset Street South Burlington, VT 05403 We Transmit: M Herewith ❑ In accordance with your request For Your: Date: April 1, 2014 Project No: 14013.000 Phase No: 110 Task No: -- Project Name Permitting Assistance ❑ Approval ❑ Distribution to Parties ❑ Review & Comment ❑ Records ® Use Material Transmitted: ® Drawings ❑ Specifications ❑ Shop Drawings ❑ Other Aldrich + Elliott WATER RESOURCE ENGINEERS Copies Date Description 1 Oct. 2013 Hayes Avenue Stormwater Improvements — Record Drawings (11 x17) 1 Mar. 2012 Oak Creek Village Stormwater Improvements — Records Drawings (11 x17) 1 j 1/19/11 j Ridgewood / Indian Creek Condominiums —As-Built Plan (11x17) Remarks: Hi Ray, Attached are the 11" x 17" drawing sets for the three stormwater projects up for DRB approval. Copies: d By: Rachel Marvin, PE Staff Engineer b Market Place, Suite 2 Essex Junction, VT 05452 802.879.7733 www.AEengineers.com State of Vermont AMENDMENT CASE NO 4CO614-5 APPLICANT City of South Burlington ADDRESS attn: Tom DiPietro 575 Dorset Street South Burlington, VT 05403 LAWS/REGULATIONS INVOLVED 10 V.S.A. §§ 6001 - 6092 (Act 250) District Environmental Commission #4 hereby issues Land Use Permit Amendment 4CQ614-5, pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in Book 281, Page 215, of the land records of the City of South Burlington, Vermont, as the subject of a deed to the City of South Burlington, the Permittee as Grantee. This permit specifically authorizes the Permittee to construction of stormwater treatment pond and associated stormwater collection system modifications (catch basins and pipes). The Project is located on Hinesburg Road in the City of South Burlington. The project is subject to Act 250 jurisdiction because the project is a material change to a development over which the Commission has jurisdiction and thus a land use permit amendment is required pursuant to Act 250 Rule 34. The Permittee, and its assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: 1. All conditions of Land Use Permit #4C0614 and amendments are in full force and effect except as amended herein. 2. Representatives of the State of Vermont shall have access to the property covered by this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. The project shall be completed, operated and maintained in accordance with: the plans and exhibits on file with the District Environmental Commission, and the conditions of this permit. 4. The approved plans are: Sheet G-001 - "General Notes & Legend, Butler Farms Stormwater Pond" dated 4/29/11; Sheet C-101 - "Existing Conditions Plan, Butler Farms Stormwater Pond" dated 4/29/11; Sheet C-102 - "Erosion Prevention and Sediment Control Plan, Butler Farms Stormwater Pond" dated 4/29/11; Land Use Permit 44C0614-5 Page 2 of 5 Sheet C-103 - "Overall Site Plan, Butler Farms Stormwater Pond" dated 4/29/11; Sheet C-104 - "Site Plan, Butler Farms Stormwater Pond" dated 4/29/11; Sheet C-105 - "Sections, Butler Farms Stormwater Pond" dated 4/29/11; Sheet C-106 - "Storm Drain Plan & Profile, Butler Farms Stormwater Pond" dated 4/29/11; Sheet C-107 - "Miscellaneous Details, Butler Farms Stormwater Pond" dated 4/29/11; Sheet C-108 - "Miscellaneous Details 2, Butler Farms Stormwater Pond" dated 4/29/11; Sheet C-109 - "Erosion Control Details, Butler Farms Stormwater Pond" dated 4/29/11; and Sheet L-101 - "Landscape Plan, Butler Farms Stormwater Pond" dated 4/29/11. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. 6. No changes shall be made in the design or use of this project without the written approval of the District Coordinator or the Commission, whichever is appropriate under the Act 250 Rules. 7. Pursuant to Act 250 Rule 51(G), the permit application and material representations relied upon during the review and issuance of this permit by the District Commission shall provide the basis for determining future substantial and material changes to the approved project and for initiating enforcement actions. 8. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the pennit, as provided by 10 V.S.A. §§ 6001-6092 and the rules of the Natural Resources Board (Act 250 Rules). 9. The conditions of this permit and the land uses permitted herein shall run with the land and are binding upon and enforceable against the Permittee and their successors and assigns. 10. This permit hereby incorporates all of the conditions of the following Agency of Natural Resources Permit: Construction General Permit #3-9020 (NOI 46660-9020) issued on June 23, 2011 by the Water Quality Division. Any subsequent nonmaterial changes to this permit shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. Subsequent amendments involving material changes to the Act 250 permit shall not be constructed prior to review and approval of the District Coordinator or the District Commission under applicable Act 250 Rules. 11. Immediately upon initial roadway clearing, a stabilized construction entrance must be installed and maintained as shown on Sheets C-102 & C-109 (Exhibits #19 & #26) at the Project's access from Marcy Street. This entrance must be constructed and maintained in accordance with the specifications as described in the Vermont Standards & Specifications for Erosion Prevention & Sediment Control (2006). No further clearing or construction beyond the stabilized construction entrance may occur until the stabilized construction entrance is complete. E Land Use Per►nit #4C0614-5 Page 3 of 5 12. There shall be no floor drains installed at the facility without first acquiring the required Underground Injection Control Permit from the Wastewater Management Division of the Agency of Natural Resources, 13. The Permittee shall comply with Exhibits #26 (Sheet C-109) for erosion control. The Permittee shall prevent the transport of any sediment beyond that area necessary for construction approved herein. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 14. All mulch, siltation dams, water bars and other temporary devices shall be installed immediately upon grading and shall be maintained until all roads are permanently surfaced and all permanent vegetation is established on all slopes and disturbed areas. Topsoil stockpiles shall have the exposed earth completely mulched and have siltation checks around the base. 15. All areas of disturbance must have temporary or permanent stabilization within 14 days of the initial disturbance. After this time, any disturbance in the area must be stabilized at the end of each work day. The following exceptions apply: i) Stabilization is not required if work is to continue in the area within the next 24 hours and there is no precipitation forecast for the next 24 hours. ii) Stabilization is not required if the work is occurring in a self-contained excavation (i.e. no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). 16. All disturbed areas of the site shall be stabilized, either seeded and mulched or covered in stone or rolled erosion control matting immediately upon completion. of final grading. All disturbed areas not involved in winter construction shall be double mulched and seeded before September 15. Between the periods of October 15 to April 15, all earth disturbing work shall conform with the "Winter Construction" standards and specifications of the Vermont Standards & Specifications for Erosion Prevention & Sediment Control (2006). 17. Prior to construction of the approved work, the Permittee shall complete the following: a) construction limits shall be clearly delineated with flagging of snowfencing; b) diversion ditches shall be placed on the uphill limits of the construction area; and c) temporary siltation controls shall be placed on the downhill limits of the construction. Immediately following the above, the permanent drainage system and/or roads shall be installed after which normal construction can begin. 18. A copy of the approved erosion control plan shall be on the site at all times during construction. 19. In addition to conformance with all erosion control conditions, the Permittee shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the requirements of this condition does not absolve the Permittee from compliance with 10 V.S.A. (§§ 1250-1284) Chapter 47, Vermont's Water Pollution Control Law. 20. The Permittee shall maintain a 50-foot undisturbed, naturally vegetated buffer strip between all watercourses on the project site and any disturbed areas. r Land Use Permit #4C0614-5 Page 4 of 5 21. All stumps shall be disposed of on -site above the seasonal high water table or at a State approved landfill so as to prevent groundwater pollution. 22. The Permittees and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit #27 (Sheet L-101 by replacing any dead or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 23. No exterior light fixtures or signage has been proposed or approved by this permit amendment. 24. Each prospective purchaser of the lot shall be shown a copy of the approved plot plan, Potable Water Supply and Wastewater System Permit, Stormwater Permits, the Land Use Permit and Amendments and the Findings of Fact before any written contract of sale is entered into. 25. No further subdivision, alteration, and/or development of any parcel of land approved herein shall be permitted without the written approval of the District Commission or a written determination from the District Coordinator that a permit is not required. 26. The Permittee shall reference the requirements and conditions imposed by Land Use Permit #4C0614-5 in all deeds of conveyance and leases. 27. Pursuant to 10 V.S.A. § 6090(c) this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. Notwithstanding any other provision herein, this permit shall expire three years from the date of issuance if the Permittee has not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). 28. All site work and construction shall be completed in accordance with the approved plans by October 30, 2014, unless an extension of this date is approved in writing by the Commission. Such requests to extend must be filed prior to the deadline and approval may be granted without public hearing. 29. The Permittee shall file a Certificate of Actual Construction Costs, on forms available from the Natural Resources Board, pursuant to 10 V.S.A. § 6083a(g) within one month after construction has been substantially completed or three years from the date of this permit, whichever shall occur first. Application for extension of time for good cause shown may be made to the District Commission. If actual construction costs exceed the original estimate, a supplemental fee based on actual construction costs must be paid at the time of certification in accordance with the fee schedule in effect at the time of application. Upon request, the Permittee shall provide all documents or other information necessary to substantiate the certification. Pursuant to existing law, failure to file the certification or pay any supplemental fee due constitutes grounds for permit revocation. The certificate of actual construction costs and any supplemental fee (by check payable to the "State of Vermont") shall be mailed to: Natural Resources Board, National Life Records Center Building, National Life Drive, Montpelier, VT 05620-3201; Attention: Certification, 30. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A., § 6027(g). Land Use Permit #4C0614-5 Page 5 of 5 Dated at Essex Junction, Vermont, this Members participating in this decision: Larry Veladota Monique Gilbert �M day of October, 2011. By K ista Rein hart, Xcting Chair in This matter istrict 94 Commission Any party may file a motion to alter with the District Commission within 15 days from the date of this decision, pursuant to Act 250 Rule 31(A) Any appeal of this decision must be filed with the Superior Court, Environmental Division within 30 days of the date the decision was issued, pursuant to 10 V.S.A. Chapter 220. The Notice of Appeal must comply with the Vermont Rules for Environmental Court Proceedings (VRECP). The appellant must file with the Notice of Appeal the entry fee required by 32 V.S.A. § 1431 and the 5% surcharge required by 32 V.S.A. § 1434a(a), which is $262.50 as of January 2011. The appellant must also serve a copy of the Notice of Appeal on the Natural Resources Board, National Life Records Center Building, Montpelier, VT 05620-3201, and on other parties in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. Decisions on minor applications may be appealed only if a hearing was held by the district commission. Please note that there are certain limitations on the right to appeal. See 10 V.S.A. § 8504(k) For further information on filing appeals, see the Vermont Rules for Environmental Court Proceedings, available on line at hn://www.vermontiudiciary.org/GTC/environmental/default.aspx or call 802-828-1660. The Court's mailing address: Superior Court, Environmental Division 2418 Airport Rd., Suite 1, Barre, VT 05641-8701. W:\Act250\DIST4\PROJECTS\4C05014C0750\4C0614\4C0614-5\4C0614-5 PMT.wpd EXHIBIT LIST FOR APPLICATION #4C0614-5 Page 1 E I DATE I E I A= Applicant X R I N I T= Town H I E I T I 0= Opponent I I C I E I RPC = Regional Planning Commission B I E I R I ANR = Agency of Natural Resources I I I I E I VTRANS = Vt. Agency of Transportation T I V I D I DPS = Department of Public Services E I M = Municipality D I DHP = Division for Historic Preservation WMD = Wastewater Management Division N I I B L= Landowner 0.1 I Y Nature of Exhibit and Date Entered 1 6/3/11 A Cover Letter by Michael Katz, PE, Stantec Consulting Services (6/2/11) 2 Act 250 Land Use Permit Application Cover Sheets 3 Schedule A - Fee Information 4 Schedule F - Certificate of Service 5 Schedule G 6 Schedule B - Act 250 Narrative 7 Municipal Impact Questionnaire 8 Schedule E - Adjoiner Information 9 Map: FEMA Flood Zone Map Drw. 001 (Undated) 10 Map: Hydric Soils Map Drw. 001 (Undated) 11 Map: Soil Hydrologic Group Drw. 001 (Undated) 12 Map: Prime Agricultural Soils Map Drw. 001 (Undated) 13 Map: Soil Forest Value Group Drw. 001 (Undated) 14 Map: Mineral and Earth Resources Drw. 001 (Undated) 15 Map: Class 2 Wetland 16 Map: Rare, Threatened and Endangered Species W:\Act250\DIST4\PROJECTS\4C0501-4C0750\4C0614\4C0614-5\4C0614-5 exhlist.wpd EXHIBIT LIST FOR APPLICATION #4C0614-5 Page 2 17 General Notes & Legend Drw. G-001 Sht. 2 (4/29/11) 18 Plan: Existing Conditions Plan Drw. C-101 Sht. 3 (4/29/11) 19 Plan: Erosion Prevention & Sediment Control Plan Drw. C-102 Sht. 4 (4/29/11) 20 Plan: Overall Site Plan Drw. C-103 Sht. 5 (4/29/11) 21 Plan: Site Plan Drw. C-104 Sht. 6 (4/29/11) 22 Plan: Sections Drw. C-105 Sht. 7 (4/29/11) 23 Plan: Storm Drain Plan & Profile Drw. C-106 Sht. 8 (4/29/11) 24 Plan: Miscellaneous Details 1 Drw. C-107 Sht. 9 (4/29/11) 25 Plan: Miscellaneous Details 2 Drw. C-108 Sht. 10 (4/29/11) 26 Plan: Erosion Control Details Drw. C-109 Sht. 11 (4/29/11) 27 Plan: Landscaping Plan Drw. L-101 Sht. 12 (4/29/11) 28 9/13/11 Letter by Katherine Manchester, Stantex re Additional Materials (9/9/11) 29 Letter by Brendan O'Shea, Vt. Dept. of Ag. re Consideration of Primary Agricultural Soils (8/9/11) 30 10/18/11 Construction General Permit #3-9020 (Amended 2008) Authorization of NOI #660-9020 (06/23/11) 31 Supplement to Criterion 9(B) Schedule B - Primary Agricultural Soils W:AAct250\DIST4TROJECTS\4C0501-4C0750\4C0614\4C0614-5\4C0614-5 exhlist.wpd CERTIFICATE OF SERVICE I hereby certify on this 20' day of October, 2011, a copy of the foregoing ACT 250 LAND USE PERMIT #4C0614-5, was sent by U.S. mail, postage prepaid to the following individuals without email addresses and by email to the individuals with email addresses listed. Note: any recipient may change its preferred method of receiving notices and other documents by contacting the District Office staff at the mailing address or email below. If you have elected to receive notices and other documents by email, it is your responsibility to notify our office of any email address changes. All email replies should be sent to nrb-act250essex(rb.state.Vt. us. You can now fill out and submit the Act 250 survey online at htti):%/pennits.vermont.govlact2.50-survey. Tom DiPietro Deborah Beckett, City Clerk Chair, City Council/Chair, City Planning Conunission City of South Burlington 575 Dorset St. South Burlington, VT 05403 tdipietro(�osburl. cam Stantec c/o Michael Katz, PE 55 Green Mountain Drive South Burlington, VT 05403 michae.l.katz(alstantec. com Chittenden County Regional Planning Commission 110 West Canal Street, Suite 202 Winooski, VT 05405 cb aker(iI), ccrp cvt. org Elizabeth Lord, Land Use Attorney Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 anr. act250(a state. vt. us Mike Kundrath Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 michael.kund ratli(c�.state. vt.t.ts Craig Keller Utilities & Permits/VTrans One National Life Drive, Drawer 33 Montpelier, VT 05633 crais.keller(u?state.yt. us Louise Waterman/Brendan O'Shea Vt. Agency of Agri, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 louise.watetman(iNtate.vt.us brendan. o shea(L&state.vt.us Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 scott. dillon(iiistate. vt.us devim colmann(a)state.vt.us FOR YOUR INFORMATION District #4 Environmental Commission Krista Reinhart, Acting Chair Larry Veladota/Monique Gilbert 111 West Street Essex Junction, VT 05452 Dated at Essex Junction, Vermont, this 20a' day of O ober, 2011. /s/ Bar ra J. Cady Administrative Secretary 879-5614 W:\Act250\DIST4\PROJECTS\4C0501-4C0750\4C0614\4C0614-5\4C0614-5 cos.wpd I ACT 250 NOTICE MINOR APPLICATION 10 V.S.A. §§ 6001-6092 On July 27, 2011, the City of South Burlington, filed application #4C0694-5 for a Project generally described as: the upgrade of two existing stormwater treatment ponds and associated stormwater collection modifications, streambank stabilization and floodplain restoration along Tributary 7 of the Potash Brook. The Project is located off Hinesburg Road in the City of South Burlington, Vermont. The District 4 Environmental Commission will review this application under Act 250 Rule 51 - Minor Applications. Copies of the application and proposed permit are available for review at the South Burlington Municipal Office, Chittenden County Regional Planning Commission located at 110 West Canal Street, Winooski, and the office listed below. The application and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state.vt.us/lup) by clicking on "Act 250 Database," selecting "Entire Database," and entering the case number above. No hearing will be held unless, on or before August 23, 2011, a party notifies the District Commission of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or subcriteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by August 23, 2011. Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Regional Planning Commission, adjoining property owners and other persons to the extent they have a particularized interest that may be affected by the proposed project under the 10 criteria. Non-party participants may also be allowed under 10 V.S.A. § 6085(c)(5). Dated in Essex Junction, Vermont, this ;eday of 2011. By Teter E. Keibel Natural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5658 E/ peter.keibel@state.vt.us W:Wct250\DIST4\PROJECTS\4C0501-4C0750\4C0694\4C0694-5\4C0694-5 NOT.wpd This is a DRAFT permit; please submit any written comments or corrections to: Peter E. Keibel, District #4 Coordinator, 111 West Street, Essex Junction, VT 05452 A permit will NOT be issued by the District Commission until the following information is received: 1) Stream Alteration Permit issued by the ANR-DEC Water Quality Division. AMENDMENT CASE NO 4CO694-5 LAWS/REGULATIONS INVOLVED APPLICANT City of South Burlington 10 V.S.A. §§ 6001 - 6092 (Act 250) ADDRESS attn: Tom DiPietro 575 Dorset Street South Burlington, VT 05403 District Environmental Commission #4 hereby issues Land Use Permit Amendment 4C0694-5, pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in Book 281, Pages 215, of the land records of the City of South Burlington, Vermont, as the subject of a deed to the City of South Burlington, the Permittee ;as Grantee. This permit specifically authorizes the Permittee to upgrade two existing stormwater treatment ponds and associated stormwater collection modifications,,streambank stabilization and floodplain restoration along Tributary 7 of the Potash Brook. The Project is located on Hinesburg Road in the City of South Burlington. The project is subject to Act 250 jurisdiction because the project is a material change to a development over which the Commission has jurisdiction and thus a land use permit amendment is required pursuant to Act 250 Rule 34. The Permittee, and its assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: 1. All conditions of Land Use Permit 94CO694 and amendments are in full force and effect except as amended herein.' 2. Representatives of the State of Vermont shall have access to the property covered by this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. 3. The project shall be completed, operated and maintained in accordance with: the plans and exhibits on file with the District Environmental Commission, and the conditions of this permit. Land Use Permit #4C0694-5 Page 2 of 6 4. The approved plans are: Sheet C-100 - "Overall Site Plan & Legends, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-101 - "Existing Conditions, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-102 - "Erosion Prevention and Sediment Control Plan, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-103 - "Erosion Prevention and Sediment Control Details & Notes, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-108 - "Oak Creek Village Stormwater Improvements Wet Extended Detention Pond 42 Stormwater Collection System Plan, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-109 - "Oak Creek Village Stormwater Improvements Wet Extended Detention Pond #2 Stormwater Collection System Profiles, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-110 - "Oak Creek Village Stormwater Improvements Wet Extended Detention Pond #2 Grading Plan, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-1 I I - "Oak Creek Village Stormwater Improvements Wet Extended Detention Pond #2 Sections & Details, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; - Sheet C-112 - "Oak Creek Village Stormwater Improvements Wet Pond #3 Stormwater Collection System Plan, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-113 - "Oak Creek Village Stormwater Improvements Wet Pond #3 Stormwater Collection System Profiles, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-114'- "Oak Creek Village Stormwater Improvements Wet Pond #3 Grading Plan, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-11`5 - "Oak Creek Village: Stormwater Improvements Wet Pond #3 Profiles, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-501 - "Golf Course Swale and Oak Creek Village Stormwater Improvements Details, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-502 - "Golf Course Swale and Oak Creek Village Stormwater Improvements Details, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet L-101 - "Oak Creek Village Stormwater Improvements Wet Extended Detention Pond 42 Landscaping Plan, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet L-102 - "Oak Creek Village Stormwater Improvements Wet Pond 43 Landscaping Plan, City of South Burlington US EPA Stormwater Demonstration Grant" dated 4/29/2011; Sheet C-01 - "Butler Farms Floodplain and Streambank Stabilization Legend and General Notes, City of South Burlington US EPA Stormwater Demonstration Grant" dated 2/07/2011, last revision 5/10/2011; Sheet C-02 - "Butler Farms Floodplain and Streambank Stabilization Floodplain Restoration Site Plan, City of South Burlington US EPA Stormwater Demonstration Grant' dated 2/07/2011, last revision 5/10/2011; Land Use Permit #4C0694-5 Page 3 of 6 Sheet C-03 - "Butler Farms Floodplain and Streambank Stabilization Tributary Seven Riparian Bank Stabilization Site #1 Site Plan, City of South Burlington US EPA Stormwater Demonstration Grant" dated 2/07/2011, last revision 5/10/2011; Sheet C-04 - "Butler Farms Floodplain and Streambank Stabilization Tributary Seven Riparian Bank Stabilization Sites #2 ans #3 Site Plan, City of South Burlington US EPA Stormwater Demonstration Grant" dated 2/07/2011, last revision 5/10/2011; and Sheet C-03 - "Butler Farms Floodplain and Streambank Stabilization Tributary Seven Riparian Bank Stabilization Details, City of South Burlington US1 Stormwater Demonstration Grant" dated 2/07/2011, last revision 5/10/2011. 5. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. 6. No changes shall be made in the design or use of this project without the written approval of the District Coordinator or the Commission, whichever is appropriate under the Act 250 Rules. 7. Pursuant to Act 250 Rule 51(G), the permit application and material representations relied upon during the review and issuance of this permit by the District Commission shall provide the basis for determining future substantial and material changes to the approved project and for initiating enforcement actions. 8. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit, as provided by 10 V.S.A. §§ 6001-6092 and the rules of the Natural Resources Board (Act 250 Rules). 9. The conditions of this permit and the land uses permitted herein shall run with the land and are binding upon and enforceable against the Permittee and their successors and assigns. 10. This permit hereby incorporates all of the conditions of the following Agency of Natural Resources Permits: • Construction General Permit 43-9020 (NOI #6658-9020) issued on June 23, 2011 by the Water Quality Division; and • Stream Alteration Permit 4-9015 issued on DATE by the Water Quality Division. Any subsequent nonmaterial changes to these permits shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. Subsequent amendments involving material changes to the Act 250 permit shall not be constructed prior to review and approval of the District Coordinator or the District Commission under applicable Act 250 Rules. 11. The Permittee shall apply and maintain calcium chloride and/or water on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. Land Use Permit #4C0694-5 Page 4 of 6 12. Immediately upon initial roadway clearing at the accesses to Wet Extended Detention Pond 42, Wet Pond #3', Streambank Stabilization, Riparian Bank Stabilization at Site #1 Site #2 and Site 43 as shown on Exhibits 421, #27, #34, 35 & #36, (Sheets C-108, C-114, C-02, C-03 & C-04), a stabilized construction entrance must be installed anfd maintained as shown on Sheet #C-05 (Exhibit #37). This entrance must be constructed and maintained in accordance with the specifications as described in the Vermont Standards & Specifications for Erosion Prevention & Sediment Control (2006). No further clearing or construction beyond the stabilized construction entrance may occur until the stabilized construction entrance is complete. 13. The Permittee shall comply with Exhibits #19, #20, #23, #25 & #27 (Sheet C-102, C-103, C-110, C-112 & C-114) for erosion control. The Permittee shall prevent the transport of any sediment beyond that area necessary for construction approved herein. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 14. All mulch, siltation dams, water bars and other temporary devices shall be installed immediately upon grading and shall be maintained until all roads are permanently surfaced and all permanent vegetation is established on all slopes.and disturbed areas. Topsoil stockpiles shall have the exposed earth completely mulched and have siltation checks around the base. 15. All areas of disturbance must have temporary or permanent stabilization within 14 days of the initial disturbance. After this time, any disturbance in the area must be stabilized at the end of each work day. The following exceptions apply: i) Stabilization is not required if work is to continue in the area within the next 24'hours and there is no precipitation forecast for the next 24 hours. ii) Stabilization is not required if the work is occurring in a self-contained excavation (i.e. no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). 16. All disturbed areas of the site shallbestabilized, either seeded and mulched or covered in stone or rolled erosion control matting immediately upon completion of final grading. All disturbed areas not involved in winter construction shall be double mulched and seeded before September 15. Between the periods of October 15 to April 15, all earth disturbing work shall conform with the "Winter Construction" standards and specifications of the Vermont Standards & Specifications for Erosion Prevention & Sediment Control (2006). 17. Prior to construction of the approved work, the Permittee shall complete the following: a) construction limits shall be clearly delineated with flagging or snowfencing; b) diversion ditches shall be placed' on the uphill limits of the construction area; and c) temporary siltation controls shall be placed on the downhill limits of the construction. Immediately following the above, the permanent drainage system and/or roads shall be installed after which normal construction can begin. 18. A copy of the approved erosion control plan shall be on the site at all times during construction. 19. In addition to conformance with all erosion control conditions, the Permittee shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the E Land Use Permit #4C0694-5 Page 5 of 6 requirements of this condition does not absolve the Permittee from compliance with 10 V.S.A. (§§ 1250-1284) Chapter 47, Vermont's Water Pollution Control Law. 20. The Permittee shall maintain a 50-foot undisturbed, naturally vegetated buffer strip between all watercourses on the project site and any disturbed areas. 21. All stumps shall be disposed of on -site above the seasonal high water table or at a State approved landfill so as to prevent groundwater pollution. 22. The Permittee and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit #31 & #32 (Sheets'L-101 & L-102) by replacing any dead or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 23. No exterior light fixtures or signage has been proposed or approved by this permit amendment. 24. Each prospective purchaser of any lot shall be shown a copy of the approved plot plan, Potable Water Supply and Wastewater System Permit, Stormwater Permits, the Land Use Permit and Amendments and the Findings of Fact before any written contract of sale is entered into. 25. No further subdivision, alteration, and/or development of any parcel of land approved herein shall be permitted without the written approval of the District` Commission or a written determination from the District Coordinator that a permit is not required. 26. The Permittee shall reference the requirements and conditions imposed by Land Use Permit #4C0694-5 in all deeds of conveyance and leases. 27. Pursuant to 10 V.S.A. § 6090(c) this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. Notwithstanding any other provision herein, this permit shall expire three years from the date of issuance if the Permittee has not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). 28. Al site work and construction shall be completed in accordance with the approved plans by October 30, 2014, unless an extension of this date is approved in writing by the Commission. Such requests to extend must be filed prior to the deadline and approval may be granted without public hearing. 29. The Permittee shall file a Certificate of Actual Construction Costs, on forms available from the Natural Resources Board, pursuant to 10 V.S.A. § 6083a(g) within one month after construction has been substantially completed or three years from the date of this permit, whichever shall occur first. Application for extension of time for good cause shown may be made to the District Commission. If actual construction costs exceed the original estimate, a supplemental fee based on actual construction costs must be paid at the time of certification in accordance with the fee schedule in effect at the time of application. Upon request, the Permittee shall provide all documents or other information necessary to substantiate the certification. Pursuant to existing law, failure to file the certification or pay any supplemental fee due constitutes grounds for Land Use Permit #4C0694-5 Page 6 of 6 permit revocation. The certificate of actual construction costs and any supplemental fee (by check payable to the "State of Vermont") shall be mailed to: Natural Resources Board, National Life Records Center Building, National Life Drive, Montpelier, VT 05620-3201; Attention: Certification. 30. Failure to comply with all of the above conditions may be grounds for,permit revocation pursuant to 10 V.S.A., § 6027(g). Datcd at Essex Junction, Vermont, this day of August, 2011. By Krista Reinhart, Acting Chair in this matter District#4 Commission Members participating in this decision: Larry Veladota Parker Riehle Any party may file a motion to alter with the District Commission within 15 days from the date of this decision, pursuant to Act 250 Rule 3 ] (A) Any appeal of this decision must be filed with the Superior Court, Environmental Division within 30 days of the date the decision was issued, pursuant to 10 V.S.A. Chapter 220. The Notice of Appeal must comply with the Vermont Rules for Environmental Court Proceedings (VRECP). The appellant must file with the Notice of Appeal the entry fee required by 32 V.S.A. § 1431 and the 5% surcharge required by 32 V.S.A. § 1434a(a), which is $262.50 as of January 2011. The appellant must also serve a copy of the Notice of Appeal on the Natural Resources Board, National Life Records Center Building,Montpelier, VT 05620-320'1, and on other parties in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. Decisions on minor applications maybe appealed only if a hearing was held by the district commission. Please note that there are certain limitations on the right to appeal. See 10 V.S.A. § 8504(k) For further information on filing appeals, see the Vermont Rules for Environmental Court Proceedings, available on line at http://www.verinontiudiciary.org/GTC/environmental/default.asi)x or call 802-828-1660. The Court's mailing address: Superior Court, Environmental Division 2418 Airport Rd., Suite 1, Barre, VT 05641-8701. W:Wct250\DIST4\PROJECTS\4C0501-4C0750\4C0694\4C0694-5\4C0694-5 PMT.wpd 11 CERTIFICATE OF SERVICE I hereby certify on this 29`b day of July, 2011, a copy of the foregoing ACT 250 NOTICE MINOR APPLICATION #4C0694-5, was sent by U.S. mail, postage prepaid to the following individuals without email addresses and by email to the individuals with email addresses listed. Note any recipient may change its preferred method of receiving notices and other documents by contacting the District Office staff at the m Wing address or email below. If ou have elected to receive notices and other documents by email, it is your responsibility to notify our office of any email address changes. All email replies should be sent to nrb-act250essex(Nstate.vt.us Please note you can now fill out and submit the Act 250 survey online at: htti)//yernlits vermont t�yov/act250-survey instead of printing and mailing the attached pdf version. PARTIES Tom DiPietro, Stormwater Superintendent Louise Waterman/Brendan O'Shea Green Mountain Power Corporation Donna Kinville, City Clerk Vt. Agency of Agri, Food & Markets 116 State Street, Drawer 20 163 Acorn Lane Colchester, VT 05446 Chair, City Selectboard/Chair, City Planning Commission Montpelier, VT 05620-2901 al len(agweenmountainnower.com City of South Burlington 575 Dorset Street louise.watermanCdcstate.vt.us South Burlington, VT 05403 brendan.osbe4),state.vt.us Brian Gray Vermont Gas Systems tdipietrota7sburl.com Division for Historic Preservation PO Box 467 Stantec Consulting Services, Inc. National Life Building, Drawer 20 Burlington, VT 05402 55 Green Mountain Drive Montpelier, VT 05620 bgrav(d?.vermontgas.com South Burlington, VT 05403 scott.dillon(a),state.vt.us devin.colman(a?state.vt.us Dan Gaherty Chittenden County Regional Planning Commission NRCS, District Conservationist Efficiency Vermont 255 South Champlain Street 110 West Canal Street, Suite 202 USDA Soils Conservation Service Burlington, VT 0540 Winooski, VT 05404 1193 S. Brownell Road, Suite 35 dgaherty(ayeic.org cbat ((accrpcvt.org Williston, VT 05495-7416 Elizabeth Lord, Land Use Attorney - ANR iohn thureoodrvt.usda.eov_ Water Quality Director Michael in Water Champlain Water District 103 South Main St. -Center Bldg., 3rd Floor MainSt. - Center Abbey Willard/NRCD 403 Queen City Park Road Waterbury, Waterbury, 617 Comstock Road, Suite 1 South Burlington, VT 05403 anr.acBerlin, VT 05602 Mike Kundrath abbev.willard(a.vt.nacdnet.net FOR YOUR INFORMATION Vt. Dept. of Public. Service 112 State Street, Drawer 20 County Forester/ANR District #4 Environmental Commission Montpelier, VT 05620-2601 111 West Street Essex Junction, VT 05452 Krista Reinhart, Acting Chair michael.kundrath(tistate.vt.us Larry Veladota/Parker Riehle Craig Keller Patty Malenfant/ANR Dept. of Fish & Wildlife 111 West Street Essex Junction, VT 05452 Utilities & Permits/VTrans One National Life Drive, Drawer 33 5 Perry Street, Suite 40 Montpelier, VT 05633 Barre, VT 05641-4266 patty.malenfant(custate.vt.us ADJOINING LANDOWNERS craig.keller(d)state.vt.us Seven Days/Classified Ad Section On File at District Commission Office c/o Ashley Brunelle 255 South Champlain St., PO Box 1164 Burlington, VT 05402 classifiedsOd sevendaysvt.com Dated at Essex Junction, Vermont, this 29' day of July, 2011. /s/ Barbara J. Cady Administrative Secretary - 879-5614 W:\Act250\DIST4\PROJECTS\4C0501-4C0750\4C0694\4C0694-5\4C0694-5 csNotice.wpd.bc f %taint September 9, 2011 File: 195111876 Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT 05403 Tel: (802) 864-0223 Fax: (802) 864-0165 Stormwater Superintendent City of South Burlington 575 Dorset St South Burlington, VT, 05403 Dear Tom DiPietro: Reference: Act 250 Materials Butler Farms Stormwater Pond Project Please find attached the following materials in support of the previously submitted Act 250 Application for the City of South Burlington's Butler Farms Stormwater Pond Project: • Primary Agricultural Soils supplemental information packet, containing a Soils Review Letter from the VT Agency of Agriculture indicating that no mitigation is warranted as a result of this • Certificate of Service In addition, copies of the Primary Agricultural Soil supplement information packet have been submitted to the Peter Keibel at the Natural Resources Board, the South Burlington Planning Commission, the Chittenden County Regional Planning Commission and the abutters. Please feel free to contact our office if you have any questions or require additional information to process the Act 250 application for this project. Sincerely, STANTEC CONSULTING SERVICES INC. Katherine Manchester, ME, PE Engineer Tel: (802) 864-0223 Fax: (802) 864-0165 kaytee.manchester@stantec.com c. J. Myers kmm v:\1951\active\195111876\permits\act 250\2011-09-08 dipietro.docx �WEl MONT Agency of Agriculture, Food & Markets 116 State Street Montpelier, VT o5620-2901 www.VermontAgriculture.com Stantec 55 Green Mountain Drive South Burlington, Vermont 05403 8/9/2011 Re: Butler Farm Stormwater Pond- South Burlington #4C0614 Consideration of primary agricultural soils under 10 V.S.A. §§6093, 6086 Dear Applicant: Thank you for the opportunity to comment on the above -referenced project. Purpose: STANTEC SOUTH BURLINGTON, V This review letter will aid in the district commissions determination if any reduction in the agricultural capability of the primary agricultural soils will occur as a result of the construction of the project. Please note that this letter focuses solely on whether there are primary agricultural soils on the project site (10 V.S.A. § 6001(15)), any impact to these primary agricultural soils and whether any proposed mitigation is adequate, pursuant to 10 VSA §6093(a). Summary of Agency Review: The Agency holds the opinion that the project site contains: 53 acres originally met the deintion of primary Agricultural soils, as defined by Act 250. See 10 V.S.A.§6001(15) 0 acres of primary agricultural soils that will be impacted, either directly or indirectly; 0 acres of mitigation necessary because of the statutory multipliers: Process and Basis for Opinion: The agency reviewed your letters and maps and visited the surrounding area. Our review of primary agricultural soils is also based on an evaluation of USDA soil survey(s), satellite imagery, the supplied site development plans, supplied ground topographic survey, soil limitations, size, location, landscape patterns and other elements of the definition of primary agricultural soil as applied to the project site. See 10 V.S.A. §6001(15) The review and evaluation indicates: 93 acres = soils with an agricultural value of 1-12 (NRCS)(total project) 93 acres = soil with an agricultural value of 1-7 (MRCS) �'''''" SEAL OF QUALITY Mt, AGaICVOF.AGMCU!.TURE i The State of Vermont is an Equal Opportunity/Affirmative Action Employer and Provider 40 acres = soil with an agricultural value of 1-7 (MRCS) that does not meet the statutory definition of primary agricultural soils (due to it not being prime soils, all of the CV was tossed out; see original findings) The project site contained 53 acres of primary agricultural soils, as defined by 10 V.S.A. 6001 15 The original permit found 53 acres of soil on site that met the definition. The project was given the go ahead to impact 20 acres of PAS. Amendment -4 proposed the development of the remaining open ag (33 acres.) The thirty three acres were paid for via a mitigation agreement with the VTAAFM and have since been impacted. A few things stand out in this case; first off, if the 33 acres used to mitigate the original impacts have been impacted, how are these impacts offset? Secondly, Cv soils have since been recognized as Primary Agricultural Soils throughout the state and it is the Agencies belief that if a review of the site was done today, the whole site would meet the definition. Lastly, it appears as if though the site is currently being hayed. Lots of people have moved to this area in the last twenty years and many of them chose this spot to enjoy "the working landscape." Conclusions: Having reviewed your submission, it is the agencies assessment that this entire site has already been mitigated for and the bulk of the soils where the project is set to occur did not meet the definition back in the original permit. Sincerely, Brendan B. O'Shea Vermont Agency of Agriculture CERTIFICATE OF SERVICE 1 hereby certify that on this 9't day of September 2011, a copy of the Agency of Agriculture's Soils Review Letter in connection with Act 250 Permit Application #4C0614, was sent by U. S. Mail, postage prepaid to the following individuals listed below. Peter Keibel Sandra Dooley, City Council Chair Donna Kinville, City Clerk 111 West Street City of South Burlington City of South Burlington Essex Jct, VT 05452 S75 Dorset Street 575 Dorset Street S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 Chittend County Regional Planning Commission 110 West Canal St, Suite 202 Winooski, VT 05404 FRED D & LEIGH JOHNSTONE 3 MILL POND LANE S BURLINGTON, VT 05403 WILLIAM A & CARYL L DAVIDSON 8 MILL POND LANE S BURLINGTON, VT 05403 DANIEL & PATRICIA G SAUNDERS 11 MILL POND LANE S BURLINGTON, VT 05403 SCOTT W GOULD & MARCELYN A MURRAY 15 MILL POND LANE S BURLINGTON, VT 05403 JANICE A NADWORNY 18 MILL POND LANE S BURLINGTON, VT05403 Chris Shaw, Chair Tom DiPietro Planning Commision Stormwater Superintendent City of South Burlington City of South Burlington 575 Dorset Street 575 Dorset Street S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 CHRISTOPHER K & JOANN JARVIS NARINDER P SINGH & 4 MILL POND LANE JASBIR KAUR S BURLINGTON, VT 05403 28 WHITEFACE ST S BURLINGTON, VT 05403 ARNOLD S & KAY M TRAN HUGH & KAREN MCKENNY 9 MILL POND LANE 10 MILL POND LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 ROBERT D & ROBERTA S HERZL ESSAM S & SANAA M MINA 12 MILL POND LANE 14 MILL POND LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 GEORGE G & LINDA L TANG CHRISTOPHER & KATHLEEN 8 VALE DR WEINHEIMER S BURLINGTON, VT 05403 17 MILL POND LANE S BURLINGTON, VT 05403 MICHAEL S & DANA S FEITELBERG PIERRE A & SUSAN MARTELLE 19 MILL POND LANE 20 MILL POND LANE S BURLINGTON, VT 05403 5 BURLINGTON, VT 05403 JOHN A & SANDRA S DOOLEY DAVID & NANCY SCAGNELLI FRANCIS E & SUSAN W CLARK 44 EAST TERR 24 MILL POND LANE 1 MOSS GLEN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 DONALD F & JUDITH R KEARNS ALI & CAROLYN RAFIEYMEHR WILLIAM SCHWENK & 3 MOSS GLEN LA 4 MOSS GLEN LANE ROXANNE BOGART S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 6 MOSS GLEN LANE S BURLINGTON, VT 05403 KIM MAXWELL & BRUCE 0 & DONNA J MORRISON JAMES SMALLWOOD STEVENS THOMAS STICH 8 MOSS GLEN LN KIMBERLY ANN STEVENS 7 MOSS GLEN LANE S BURLINGTON, VT 05403 10 MOSS GLEN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 JOHN E WALKER JR RAM & SHASHI KELKAR MARC S & LINDA GREENBLATT 11 MOSS GLEN LANE 12 MOSS GLEN LANE 14 MOSS GLEN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 ERIC L CIEMNIEWSKI & MICHAEL GOLDFIELD FREDERICK & BRIDGET BURKHARDT CHRISTINE M FORDE P 0 BOX 4201 18 MOSS GLEN LANE 15 MOSS GLEN LANE BURLINGTON, VT 05406 S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 WILLIAM K KETT & PHILIP H & SUZANNE SCHARF BRIAN F & SHERRILL C CRABTREE JESSICA L WATERHOUSE 20 MOSS GLEN LANE 21 MOSS GLEN LANE 19 MOSS GLEN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 REMO E & JANICE L VALGOI MARY COLLETTE BETSY A BEECHER 22 MOSS GLEN LANE 23 MOSS GLEN LANE 24 MOSS GLEN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 JOSEE R & ROCHELLE S COUTINHO LAWRENCE T & KELLY A KACZOR BENTLEY & SUSAN MERRICK 25 MOSS GLEN LA 26 MOSS GELN LANE 30 MOSS GLEN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 RAYMOND D & SUZANNE 0 FORSELL LARRY K & MARCIA A DUNHAM JEFFERY A & MICHELLE N IASILLI 31 MOSS GLEN LANE 32 MOSS GLEN LANE 33 MOSS GLEN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 S BURLINGTON, VT05403 SCHUPPE REVOCABLE LIVIING TRUST 34 MOSS GLEN LANE S BURLINGTON, VT 05403 MARK & JENNIFER BORGEN BEHR 38 MOSS GLEN LANE S BURLINGTON, VT 05403 CHARLES & LISA LABOMBARD 42 MOSS GLEN LANE S BURLINGTON, VT05403 BETTY JO MORWOOD 46 MOSS GLEN LANE S BURLINGTON, VT 05403 MARK A & SUSAN M RINGEY 51 MOSS GLEN LA S BURLINGTON, VT 05403 STEPHEN A VOCK & DONNA EHLER-VOCK 54 MOSS GLEN LA S BURLINGTON, VT 05403 CHRISTOPHER & JUDITH SHAW 57 MOSS GLEN LANE S BURLINGTON, VT 05403 THOMAS P & JUDITH M CUMMINGS 62 MOSS GLEN LANE S BURLINGTON, VT05403 ALLAN J & SANDRA J MCGRATH 65 MOSS GLEN LANE S BURLINGTON, VT 05403 MATTHEW 1 & SARAH A JOHNSON BRIAN & KATHY FLYNN 35 MOSS GLEN LANE 36 MOSS GLEN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 DONALD S PLOSILA MATTHEW T BIRMINGHAM IV & 40 MOSS GLEN LANE ELIZABETH A SLATER S BURLINGTON, VT 05403 41 MOSS GLEN LANE S BURLINGTON, VT 05403 JASON T & ERICA S HAVERS DANIEL 1 & HOLLY A TRAHAN 44 MOSS GLEN LANE 45 MOSS GLEN LA S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 ROBERT G DIFERDINANDO MICHAEL D & SUZANNE M JOHNSON 48 MOSS GLEN LANE 50 MOSS GLEN LA S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 GRAIG S & NANCY A IGNASZEWSKI JOHN A BRACCHITTA & 52 MOSS GLEN LA ELIZABETH I BARRETT S BURLINGTON, VT 05403 53 MOSS GLEN LA S BURLINGTON, VT 05403 JAMES & AMY L & CHIU WILLIAM J & GAY M & CRAIG 55 MOSS GLEN LANE 56 MOSS GLEN LA S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 LIAM M O'FARRELL & JESSE D & AGNES E BUNCH LALANEYA L BERNIER 61 MOSS GLEN LANE 60 MOSS GLEN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 JOSEPH P & MARY B LANGEVIN LEO JEFFREY BENDOSKI 63 MOSS GLEN LANE 64 MOSS GLEN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 VINCENT T & KAREN S FOLEY PAUL W & BONITA A LIBERTY 66 MOSS GLEN LA 67 MOSS GLEN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 CHARLES L & PAMELA BAKER CHARLES & MARY D UNDERHILL KATHLEEN M DONEGAN 68 MOSS GLEN LANE 69 MOSS GLEN LANE 70 MOSS GLENN LANE S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 S BURLINGTON, VT 05403 JAM GOLF LLC P0BOX 132 LYNDON CTR, VT 5850 DAVID WRIGHT & JUDITH HETTENA 23 FOX RUN LANE S BURLINGTON, VT05403 BRENDA-LEE MAY PRESCOTT & JODY MAILAND 2 ADIRONDACK ST S BURLINGTON, VT 05403 RACHEL & STEVE SERMETH 7 LEXINGTON GREEN S BURLINGTON, VT 05403 STEPHEN E & SUZANNE B FOLEY 20 BUTLER DR S BURLINGTON, VT 05403 THOMAS M & HEATHER V KEMP 20 FOX RUN LANE S BURLINGTON, VT 05403 RYE ASSOCIATES LLC 21 CARMICHAEL ST SUITE 201 ESSEX 1CT, VT 05452 KIMBERLEY & CHARLES MUSANTE 14 BUTLER DR S BURLINGTON, VT 05403 DENNIS R & DOREEN E DODD 18 BUTLER DR S BURLINGTON, VT 05403 KIKI & DANIEL LECLAIR 22 FOX RUN LN S BURLINGTON, VT 05403 PHILIP W & KAREN L BRESNAHAN 21 BUTLER DR S BURLINGTON, VT 05403 Dated at South Burlington, Vermont this 91h day of September, 2011. t Katherine M. Manchester, PE Stantec 55 Green Mountain Drive South Burlington, VT 05403 OLI S & CYNTHIA C FRANCIS 15 BUTLER DR S BURLINGTON, VT 05403 ROBERT J & JANE C MILLER 19 BUTLER DR S BURLINGTON, VT 05403 south PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Plann r DATE: June 14, 2011 CC: City of South Burlington, Applicant, c/o Tom DiPietro Miscellaneous Application #MS-11-03 Meeting Date: June 21, 2011 The City of South Burlington is seeking miscellaneous approval for alteration of the existing grade for the construction of stormwater improvements, 1175 Hinesburg Road. This application shall be reviewed under Section 3.12 of the Land Development Regulations. The removal from land or the placing on land of fill, gravel, sand, loam, topsoil, or other similar material in an amount equal to or greater than twenty (20) cubic yards, except when incidental to or in connection with the construction of a structure on the same lot, shall require the approval of the Development Review Board. The Development Review Board may grant such approval where such modification is requested in connection with the approval of a site plan, planned unit development or subdivision plat. This section does not apply to the removal of earth products in connection with a resource extraction operation. Standards and Conditions for Approval- (1) The Development Review Board shall review a request under this Section for compliance with the standards contained in this sub -Section 3.12(B). An application under Section 3.12(A) above shall include the submittal of a site plan, planned unit development or subdivision plat application showing the area to be filled or removed, and the existing grade and proposed grade created by removal 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com or addition of material. The applicant submitted a plan, containing multiple sheets showing the removal of the fill and subsequent re -grading on the subject property. This plan is sufficient to satisfy this requirement. (2) The Development Review Board, in granting approval may impose any conditions it deems necessary, including, but not limited to, the following: (a) Duration or phasing of the permit for any length of time. Staff does not feel this requirement is applicable to the subject application as the retention ponds are proposed to be permanent. (b) Submission of an acceptable plan for the rehabilitation of the site at the conclusion of the operations, including grading, seeding and planting, fencing drainage, and other appropriate measures. The applicant is proposing to install stormwater management ponds. The South Burlington Stormwater Superintendent is overseeing the proposal and it shall be completed to his satisfaction. (c) Provision of a suitable bond or other security adequate to assure compliance with the provisions of this Section. Staff does not feel this requirement will be necessary for the subject application. (d) Determination of what shall constitute pre -construction grade under Section 3.07, Height of Structures. The pre -construction height for future development will be the existing grade. OTHER Please note, as stated on attached memo from Tom DiPietro dated May 19, 2011, though shown on the plans, the applicant is NOT seeking permission to construct the golf course swale as shown on sheets C-100, C-102, C-104, C-105, C-106 and C-107. 1. The plans should be revised to remove the drawings for the golf course swales. Staff recommends that the DRB approve miscellaneous application #MS-11-03 subject to the conditional item above. South Burlington Stormwater Services 575 Dorset Street • South Burlington, VT 05403 Tel: (B02) 658-7961 • Fax. (B02) 65B-7976 Memo To: Department of Planning and Zoning From: Tom DiPietro, Stormwater Superintendent CC: Justin Rabidoux, Director of Public Works Date: May 19, 2011 Re: Butler Farms and Oak Creek Village Stormwater Improvement Project Office Dept. of Public Works 104 Landfill Road Included with this memo please find a completed copy of the Stormwater Utility's miscellaneous application for the Butler Farms and Oak Creek Village Stormwater Improvement Project. The project is on two separate plan sets, but is being submitted for DRB review as a single project. Please note that the application is not asking for permission to construct the golf course swale as shown on sheets C-100, C-102, C-104, C-105, C-106, and C-107 of the plan set titled "US EPA Stormwater Demonstration Grant". The City was not able to obtain an easement from the property owner (Vermont National Country Club) that would allow construction of this drainage swale to move forward. The DRB's final decision should make it clear that we did not seek permission to construct the swale and that if the stormwater utility would like to move forward with this part of the project it will have to come back to the DRB for approval. It should also be noted that some of the bank stabilization work proposed on sheet C-04 of the plan set titled "US EPA Stormwater Demonstration Grant" set is on private property. Prior to the DRB hearing, the private property owners involved will submit separate signature pages as part of this application or this work will be excluded from the project. However, I do not anticipate that this will be a problem. If you have any questions, please contact me at (802) 658 — 7961 x108 or tdipietro(a)sburl.com. 8Wft (bmiMp 8«Nou ba ' I 53 Green Mountain F U.S.A.Mme South Burlington u< U.S. 05403 Tel 802.864.0223 RantK Fm. 602.664.0165 ww.stwteecam 1 \ OUSE . 1 ItFY111Y1d I / \ ) I I I / Y�'( _.\ rn. comro.l.r dnml ..my dna fie reopdna6l. for .d cm.w— Do HOUSES ( l ) / t \ I I i 1 \ \ I / / f. - \ J Nor .cal" me droroy - ooy wrror. .m:.,�om —1 ee repon.d to 5I. - ..dhom d.my. i fn / I I I \ \ 1 I I / I 1 \ Th. r.,Y1,nls m .11 des m and d—n a m. of \-I.�..�� / HOUSE 1\ 1 \I 11 I f /' / 1 li\ SE I I I pqAicd BA9kN I I / ~ \/ no,c- a.c,�e�cr n or �. mr o.y p.moser.m.rimnm / If 1 /� _ - ` ) ! I III 1 7� I \ -._/ j I IUQi. 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OVERALL SITE PLAN SCALE: 1" - 40' 0 11 6309 81 9 �I `0 / l/ -_-- FM -.yATCH BASIN - _ RAd-38I.82 ,I SMH() ` RIM=388.43 /---- - - - - - - / 1 � I I II I , I ISSUED FOR PERMITTING MAY 17, 2011 RrAft By Appd. W.MM.DD 1aslled By Appd. W.MM.DD hl:: Nome_ 11876.-103-overa11W, WD JfM MSK 11.04.29 Dwn. Chkd. Ds9n. W.MM.DO Parmitsw Ciffornject CITY OF SOUTH BURLINGTON BUTLER FARMS STORMWATER POND Scum BU*ub %varrmt OVERALL SITE PLAN P*ct No. scale 195111m AS NOTED Drawing No. Shed Revision C-103 5 ot 12 0 r N`lam southburlington PLANNING & ZONING Permit #� - vim/ (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 (K) Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): G` of &,A Ji-1S-75 Owki Sife l 5&.44 VT GSYG a A' Ar. I Bv'+ler Dtilte1�461Vr 05q63 Rage sfeve- Sermt_' fA 17 &fler Or) ve.1 Sa..A A-fI;A' h, Vr J5 yv3 2) LOCATION OF LAST RECURDED DEED (book &page #) a) 14� I . P 2 d l�► I ( o� Z$l Py�� VtJ III' Pj W, NJl 276: I'' 46, �1$30 3) APPLICANT (name, mailing address, phone, fax #) II I cli (i�; our td w 04,11i Lai, d aad S" k 1 !�!)h n VT G S q03 U&y 6 5- sf-- N l (W) 7 y7Z 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): M. h-_ I_ _t - 1- I- -C- a. Contact e-mail address: tdrDie*tj ® SU �6 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com � 2$ 5) PROJECT STREET ADDRESS: J O D' Nbf �/enL 17 & I -I Bjd Dr) 1275 ;Ae) „r j 0 jJ 6) TAX PARCEL ID #: 105- ooa2.7. 105 -0b02$ 02g5-060t7. 021s -cidojq 0360 -01205 7) PROJECT DESCRIPTION ,�( a. General Project Description (describe what you are proposing): 5l-)f ylw�(lL°r i M ✓e�dlj b. Existing U c, �ted �t I & rep lace �P,,11. size of each separate use): c. Proposed Uses on Property (include description and size of remain): / ✓ e w SfLrm w,0r t2,,jN , nia r/1AAr1P'V-" A11oc&d w/ /oo'ld d. Total building square use andj /e'xist/in uses to u �r T/OvGi7 A/ 11 'Q0 on property (proposed buildings & existing building to remain): e. Height of building & number of floors ( oposed buildings and existing buildings to remain, specify if basement & mezzanine): A11A f. Number of residential Units (if applicable, new units & existing units to remain): N g. Number of employee & company vehicles (existing & proposed, note office vs. non -office employees): Al�A h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): 2 Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2010 4iivn Tnc kde f 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. r SIG -NATURE OF APPLICANT c,-t7 A OF PROPERTY OWNER cl'i", � sc)ut� r\ Do not write belo4v this line DATE OF SUBMISSION. I have reviewed this application and find it to be: MI- MPLETE ❑ Incomplete mistrative Officer PRINT NAME 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 8) LOT COVERAGE rnL I (� I a. Total parcel size: Sq. Ft. b. Buildings: Existing % / Sq. Ft Proposed % / Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing % / Sq. Ft. Proposed % / Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) Existing % / Sq. Ft. Proposed % / Sq. Ft. ".68�765 5.T. e. Total area to be disturbed during construction: "'b . 7 ((P j 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): $ 0 b. Landscaping $ c. Other site improvements (please list with�ost): FavA) Jtwtm.,r 3 o Oo &J kik lI Z t D 0 CV POA d 2 re COM s 0 FL61aid tee 6 00 OCV P­d 3 feronstt.(4/a, 31S.,io6 To-rAL ,2y1 111Y 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): 11) PEAK HOURS OF OPERATION IV 4 12) PEAK DAYS OF OPERATION /V 13) ESTIMATED PROJECT COMPLETION DATE 1 O 2 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). 3 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 (1.1" 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 accurate to the best ofii OF PROPERTY OWNER • DATE OF SUBMISSION: us application has been submitted and is Do not write below this line I have reviewed this application and find it to be: ❑ COMPLETE ❑ Incomplete Administrative Officer Date FIN s1ge m, PRINT NAME The applicant orpermittee 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. 4 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. 'SIG1<AtURE OF APPLICANTCrf7 ,tf� PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this application and find it to be: ❑ COMPLETE ❑ Incomplete Administrative Officer Date 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 P_PROP P_NAME1 P_ADDR_A P_CITY P_STATE P_ZIP 0005-00002 PRESCOTT BRENDA-LEE MAY & JODY MAILAND 2 ADIRONDACK ST SOUTH BURLINGTON VT 05403 0295-00001 SZWAJA MARIAN & SOPHIE TRUST 1 BUTLER DR SOUTH BURLINGTON VT 05403 0295-00002 COSTALES ROGER A 2 BUTLER DR SOUTH BURLINGTON VT 05403 0295-00014 MUSANTE KIMBERLEY & CHARLES 14 BUTLER DR SOUTH BURLINGTON VT 05403 0295-00015 FRANCIS OLI S & CYNTHIA C 15 BUTLER DR SOUTH BURLINGTON VT 05403 0295-00017 SERMETH RACHEL & STEVE 7 LEXINGTON GREEN SOUTH BURLINGTON VT 05403 0295-00018 DODD DENNIS R & DOREEN E 18 BUTLER DR SOUTH BURLINGTON VT 05403 0295-00019 MILLER ROBERT J & JANE C 19 BUTLER DR SOUTH BURLINGTON VT 05403 0295-00020 FOLEY STEPHEN E & SUZANNE B 20 BUTLER DR SOUTH BURLINGTON VT 05403 0295-00021 BRESNAHAN PHILIP W III & KAREN L 21 BUTLER DR SOUTH BURLINGTON VT 05403 0295-00099 BAKER DAVID S & MELISSA B 99 BUTLER DR SOUTH BURLINGTON VT 05403 0295-00100 YANG JIE & LEE 100 BUTLER DRIVE SOUTH BURLINGTON VT 05403 0570-01230 JAM GOLF LLC P 0 BOX 132 LYNDON CTR VT 05850 0686-00020 KEMP THOMAS M & HEATHER V 20 FOX RUN LANE SOUTH BURLINGTON VT 05403 0686-00022 LECLAIR KIKI & DANIEL 22 FOX RUN LN SOUTH BURLINGTON VT 05403 0686-00023 WRIGHT DAVID & 23 FOX RUN LANE SOUTH BURLINGTON VT 05403 0860-01075 RYE ASSOCIATES LLC 21 CARMICHAEL ST SUITE 201 ESSEX JCT VT 05452 0860-01175 City of South Burlington 575 Dorset Street SOUTH BURLINGTON VT 05403 0860-01375 GARDNER BRADLEY C OVERVIEW INC PO BOX 21 COLCHESTER VT 05446 0860-01398 GARDNER BRADLEY C P 0 BOX 21 COLCHESTER VT 05446 0860-01400 APPLEBAUM JACKSON 1400 HINESBURG RD SOUTH BURLINGTON VT 05403 0860-01402 HANNON JOHN 1402 HINESBURG RD SOUTH BURLINGTON VT 05403 0860-01404 BUCKTHORN GROUP, LLC 839 OAK HILL ROAD WILLISTON VT 05495 0860-01405 DUBOIS HOMER L & MARIE J 1405 HINESBURG RD SOUTH BURLINGTON VT 05403 0860-01406 MCQUILLEN KEVIN J & CAROL 1406 HINESBURG RD SOUTH BURLINGTON VT 05403 0860-01408 CAPOTRIO MARY JO 1408 HINESBURG RD SOUTH BURLINGTON VT 05403 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05403 1195-00058 City of South Burlington 575 Dorset Street SOUTH BURLINGTON VT 05403 1195-00060 O'FARRELL LIAM M 60 MOSS GLEN LANE SOUTH BURLINGTON VT 05403 1195-00061 BUNCH JESSE D & AGNES E 61 MOSS GLEN LANE SOUTH BURLINGTON VT 05403 1195-00062 CUMMINGS THOMAS P & JUDITH M 62 MOSS GLEN LANE SOUTH BURLINGTON VT 05403 1195-00063 LANGEVIN JOSEPH P & MARY B 63 MOSS GLEN LANE SOUTH BURLINGTON VT 05403 1195-00064 BENDOSKI LEO JEFFREY 64 MOSS GLEN LANE SOUTH BURLINGTON VT 05403 1195-00065 MCGRATH ALLAN J & SANDRA J 65 MOSS GLEN LANE SOUTH BURLINGTON VT 05403 1195-00066 FOLEY VINCENT T & KAREN S 66 MOSS GLEN LA SOUTH BURLINGTON VT 05403 1195-00067 LIBERTY PAUL W & BONITA A 67 MOSS GLEN LANE SOUTH BURLINGTON VT 05403 1195-00068 BAKER CHARLES L & PAMELA 68 MOSS GLEN LANE SOUTH BURLINGTON VT 05403 1195-00069 UNDERHILL CHARLES & MARY D 69 MOSS GLEN LANE SOUTH BURLINGTON VT 05403 1195-00070 DONEGAN KATHLEEN M 70 MOSS GLENN LANE SOUTH BURLINGTON VT 05403 1225-00026 CHUONG ANH 26 OAK CREEK DR SOUTH BURLINGTON VT 05403 1225-00027 FLYNN PATRICK & KATHRYN 27 OAK CREEK DR SOUTH BURLINGTON VT 05403 1787-00001 WU JUNRU & WU YI YING L 1 WHITEFACE STREET SOUTH BURLINGTON VT 05403 1787-00002 BRADY PATRICK & ELLIE 2 WHITEFACE ST SOUTH BURLINGTON VT 05403 1805-00022 SPARGO PHILIP & ELAINE 22 WILDFLOWER DRIVE SOUTH BURLINGTON VT 05403 CITY OF SOUTH BURLINGTON, VERMONT US EPA STORMWATER DEMONSTRATION GRANT INCLUDING: • OAK CREEK VILLAGE STORMWATER IMPROVEMENTS • BUTLER FARMS STREAMBANK STABILIZATION AND FLOODPLAIN RESTORATION GRANT AGREEMENT #EM-83234901-0 MARCH 2O12 Project Number: 195110725 CITY OF SOUTH BURLINGTON PF LOCATION MAP VICINITY MAP 1" = 2000' PUBLIC WORKS DIRECTOR JUSTIN RABIDOUX, P.E. STORMWATER SUPERINTENDENT THOMAS DIPIETRO, JR. BID DOCUMENTS DO NOT REVISE MARCH 2O12 RECORD DRAWING Set No. 2 c Consulting Services Inc. 55 Green Green Mountain Drive 055 South Burlington VF U.S.A. 05403 Tel. 802.864.0223 Fax. 802.864.0165 S}� .wr.Stontw.CoM �.aR Copyright Reserved The Contnida« ehat verify and be reeponeibM for all dmenelo.. DO ROT seats the d.a g — any emon or omiseiane shoe be reported to INDEX OF SHEETS stmeaa .ahoue ael . I" copyNgnl, m aeMgne vino arownge are e,e property or St. e feb ar P�Poee other hanMm SHEET NO. DRAWING NO. TITLE Consultants 1 COVER SHEET 2 G-001 INDEX SHEET 3 C-100 OVERALL SITE PLAN & LEGEND Legend 4 C-101 EXISTING CONDITIONS 5 C-102 EROSION PREVENTION AND SEDIMENT CONTROL PLAN 6 C-103 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS & NOTES 7 C-104 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET EXTENDED DETENTION POND #2 STORMWATER COLLECTION SYSTEM PLAN 8 C-105 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET EXTENDED DETENTION POND #2 STORMWATER COLLECTION SYSTEM PROFILES 9 C-106 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET EXTENDED DETENTION POND #2 GRADING PLAN 10 C-107 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET EXTENDED DETENTION POND #2 SECTIONS AND DETAILS Notes 11 C-108 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET POND #3 STORMWATER COLLECTION SYSTEM PLAN 12 C-109 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET POND #3 STORMWATER COLLECTION SYSTEM PROFILES 13 C-110 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET POND #3 GRADING PLAN 14 C-111 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET POND #3 SECTIONS AND DETAILS 15 C-501 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - DETAILS 16 C-502 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - DETAILS 17 L-101 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET EXTENDED DETENTION POND #2 LANDSCAPING PLAN 18 L-102 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET POND #3 LANDSCAPING PLAN 1 C-01 BUTLER FARMS FLOODPLAIN AND STREAMBANK STABILIZATION - LEGEND AND GENERAL NOTES 2 C-02 BUTLER FARMS FLOODPLAIN AND STREAMBANK STABILIZATION - FLOODPLAIN RESTORATION SITE PLAN 3 C-03 BUTLER FARMS FLOODPLAIN AND STREAMBANK STABILIZATION - TRIBUTARY SEVEN RIPARIAN BANK STABILIZATION #1 SITE PLAN — -- — — — -- 4 C-04 BUTLER FARMS FLOODPLAIN AND STREAMBANK STABILIZATION - TRIBUTARY SEVEN RIPARIAN BANK STABILIZATION #2 AND #3 SITE PLAN 1 RENVYBER SREEIS -- - JM J1Y 11.07.29 Revision BY Appd. YY.MM.OD 5 C-05 BUTLER FARMS FLOODPLAIN AND STREAMBANK STABILIZATION - DETAILS _. Issued By Ippd. rr.MM.DD fie Name: 10725g-001.do9 221 J.T.Y. J.T.M. 12.03.09 Dm- Chkd. Degn. Yy.MM.DD Permit -Seal RECORD DRAWING ClienUProject CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT#EM-8323490" South Burlington, Vermont Title INDEX SHEET BID DOCUMENTS PnojectNo Scale DO NOT REVISE 195110725 AS NOTED MARCH 2O12 DlawingNo. Sheet Revision G-001 2 or 18 1 U `�\`�` r rrr k /-�` J=rig " % ///�J j ✓! l��r r�l "vJ l(� /��\\1 / \\\IY\ \_\ r-/r' / J f \ < r' 1.., �� t\' Pa �____-\` \ ! l \/Il �( ♦ ///1 J V i.' , 1 / (' J _-� % - ` r-� 1/ JO_ \ ) J ! \ (` i-_a /ii �/ '_,.`/ / �` /' /! l l f -. 1 f ` /-•_J \\�� S(antec Consulting Services iota _J _ stanbc 1 l \ \ \)\\J .\(._// ///1 , 11 \\ \ 1(`` "`./r ��/ �•\'!/ ofr -'�\ l /ill !1 fir ri (^!�-��r�r/ /_•/ /. 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W.MM.00 \".. \ '\ / '-i S / ' \\ Permit -Seal ` IN It d LEGEND OVERALL SITE PLAN XE ISTING PROPOSED SCALE: 1• - 120' PROPERTY LINE / RIGHT-OF-WAY 404 FINISH GRADE 0 120' 240' — — — — — GAS EASEMENT — - — - — - — DRAINAGE AREA BOUNDARY G GAS LINE LOD LIMBS OF DISTURBANCE —so— STORM SEWER SILT FENCE S SANITARY SEWER MAIN SWALE w WATER MAIN So STORM DRAIN PIPE uGE UNDERGROUND ELECTRIC - - - - - - - - - - UNDERDRAIN uGT UNDERGROUND TELEPHONE C CATCH BASIN ml CATCH BASIN DRAIN MANHOLE 13 ELECTRIC CABINET - PVC CROSS TvS HYDRANT ---- o PVC UNDERDRAJN CLEANOUT O I.P. IRON PIN rv. MAILBOX ® SANITARY SEWER MANHOLE • TELEPHONE CABINET BID DOCUMENTS ® TV CABINET DO NOT REVISE ' TREE tY WATER SHUT-OFF VALVE MARCH 2O12 RECORD DRAWING Client/Project CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT #EM-83234901-0 South Burlington, Vermont Title OVERALL SITE PLAN & LEGENDS Project No. Scale 195110725 AS NOTED Drawing No. Sheet Revision C-100 3 of 18 1 1J \\\ \. //IJ i--' /. 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GRANT AGREEMENT #EM-83234901-0 South Burlington, Vermont SOIL TYPE LEGEND LEGEND Title Cv COVINGTON SILTY CLAY, K = 0.49 EXISTING CONDITIONS - .. -.. - SUB —WATERSHED BOUNDARY EXISTING CONDITIONS FaC FARMINGTON, EXTREMELY ROCKY LOAM, 5 TO 20 PERCENT SLOPE, K 0.32 TO 0.37 SCALE: 1• - 120' SOIL TYPE BOUNDARY Lh LIVINGTON CLAY, K - 0.49 0240' VeB VERGENNES CLAY, 2 TO 6 PERCENT SLOPE, K - 0.49 BID DOCUMENTS Project No. Scale VeC VERGENNES CLAY, 6 TO 12 PERCENT SLOPE, K - 0.49 DO NOT REVISE 195110725 AS NOTED MARCH 2O12 Drawing No. Sheet Revision C-101 4 of 18 0 - -.\ / i /�! _ �\`�•? �<"}�\~\�T✓s /� ��'�`�♦\��_` _ c� 1 ) al,` j-��1N\ �_~( -�_^tR-4,h 11/( �-/_-J�� '-�\\`�`���\\\ �= �� �`\���\\(\��p,/_/=e_-�"__,\giJtiJJ /.1sr1_lh?�_\ll�t��)/\)]]�I�II11\U\1\J� +�Ji\i�1//� l+ J i-J (\;i` ce�.//!/ �F�Ii_`i i i\_'1 -�/rgc•�✓r'.�//i�'.-.�'i//i�/i/i �=•��_`=��__.�/Jl/ // !\ /} -�-/BOUNDARY (-T_Y'P./)E AREA I �K. F�1✓\3ri� lflJ'iI\ / �I/1_-f�1'�J\�'t _=l✓`�/JHl1!1i11/ J/�////ii/����(. V%�rI.\ .j1� L �y'i'///amr-/-Stantec Consulting Servic es Inc. 55 Green Mountain Drive r 4iI �1 1fSouth Burlington Vf U.S.A.V 05403 ( i��T -_ -±4e �. `� \ ` `\ f i /� /� / _+Mlle,- % / r,- `✓ _ 1 /` , \\ \I I I / 1J Tel. 802.864.0223 1^/ /_ ;.,, 111, / J! �J FOR. 802.864.0165 — i 1 ' !J // r 1 / / / 1 \\ ( l \ J �` 1 ✓ I r "'.' —\ .NwstImt-Com \```.`t3 /:-- - --i-�= �..`'=�%iiJ�c`ij-�I ) .1/"i-y SWALE B \ �// / \ ) ) \ -// L, 7� ( _ 1 \i\ \ < 1 i C' 1�' \ 1 r\�T� / --./ I t l / ti J-1- 71 /� �1 + 1 t �.--- vr','L \ / . . ! \ ` 1 \ l lAl, LC{. I---• I! // _1 1 / ! r •I J J 1 ri � �\mod\J J / I �1-_� -4P5 ./\\\\ \-y .,y \�%//,. 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( 1 jy�i/�'" \ l ` \- "\ �'.•`_ �`..._ /^ -/ � /- r' ' 1^T R_/� J/' �/=r-/• / / \ / I✓ � `/%�/ J�`� l� v� ✓/ // 11 /I////!/� \� n^/ dl• ` r / ! /t\ �\ j \ if\• •�I I( I 7 I i �•sr �h _Z�\�_�( /` J'��'� %�'i' / ��/%iJl�'�' l=_ __' (I \ r ( �.' ��-xrI _ 1 \\ I \ \ C1 \�. -..•)� \ ram- NEW WET POND L -\ _ ".-.-,/ / f/'( %{ `\ l \ �, %�'? t� SEE SHEET C-1101 �Z,r: \•___( Jl�/9rJ9i�i-�(-� J=♦��\ }IIII f-/""\. o`er. \f h I _/- t I i` ` \ \ l J"'�� �._ i"-' 1 - lv_'� Cl � \ t-y. � �^ s FOR EPSC / _ \ \\\ ! / .•....• '�_ �� � i� � r \ 1 l l _ J \\ _\\ / )^ lZ ✓'J. J�I�� 1 ✓1 \ -J \ \ \ \ `I \ \/�i/` /r \\� /� _/ I ! v I J + �_ � \\ T •J Nobs 1•-c/`r 1 y.^ I, • TTI' _��� '_ _ - s r r- v 1 \ _�/\ < J //l. ly J II - UMR OF ^/ /-\ \.i'1\;t 1�:�� i� l�� . / � _. ORNE , r \ .- 1 vJ 1 - / ! f E J � r � _ _ � � � `. � I ✓ \ \ \ \•!/ // / o BUTI-ER L r -� /-� l t\ \~^ t� I \ )`tl ! / \1 r� •' _ }It I/ \1 I I _ !� rJ/. �--- _ �'''APPRO%IMATE LOCATION OF TURBIDfTY ^-� • //// / J II 1j / / /'\ /�\ \ /✓i WET POND FI COLLECTION SEE IIIP 1\\ \- 1/ ) / ' \'d!`/ --��� BEFORERICONSTRUCTIONBSTARTS BUSHED / SYSTEM MODIFICATIONS, SEE, DRAWING C-108 FOR EPSC' 1 1 1 / /� ,T/ \ y / II ! 1 ((/ /,- _)R / • Ii �t� 1 f' �\__ �/ „ _ \1 r J\ 1\ I tl 1 - -= /y/JI I 1I\\� If F. / NEW WEXTENDED � { /I DETENTION POND 2 _SEE 11 DRAWING It \ I 1 lr /` ~\ dl f 1) � 11 11! \ / � ^r-y // ,L (¢ �C-108 FOR EPSC -' _ '_=l M1��/ � �-�. �- I \ ^J I% ,,,,,,(((���\ �)Z_1� --'\ "%r�� .�i'- �- :%i 1 Il/,f�.`.tll \ 11 I t 1 r I �\ ✓ ' � \ P �^� -t \ / ✓I •� !1 / ! _` �� __-J lil��-_ ^\ a .ry 1e 1 �\ )/ 1 \ /�-- 1 \I FLOODPLAIN RESTORATION.L \ J / \1�� „__ '\ \I ~ I li ! / r \ �---= \\ -`\\ r ) (\ \\ )\\� iTE'R" SEE DRAWINGS C-01 T01 C-02 AND�� ' \ `iri T l It EPSC )I/F=�"\_-,.; 'n `- \\ t� / 1 APPROXIMATE LOCATION OFy \ 1 \- Q I ,9 ! \ \\ L\ iij✓- -/ 1 1 \1 ,— r— t / \ //~ ] UPSTREAM MONITORING r • �. -/ �- = / r -- _ f \ _ SIB CONSTRUCTION STARTS C \ \ I t _ _ / �l �"—�� • -� - I / ' \l r / -` 1) �� �- \ r �l L `'l ? 11 ` ( , i - BULTER � / l -- -/` ✓ \�- / / 11 `1 .] ) \ '\ ( l \ // n \ r-- — / 11 II I ! `\\\ / - \ -;y\ ,_J✓ I AeMllvev coFr couNse swAtE -- JM JfM 11.m.is l If 4 -j \\ �_� '� // 1 �'/ ARMS STREAMBANK \(,\\11/ I, / ! �/ ( i 11 dl1 q9 u ( ` ) r 1 v / I I I 1 % 1 / Revision 6y Pppd- W.MM.DD \ lV h c \ \ {l 1 _ •^ `\ � STABILIZATION SEE DRAWINGS tlt ) �WET EXTENDED DETENTION / C-01 AND r.- 03 TO C-O5, ♦ 1 EROSIN COxr Jr ✓ ) �� \t \ `+\ �"� ��-� `�. FOR EPSC_IN THIS AREA- ROLxAMAnvE POND 2 COLLECTION,\ � / / • f - -- PnaECTDfuRMrx», / f `\. ` ` 1 - -� ✓ SYSTEM MODIFICATIONS. SEE � DRAWING C-104 FOR EPSC THSPRaECTINVOLVEs,NECDNfTAUC,INar,HfTOLLawlxcnEMFIs. + � v-'` .. \ � L � I I 1 / i � ! l I / I / !� -- — - -TAR wATMPOxD: _ / 1 ! t-. ��� \ Jam--. \-\ !l JI III1•'i ♦\ \ 5 .f �1 /- = ! oARNT*EDrnRixoPMossnoRNAwwiniF.ixurme�rnnnwRos�xEwfsroRMa:]�RWIueE `` 1 / I \ ( J �� 1 \ J'I / \ 1 J Issued er appe. rr.MM.Do xnxcKLFDAxomEmmxcSroRMwAfacouFowxfnTFMoxMosscfxaxfwlupE \\ _/ / /j I + Pon`.» A:- TRMLrFn11-E ND \\ `. J f. ! / r. 11\ 11 11L Mwarfn poxoEMAxIMaETxEUTaMExranu He Name: 1072k-102.dR9 G.D.M. J.T.M. J.T.M. 12.0109 ANFXDn STOXMNMTVITR41EAEWROOIOGTFONORrNOFMOSscLExuNFANDFAsraTHOUTARr]OFn1EROTASHPROOKWILLRF /I ffli tt\\_ , A I __z l ) l ) / MOfDrOawET Porn MFFTlxe txF wiFsrsTORLmvATER re TRIExrsTAnaam. xEwsrDRMwarzN cottEcrmx rlPwG AxD ucnox wx�oRrlKewa. caxsrpurnoN MxKx SxuLaFunuaoroM,RFLwmor DISFUM,xa tlt� 1jIL1 J \ ^\� l I \\t Ii I ! t (/ DID. Chkd. Dsgn. ri.MM.DD TRUCTURFSwxLREWMALLEDAxUTxFEX6TwG5TOR ERCOUE N3V5TEMONMOSfGtlIAMEWILLRfMODRIEDINORIXRTo w.TEA 'CeWEnAND. / ti Permit -Seal x A ATRfarzD BYIxE rOxv. Ma(SIKLOCATm"SWHmFvumNSmUcilo"w,WIIILKa PavMIMWIKMUwMA Mb TINAxD FL000puw AESTOMnox OTH i . ' M R a LxoWN II\l (l1 IiIIII j - •J j \I i }I♦ 1111\ 1 )\ oafiwE(»M�Oa5s4LE�x uHF�wo Moss Gl[nlanG s[ESIx ID'IIrNTROWMCALs »osRETw11. ..Wrt 1. Pax LTN � Il (1l / / IILI\�L. ` \ 1 4\ INFORMATINONTHISMeR. wi,LL MRDA.-ANNaIfRTI'MRANTIMMNWSANDTF AAND ­..,SWASICIRMTEASTINGFUDAI ARIURDMAIISTEAExaWx \\ ; \ \ 11 It\ . 5 m ( +r - RECORD THIS PACHa�IiLRNix, IMADXRMTTEELv4.0 ACRES OF TOTAL DISTIweRNCE. THE MSTURREDSONS WILL CONSIST OF COVINDTON umwr AND ]AU04WASUAL SHALL11TREATEORU.NN FRUS1RAaOR AN AITUNAnAMUDWO NRDMfNTTREATMENTMn"ODPMM io OUCHARu r/t - 1\\ 11\ J) / L \ 1 � \^' ' ANGCxxESCWVSOUS.1000WTH-OAR, HWDOIL ,LLI•H weANT.ARRIRON.NE I'1 II\ I\I�'�1 /J L, /_ • ,/� i'-\ } I\ ii ; J �_ fit' -J _ t/�1�_/` DRAWING MITIaTxlsrxotta, xowMER;Hwwrzxcoxsnucrnw DOFs OCCUR, THE fAoslON caxmw .w A R w PORMr 1 Arc MaxxoLESANDPLKEP E JJII/� \' t / -\ / MRANCEtxMurt uNWILLREMODIFEDMREQUMEEDANDA-a 10FWIMfRCO RU O"WILLKFILEDWnx THFVERIMTAGI.Cr .,..LRESWRCF.s fSWSTR.ED ""A' gRSRIMMWFMfMseEawxwc•r STmMwroASiu l UNARWD WaRAAEDAS�Upn�F�D�fsnUCn°xf Client/Project THE Raoox6NF5PON51RLE To' WATFR coxrxa oURwc AU Maus OF-1 UCTIN. NowO—HALLREPEAMOTE. H.1—wo 1. ...- UTEADIMw'MNCM.-BeS CITY OF SOUTH BURLINGTON DNMSxITARFM.N HEDWMxaxfxALLRE C.ccorWLISHMWrt WVCULVEVEnnoRMVPU PIM. nIL--DW TEASx DFaSC"AROEDMMNEFIuoRO ERSUnAMF l r�lll\\ / , -� / l r ' \\ / r f S ENDUVr TORFUS. '"D.11' ONLY. PDaT10Nal5M1THNCE, STaxE[NF[X WMS, ONOTHFRMFASURFSIMYRFDICTArzORV FIELD MNmw rT.w[NAxD�reNaoREl.new¢.episTROermnrzNo!fHULRFUnuuoro MARN LMSIn O.asruRe.wae It �J �F / \ / I _ /• HNI D HEM aMR' . M .", "EmMHERO R ON R ,aN D a W a sM O O DSFROM VN AWO RE,s xoamfR (l 1 1 / / t \ \ / ' US EPA STORMWATER DEMONSTRATION GRANT E. Co RNR F R -FINDS NEDIFDfNALRfaULATXNEI wTM ROAororallowrE Txf NTRACrD All D Co x I \ - \ GRANT AGREEMENT#EM-83234901-0 aueFeoxxDFR�paRroFrHErRaFcrERosNx.pREVExnoNAxosfnMENreoxmoLrlAx. EMwTHEPwoxNssaHOWxoNSNEerCSS4 iHexx.L®EEEnwD]HEraoMA xeEDro J 1 \ � t^ �_D \ _/ `J '"r _ >'N J J I t s. FxC01 WXERF xauT[DONTHFPDW6, ALL OISIURRED ARF,f SHALL RF RESTORFDTOINEwFXKFING CONDOIOxs(uWNNFLD, PAVFMEM, EERS. LL.PM r N " fit\ /--'- ` ��_ -. '/ ! l I y 1 S / South Burlington, Vermont Ett.I FO_MND CONSTRUCnoN. a.cv—CT .—AWN R Roo P.E xMLL—LOafoartx T"E Pexvx, NEN.AAAUeD oxA U WOW DU rmcomiwcTmp n MxD f NAN ro DUTUT ^N 6. ALLDISNRRFD ARFai Swul RE[FwE rzMPOAARVON FIW.L SiANIIOATION WITNIN]DAvSa lxrtwl MSTDRRIrKF WOHTIE FOILOWIND a.4l IXw,lERWG SrMLLeEmurzDuxxvxlrz,eAaaR AN KrzAxArz uvROvfD SlaMEMME,rMExi M[u0 PM RT MCEMID 5: ,LL- :u-ANDSTANNIT.M.D.1 o o 1 r _ .. / - \ / \ _ Title • STIED TION15HOT MOUMEDIFWORK 6TOCO"TI"uuNTHE MIA WITHIN NHOURS AND THERF15ISO PRECIPITATION FOMGSTFDA ..PLACE ND : / /.. y( ) I �—� ` \-- — _ ,- �: ^�\• EROSION PREVENTION AND SEDIMENT b.SiARtIIILR]IOx15"oTREOUIREDOIT"EWORKMMUNR INASEUCOMAWEDEROtvA ILE. xo CUTLETTWITHAOFPHICH.— T w« C N W A P MVN,AV "'xO CONSTM"`T'°"E"i""r'o:s sHulse \ CONTROL PLAN oxcREATER. I. IxsTKLnowAwAi RH IMMwEMENnNEDIrwwG,r uaMwarM POxD Armww6lNc upnREAM t /1 �.- - -- _ �^ RfwanKLTfMOMNrWUM NM5 = Kd L� BID DOCUMENTS 1 No. Scale INS No LLOMRNO SEOUF Pro elx HESTf:x[ � OMAR�M��� KE� MUZEDS�MOMS��SATAW °"�` `:°., EROSION PREVENTION AND SEDIMENT CONTROL PLAN DO NOT REVISE ,95„D,25 , _120 wEVFR xF ioTAL AMOUXTOF OSTURNEDARF4 WNN"NAS"OT NFFNSfAMULEDfxALLBE LeuITEDTOSACMSATAMONF TIME. roR Mf .SEF ETC STO PRaECTS, THE CONUFFUCTION OF THE WIND AND SHE CONETRucnvN OF THE COULICTOx STSTEM FEEaND THE POND F"ALUECONSIDERED NOCIENDENT MASES ANDTHE TUND SITES MAST RF STARILTED MIA TO INSTALLING THE COIIECnON VM11. ISIR SxEETC91 SCALE: 1" - 120' MARCH 2O12 Drawing No. SRevision �" 0 1zo' zoo' heetC-102 5 of 18 1 FILTER FABRIC WRAPPED AROUND GRATE DROP INLET PROVIDE EXTRA FILTER FABRIC WITH GRATE TO BE USED FOR FILTER SEDIMENT LADEN FABRIC REMOVAL RUNS VV CREATE SUMP TO COLLECT MAINTENANCE: AND STORE SEDIMENT 1. CONTRACTOR TO CLEAN AFTER EVERY STORM. IF THE BARRIER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PASSES FILTERED WATER, THE SEDIMENT SHALL BE REMOVED AND THE BARRIER SHALL BE REPLACED. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WALL NOT ERODE. CARE SHALL BE USED WHEN REMOVING FABRIC. ANY SEDIMENT DEPOSITED IN CATCH BASIN DURING FABRIC REMOVAL SHALL BE REMOVED FROM CATCH BASIN AND DISPOSED OF. 2. THE FABRIC SHALL BE REMOVED WHEN THE DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED. CATCH BASIN INLET PROTECTION DETAIL NOT TO SCALE TEMPORARILY SEED OR MULCH STOCKPILE EXCESS TOPSOIL SILT EXISTING FENCE 2 MIN. SILT GROUND 11 FENCE CONSTRUCT SHALLOW TRENCH AROUND MOUND TOPSOIL STOCKPILE DETAIL NOT TO SCALE /'UNDISTURBED / VEGETATION DOZER TREADS CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION— UNVEGETATED SLOPES SHOULD BE TEMPORARILY SCARIFIED TO MINIMIZE RUNOFF VELOCITIES, Z CAN ALSO BE USED TO ANCHOR MULCH. BANK STABILIZATION DETAIL NOT TO SCALE 3 2:1 SLOPE OR FLATTER (TYP. BOTH SIDES) � GRADE LINE �STABI1JZE AS REQUIRED DIVERSION BERM NOT TO SCALE EXISTING GRADE 2:1 MAX. SIDE SLOPES STABILIZE AS REQUIRED \ TEMPORARY DIVERSION SWALE NOT TO SCALE OVERLAP EDGES OF PARALLEL 2' BLANKETS WITH APPROXIMATELY EROSION CONTROL MAT OR 2' OVERLAP AND STAKE TURF REINFORCEMENT MAT /I 'q� STAKE ALONG OVERLAP AT / L _ 6' INTERVALS SLOPE TOP OF SLOPE T 16. 4 p T" ANCHOR FABRIC IN 6" DEEP BY 8' WIDE TRENCH AND STAKE AT 6" INTERVALS. T _ BACKFlLL AND COMPACT T _ '1 THE TRENCH AFTER STAKING. PLACE BLANKETS END OVER STAKE OUTSIDE EDGES END (SHINGLE STYLE) WITH AT LIMITS OF INSTALLATION J APPROXIMATELY 4" OVERLAP. AT 12" INTERVALS BURY END OF LOWER FABRIC 6" DEEP AND STAKE AT 6' INTERVALS. NOTE STAKING PATTERNS SHALL FOLLOW MANUFACTURERS RECOMMENDATIONS. MINIMUM SPACING 3' — 0' O.C. ACROSS FABRIC. EROSION CONTROL BLANKET- SLOPE DETAIL NOT TO SCALE EROSION CONTROL BLANKET, INSTALLED AND STAPLED PER MANUFACTURER'S — RECOMMENDATIONS. i NOTES' 1. TO BE USED ON SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER. 2. PREPARE SOIL INCLUDING APPUCA71ON OF LIME, FERTILIZER AND SEED PRIOR TO INSTALLING BLANKET EROSION CONTROL BLANKET- SWALE DETAIL NOT TO SCALE SECURELY FASTEN FABRIC MATERIAL TO POSTS. 1. PLACE THE END POST OF ONE FENCE INSIDE THE END POST WOOD OR STEEL POST COMPACTED BACKFlLL OF THE OTHER FENCE. INSTALLED BEFORE �MA_,_ COMPACTING BACKFlLL MATERIAL GAli=11c11� ATTACHING TWO SILT FENCES PLACE FABRIC MATERIAL IN A WHEN TRENCHING IS USED 6"x6" TRENCH WITH A "L' SHAPE. THEN BACKFlLL AND COMPACT THE SOIL. SEDIMENT AFENCE NOT TO SC 2. ROTATE BOTH POSTS AT LEAST 180' IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL. 3. DRIVE BOTH POSTS 12" INTO THE GROUND AND BURY THE FLAP IN THE TRENCH. BAG PLACED ON 6" PLAN ELEVATION NOTES: 1. DISCHARGE WATER ONTO A GRASS LINE SWALE. GRASS FIELD OR INTO A SECONDARY SEDIMENT CONTAINMENT SYSTEM. 2. IF FILTER BAG IS PLACED ON A LEVEL PLANE CONSTRUCT A CONTAINMENT BERM AROUND BAG TO DIRECT DISCHARGE AWAY FROM CONSTRUCTION AREA. 3. BAG CONTENTS SHALL BE DISPOSED OF IN AN APPROVED AREA WHEN THE BAG CAN NO LONGER EFFECTIVELY FILTER SEDIMENT OR ALLOW FLOW TO PASS AT A REASONABLE RATE. SEDIMENT CONTAINMENT FILTER BAG NOT TO SCALE 50' MINIMUM A LENGTH i 10' R. TYP. o i F=aa a Vk z 10MIN. NOTES. 1. ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARDS TRACKING PADS SHALL BE PIPED UNDER THE PAD, MAINTAINING POSITIVE DRAINAGE. WHEN THE PAD IS LOCATED AT THE HIGH SPOT AND HAS NO DRAINAGE TO CONVEY A PIPE WILL NOT BE NECESSARY. PIPE SHOULD BE SIZED ACCORDING TO THE AMOUNT OF RUNOFF TO BE CONVEYED, AS DIRECTED BY THE ENGINEER. A 8'0 MINIMUM SIZE WILL BE REQUIRED. 2. A VEHICLE TRACKING PAD SHALL BE LOCATED AT EVERY POINT WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES A CONSTRUCTION SITE. VEHICLES LEAVING THE SITE MUST TRAVEL OVER THE ENTIRE LENGTH OF THE PAD. GEOTEXTILE ;GROUND A —A 6" OF 2' — 3" AGGREGATE IGTH AND WIDTH OF SEDIMENT ATER HOSE UT EXISTING PAVEMENT TH FILL DUC7ILE IRON CROSS CULVERT, IF REQUIRED, AS DIRECTED BY THE ENGINEER. SEE NOTE 1. STABILIZED CONSTRUCTION ENTRANCE SCALENOT TO BID DOCUMENTS DO NOT REVISE MARCH 2O12 c unmg Services Inc. 55 Greenn Mountain Drive 55 Green South Burlington VT U.S.A. 05403 Tel. 802.864.0223 1.. 802.864.0165 rwwstardec.can Rantec Copyright Reserved The Contractor ehal werxy and be reeponeble ter all dimenelau. DO NOT scab Me drawnq —any erton or omresbna shall be reported to Stantac arwat delq. The Copyrighha U all dnlqu old dmdngs M ffw'raperty of Stantec. Repod '*" er fa any purpose oNer than Mat authortred y S12. M forbid... Consultants Legend Notes 1. GENERAL EROSION CONTROL NOTES, SPECIFICATIONS, AND DETAILS DEPICTED ON THIS DRAWING APPLY TO THE GOLF COURSE SWALE AND OAK CREEK VILLAGE STORMWATER IMPROVEMENTS ONLY. SEE DRAWING C-01 THRU C-04 FOR BUTLER FARMS STREAMBANK STABIUZATION EROSION CONTROL NOTES, SPECIFICATIONS AND DETAILS. Revision By A;;; YY.MM.OD Issued By 1ppd. W.LW.DD his Name; 10725c-103.dwq G.D.M. J.T.M. J.T.M. 12.03.0e Dwn. Chkd. Dayn. rf.MM.DD Permit -Seal RECORD DRAWING ClientlProject CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT#EM-8323490" South Burlington, Vermont Tine EROSION PREVENTION AND SEDIMENT CONTROL DETAILS & NOTES Project No. Sale 195110725 AS NOTED Drawing No. Sheet Revision C-103 6 of 18 0 oruoMra M sa - — p I • . r _'W?3*1'1`�`�S/•M_b��f!"�!!�r�r�W..- N- ..l+i�"�.��M�II � f�IffF1 FA �`� ��i�I yt ,q f ; a,•�i,a 1- '• � � -s -_� 1� �-1 at � Jlrn1l - •. ay c: �I r 10 Hil J , �"' 11 � �^.A Al�t� r•r. 1 �� . ►►t - I - � ram:' .,,�,L � °=��.!/7► �' ,•,11�.. n ,� F� s� ;wr�iri��w�"C..1��I�; , ,�i�,Ny a >'►� r -nr_r�1r_l�Ir_�i=1.=:c�Y1a>.���t1t� �i�:v����t��-r��` / �:� ..• n . _ = �3.�-��..-_.+a_=P�� • .��,.ar iil:.. ',r>wf�.`:•'.•�.:'�:.'eL'L�—�'.'_' ' r"T�'b��G �! � ' _ Yiri!il.'. a • Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington u< U.S.A. 05403 TeL 802.864.0223 Fay. 802.864.0165 N....stardec.cam RantK Copyright Reserved The Cont,.&or shag —ify and be ree. "at for a d'menslona. DO NOT scale the dra.ng - any errors omits ons shall be reported to Stomas itb, t delay. The Copyrighb to ab designs and dm.ings are De prop,of Slams,. Reproductm or use for my Purpose other than that authorized by Stantec is }.,bidden Consultants Legend 1. SEE DRAWING C-105 FOR STORM DRAIN PROFILES. 2. SEE DRAWING C-106 FOR NEW WET EXTENDED DETENTION POND #2 GRADING PLAN. 3. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, SIDEWALK, DRIVEWAY APRONS, HANDICAP RAMPS, AND INCIDENTAL TOPOGRAPHIC FEATURES DISTURBED DURING CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING DRAINAGE STRUCTURES PRIOR TO CONSTRUCTING ALL NEW STRUCTURES. J CORRECTED UN W W/ADDED NOTE JIMJIM 12.D1a z — — AND tame ... Nyclma UnUM AM JIM 12JAT.27 1 RENUMBER SHEEr JrM JIM 11.07.11 Revision By Appd. YY.MM.DD Issued By Np rr.MMAo Fie Name: 10725c-104d.q D.D.M. J.T.M. J.T.Y. 12.03.09 D... Chhd. Degn. rr.MM.DD Permit -Seal RECORD DRAWING CIIentlProlect CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT #EM-83234901-0 South Burlington, Vermont Title OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WET EXTENDED DETENTION POND #2 STORMWATER COLLECTION SYSTEM PLAN Project No. Scale 195110725 AS NOTED Drawing No. Sheet Revision C-104RR 7 of 18 1 20 00 21100 22 OO 23 DO 24 00 25 OO 26 DO 27 00 28100 28 28 00 O O M Nat M ? N QD N iO CB B n - a ^�. o '? n ai m n n m ro CB 7 STA 25+11.92 RIM 383.Of " N N N N ap STA 25+61.34 IM 383.3f INV IN 380.17 18' (S) EXISTING CB 10 STA 28+27.67 u o n r^.1 n n m � '9 +ro "^ln ro n +Min INV OUT 380.06 15- (NE) °i. -H of n INV OUT 380.17 18" (W) RIM 384.9t +ran 'NY�IZ=p NN.Zz50 �Nrmr1ZO .-ni.nM INV IN 381.49 18" 1 a+'zz5 oZ- INV OUT 381.49 IB" 39 orilrc ...-.-o rn ir�i_ o¢ 7«ZT�?L C8-9... 90 /STA 25+88.19 - - IM 383.2t M INV IN 380.30 18" (E) Z r _-- -- _ _ INV OUT 380.30 18" (N) 0 F [241 18" DI O O.SOR W 24..50 ' HDPE O 0% 30" HOPE O 0.50% HDPE O 0.50 INV. EL. 377.1 0o 30" HOPE O 0.30% EMISTNG e' PVC SEWER MAJ'N 18" DI O 0.50% O 0.50% )'—(2) E%ISTiNG B-YVl< .SEWER CROSSINGS � STATION STORM DRAIN PROFILE SEE C -1 0 5A SCALE: 1" a 50' HORZ. 1" — 5' VERT. DMH 7 STA 35+31.53 RIM 388.Bt 1NV-IN 384.15 15" (S) INV IN 384.15 12- (SE) INV OUT 384.15 15- (N) EXISTING CB 12 STA 35+57.97 RIM 388.43 INV OUT 384.29 15" (N) Z 0 tQ W J W Z 0 >Q W .J W STATION STORM DRAIN PROFILE SCALE: 1" a 50' HORZ. 1" a 5" VERT. BID DOCUMENTS DO NOT REVISE MARCH 2O12 11 Green cConsulting Services Inc. 55 Gre 55 en Mountain Drive South Burlington Vf U.S.A, 05403 Tel. 802.864.0223 ra. 802.864.0165 �w.stmt«.can RantK Copyright Reserved the CorNactor shwa verity and be rn Wble fa a1 dimmekm. W NOT cab the &-iny - ay — or omimi— eha9 be reported la Staa« hhovt deb". The CW^hb to d deetpe d draebgs ae Me popnty a Start«. Rep eduction for any purpose other 9— Ma auti,orbed by Stall b br6Mden. Consultants Legend Notes a REVSM MUTES COM SM 1a07.09 I RENUMBER SNEU J111 JI11 11.0729 Revision By Aped W.UUM Issued By Appd W.MM.DO I& Name: 10725c-105.de9 G.D.M. J.T.M. J.T.M. 12.03.09 Den. Chkd. Dep. YI.MM.DD Permit -Seal RECORD DRAWING QentlPtaject CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT#EM-83234901-0 South Burlington, Vermont Title OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WET EXTENDED DETENTION POND #2 STORMWATER COLLECTION SYSTEM PROFILES Project No. Scale 195110725 AS NOTED Drawing No. Sheet Revision C-105 8 of 18 2 REVISED DRAINAGE LAYOUT PLAN SCALE: 1"=50' CB 20 RELOCATED 4- (S) CB 21 RIM 383.25 COMCAST �IM�Id 178•i934(SSIN-3B5:i'.f INV IN (187(SE) = 379.75 LINE INV IN (1B7(SW) - 379.50 SIN-IN-'�JBP:56-4_" (NE) INV OUT (24")(N) - 379.50 DMH 1 DMH 4 ce B RIM 387.00 RIM = 385.83 RIM - 385.43 •{HM-3Bdr.42 RIM 383.04 INV IN 377.41 30" (SE) INV IN (47(NE) = 381.91 IW IN (67(SE) - 378.43 • . INV IN 379.75 6" (E) INV IN (18")(NE) = 378.75 INV IN (18")(SE) - 379.43-IN INV OUT 377.31 30" (N) INV IN (24")(S) = 377.96 INV IN (24')(S) - 378.10 21IN 06FF-3783C t-41 } INV IN (18")(S) is379.75 UT (307(NW) = 377.96\ . . ''dV OUT (30')(N) - 378.10 INV OUT (18')(NW) = 379.75 20 00 21 00 22 23 0 2 00 25 00 26 00 27 281,fo5 rrI G O 38 Q Z INV. EL. - 377.17 374- DMIH 20 00 21 00 22 00 23 00 2 00 RELOCATED 25 00 RELOCATED UNUSED WATER SEWER SERVICE SERVICE STATION REVISED DRAINAGE LAYOUT PROFILE H SCALE: 1'-50' V SCALE: 1'=5' 26+00 27+00 (-EX CB 10 Z O Q 380 J W 374 28 05 c Consulting Services Inc. 55 Green 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fax. 802.864.0165 www.etantep- StaffAK Copyright Reserved The Cwftwt« ,hub rwify and be m*,mlbk far adimens dions. DO NOT ", the d-119 - my Amon ar oMe,bn, ,hab be reported to StaMec without ky de. The Copydght, to ag dnNn, and drawing, ore the property m Stardec. Reyyrodumkn ar u for any purpoee other than Nat authodxed by Stantec i, forbidden. Consultants Legend Notes e THIS SHEET IS MEANT TO REVISE THE LAYOUT OF THE STORMWATER SYSTEM LEADING TO THE OAK CREEK VILLAGE WET EXTENDED DETENTION POND /2. ALL NOTES FOUND ON SHEETS C-104RR AND C-105 SHALL HOLD UNLESS SPECIFICALLY REVISED ON THIS SHEET. 2- RE` M TNV4RTS GOM JTM 13.07.09 t- DR*" REVISION 1F0 JIM 12.07.25 Revision By Mpd. -mm Issued By Jgpd. YY.MMDo nle Name: 10725c-10M.41wg TF) JIM TFD 12,06,28 Dwn. Md. D,g, Y AM Do Perms -Seal RECORD DRAWING Gient(Project CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT #EM-83234901-0 South Burlington, Vermont Title OAK CREEK VILLAGE DETENTION POND #2 STORMWATER COLLECTION SYSTEM Project No. Scale 195110725 AS NOTED Drawing No. Sheet Revision C-105A 8A Or 18 2 REVISED DRAINAGE LAYOUT PLAN SCALE: 1"=50• DMH 5 CB 22 {8M-389:q{ -RIM 308.52 Ply JW 1.4 a►Ar-- oil; 322.90--in- RIM — 389.39 8 iNM DMH DMH 6 INV IN (15")(S) 382.56 RIM - 388.08 INV OUT (157(W) - 382.56 INV IN (67(N) — 386.16 (CAPPED) EXISTING RIM = 388.96 INV IN (6")(N) = 384.08 COMCAST INV IN (157(S) 383.63 INV IN (15-)(SW) 384,08 LINE 19 INV OUT (15")(N) = 383.63 33 00 INV OUT (157(NW) — 384.08 EXISTING 392 35 DO 35 56 DUCT BANK---,,, —-- `- — — _. -- _ _ _ 390EX CB 12 f*I 101 LF x 15" HDPE Z O O.SOX 1&2-LF x 15" HDPE O 0.725 O >F O L, I Z J 3G IX CB 11 38 x 15w HDP O 0.50% 32 /9 33 00 34 00 35 DO 35 56 0 '- 1 -24 Li x 15" APPROX. LOCATION HDPE O 0.61X EXIST. GAS LINE, BELOW TRENCH LIMIT STATION REVISED DRAINAGE LAYOUT PROFILE H SCALE: 1"-50' V SCALE: 1"=5' c Consulting Services Inc. 55 Green 55 Green Mountain Drive South Burlington VT U.SA 05403 Tel. 802.864.0223 Fort. 802.864.0165 wwr.dtaTdec.can staftc Copyright Reserved The Contractor ah.1 verily oM be respombk for d d'mensms. DO NOT ecak the drawng — any error or oMavons rhaA be reported to SlaIec wittrout dd The Copytighh to d deergawn ns .4 drgs are Ne property of Stmtec. Rep�roductbn ar use for my purpose other tanthat authorized by Stantec ® forbidden. Consultants Legend Notes e THIS SHEET IS MEANT TO REVISE THE LAYOUT OF THE STORMWATER SYSTEM LEADING TO THE OAK CREEK VILLAGE WET EXTENDED DETENTION POND #2. ALL NOTES FOUND ON SHEETS C-104RR AND C-105 SHALL HOLD UNLESS SPECIFICALLY REVISED ON THIS SHEET. — DMH 5 AND DMH 6 UTILIZE STRUCTURES ALREADY ON —SITE Revision By Mvd. w.MM.DD Issued By Yy.MM.DD File Nome: 10725c-10413.6wp Permit -Seal TFD JTM Kw. CMd. TFD Degn. 12.06.28 YY.MMDo RECORD DRAWING Client/Pr*ct CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT#EM-83234901-0 South Burlington, Vermont True OAK CREEK VILLAGE DETENTION POND #2 STORMWATER COLLECTION SYSTEM Project No. Scale 195110725 AS NOTED Drawing No. Sheet Revision C-105B 8B of 18 0 � I I ilffffa��1 LOD / � / / — LDD �� =,mil y� NCREFE WEIR WALL. TOP I STAGI 0 AREA. 11 / F WEIR EL 377.1 SEE I SILT CC AI20U AIL ON DRAWING C-1 CONCRETE CABLE MAT II STOCKkK7 TYPE 1 STONE FILL SYSTEM IN FOREBAY. SLOPE PROTECTION SEE DETAIL ON Q /a (I O'W x 8LONG). D — / I 4' HIGH CEDAR I CONNECT yP0 L SAFETY RM IP T UC E SPLIT RAI/ _ o FRDNG / FENCE (TYP.) tl N PI AS EOUIRED LODD FOE . BOTTOM —1 373.0 • � 1l� r - Ii, 2J ��I�iYL� •i.1 �,�i .ate, ��� �1�11 �`�}t at�� i. ' �/�i,L� • • �7�,�, • • '• 1•e ll•� .•. a.a . a INV. - N 0 SEE FOR TAILS 14' DE GATE 38 \ 12' WIDE GRAVEL �'•t=' 261 \ \ ACCESS ROAD (TYP.) SEE DRAWING C-501 FOR- 3, ( �— \ FOR DETAIL E 1 H NE GRADING PLAN SCALE: 1" = 20' �co - .r•v. _ JY INrv. 3ea.o I ALL TEMPO MANHO CO NECT TO EXI NG 24" D DMH /1 S ORAWIN C-108 FOR DETAIL HDPE INV. 3 INV. - 384.67 A INSTALL TEMPORARY GRATE ON BD 11 o MANHOLE REPLACE WITH FRAME AND COVER FOLLOWING REMOVAL OF r TEMPORARY BYPASS. N. ,TT5.55 —X _ _ _ _ lso So so so 5o DMH #8. SEE DRAWING C-108 FOR DETAI 30" HDPE INV. OUT - 378. c \ PORA DNERSION o \ Q2 BERM OR SWALE TO DIVERT RUNOFF TO NEW STRUCTURE. RESTORE TO 30" HOPE INV. 377.17� h CONSTRUCTION.ORIGINAL CONDITION FOLLOWING ,o TEMPORARY 24" INSTALL TYPE I STONE FILL (5'W x 1251) STORM DRAIN. \ \\ ALONG EXISTING SWALE. SEE DRAWING C-502 FOR DETAIL. 12' WIDE ACCESS Q \ \ \ ROAD OREBAY \ GRADING PLAN SCALE: 1" = 20' :@I BID DOCUMENTS DO NOT REVISE MARCH 2O12 c Consulting Services Inc. 55 Green 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fax. 802.864.0165 ....etardeo.oarn J� Ilia. Copyright Reserved The Contractor d U verity and be responsible for a0 d—raim . DO NOT scok the d—ing —any soon or ornmwna shoe be reported to Starlet rahout delay. The Copydghe to ali d,,I1r, and drawings ore the property of Start- Reyreduction or — rot any po poae other thou Mat a...d by Stantac u forbidden. Consultants Legend Notes 1. SEE DRAWING L-101 FOR LANDSCAPING PLAN. J RELOCATION OF FENCE AND AccESS DRIVE JIM rrM 13.10.10 2 REYLSm 91vERTS CDM J1M 13.07.09 1 RENUMBER SNEEr AM rrM 11407.29 Revision By Mod WJJM.DD Issued BY MPd YY.MM.DD File No,,: 10725c-106.dwg C.D.M. J.T.Y. J.T.M. 12.03.09 Dian. Chkd 0"r. YY.MMAD Permit -Seal RECORD DRAWING ClienUProject CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT #EM-83234901-0 South Burlington, Vermont Title OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WET EXTENDED DETENTION POND #2 GRADING PLAN Project No. Scale 195110725 AS NOTED Drawing No. Sheet Revision C-106 9 D1 18 2 CEDAR SPLIT RAIL 0100 WSE - 383.56 EXISTING GRADE dd 95 NG GRADE FINISHED GRADE SAFETY FENCE 39t 010 WSE - 381.91300 NORMAL WSE - 9O I J ... .......___ I _..___ .... _._._._ - - i{ ....._T_ 39( 01 WSE - 380.9595 377.10 I — -- - 15' WIDE---... ..10t. 3 apt WqV WSE - 378. AWATIC U BOTTOM OF ? p BEN B FOREBAY 30 i 1. i____..._3p( NORMAL WSE 377.t __... .. . _..._.._.. ELEV. 373.0 --, BOTTOM OF PO' _ '��••��yy 75 - ELEV. 371.00, 376.00 370 �n �� �n �� 4n 45 5n 5.5 60 CONCRETE CABLE 36: j 365 4 .... .. ... ... MAT SYSTEM FOREBAY SECTION A -A 0 5 10 15 20 25 30pi NOTE - EMERGENCY SPILLWAY ELEVATION - 382.50 WET EXTENDED DETENTIONPOND#2 SECTIONS 1• - 10' Z. VERT X 3LB PER SO. FT. 9ov0" 4"0 ORIFICE AT INV. - 378.50 r EXPANDED STEEL 3"0 ORIFICE BELOW AT INV. - 377.00 I I GRATE ALL FACES 2� D n NOTE: BOLTED GALVANIZED ALL SURFACES TO BE COATED ib• FASTNER. (ALLOW 1' WITH ZRC COLD GALVANIZED 6• MIN. TOP REMOVAL- COMPOUND. OUTLET TRASH RACK DETAIL 5' X 1.0' WEIR W/ SCALE: 1/4"-l'-O• VERTICAL GALV. STEEL BARS CAST IN O 12. O.C. "IA. CAST IRON DUTY FRAME 8. 4" DIAMETER ORIFICE4.HiEAVY VER -3 0INV. - 3783EL - 301.00 3" DIAMETER ORIFICE Imo• - WSE=377.00 �y WSE=377.00 / EL61il. 30• Dt0. CAST IRON HEAVY DUTY FRAME & COVER 24" RCP OUTLET 6N) 0 6' X 1.0' WEIR W/ VERTICAL GALV. STEEL BARS CAST IN O 12. O.C. EL.381.03 CONNECT WITH FLEXIBLE RUBBER BOOT Q 2 RCP OUREr INV- 375.80 \-OUTLET TRASH 30• CONIC. RACK, SEE DETAIL FILL 8' MIN. THIS DRAWING SECTION C-C SECTION D-D WET EXTENDED DETENTION POND #2 OUTLET STRUCTURE SCALE: 1/4"-1'-0- yeAR SPLIT RAIL Epm■pmElimKpM■I A •C • a 38t PER BUff JOINT1/2' 3 CAME CLAMP I� 8 C ■ ■II■■II■■III■II■■II■■1/ I!JL!II!■1 liiIFEMI i,�lii9ll��l, I!!II!!II!!I2 ili u CABLE duCLAMPS liilliill��l AMR1.1911A91 FEWIFEEIFEi @911.1!11.1 du'u BUT 1110 - CLAMP LOCAT"S, MATS PLACED PARALLEL TO 7HE CIDAM NNE Of IHIE CHANNEL CONCRETE CABLE MAT SYSTEM NOT TO SCALE POND FORE13AY PILOT CHANNEL L8J7 CRUSHED STONE r--I Fl--378.10 IMPERVIOUS / 3 MATERIAL (TYP.; � 11 70. , hm. USE f5 O 12" EW IN CENTER OF WALL SECTION ELM WET EXTENDED DETENTION POND #2 FOREBAY WEIR WALL NOT TO SCALE '78 10 BID DOCUMENTS DO NOT REVISE MARCH 2O12 c Consulting Services Inc. 55 Green Mountain Drive 55 Green South Burlington VT U.S.A. 05403 Tel. 802.864.0223 i Fm. 802.864.0165 rrr.stmtecxom StantK Copyright Reserved TM Cmtractm shad verify and be—pmeible for ab dkemsions. DO NOT —k the drawrg — my — a ambaiana Mull be reported b sent« aboat e. Th. CopyylgMa b deigns nd trarhga me the popery of Stmtec. Reyyroduceon a use for any purpose other thm Mat auModzed M 9tmt« h Mr., Consultants Legend Notes 2 REVISED NVERR CAM M 13.07. 99 -- 1 RENUMBER SHEET JW JW 11o7.29 Revision By Appd. W MM.DD Issued By MP4 yy.MM. 0 Fie Hama: 10725c-107.dr9 G.D.Y. J.T.M. J.T.M. 12.03.09 Dn. Chkd. Degn. W.MM.DD Permit -Seal RECORD DRAWING ClientProject CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT#EM-83234901-0 South Burlington, Vermont Title OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WET EXTENDED DETENTION POND #2 SECTIONS AND DETAILS Project No. Scale 195110725 AS NOTED Drawing No. Sheet Revision C-107 10 Or 18 2 No Text 1 EXISTING UNDERGROUND Z LITIES 0 H EXISTING 6" STORM DRAIN Q CROSSING. L>IJ INV. GROSSING. 379.9t J W �EXISTING OOTING DRAIN D INTO PIPE 38 ---�T 30" HDPE O 0.25% INV. EL. 376.56 RELOCATED WATER MAIN 1 Cai 2+13.16 RIM-5B5.2t CB 2 1NV-IN�7-T.FZ-24"---(E) STA 5+12.55 1MhiiH38&.84-15=Wr RIM-3B4:9t- --IPN-4N--378:6&-24-" (S) .RIM - 385.13 INV IN (15-)(W) 378.63 RIM = 382.43 INV IN (15")(W) ='.377.13 INV IN (24")(S) - 378.56 (PLUGGED) INV OUT (24")(E) - 378.56 INV IN (24")(E) - 11377.13 V OUT (24-)(N) . 377.13 RELOCATED GAS ���"_ SERVICE RELOCATED GA£ SERVICE � 24" HDPE O 0.50% RELOCATED WATER SERVICE CB 3 STA 5+36.46 RIM-382:6t- IINV-IN-376.72 24=-(S) - i11V-EN�N}. RIM ='�. 38253 INV IN (4')(SW) = 378.78 (CAPPED).. INV IN (24")(S) = 378.65 INV OUT (24")(E) - 378.65 RELOCATED G t: EXISTING WATER EXISTING WATER SERVICE SERVICE ',... 1y\\ 24" HDPE O 0.507 '. `EXISTING 8" SAN. ' ' ...� Do-+^16100-I 17 °° 1810 STATION 'o° STORM DRAIN PROFILE SCALE 1" - 50' HORZ. - .. 1' - 5" VERT. 39 .. 390 EXISTING CB 14 EXISTING CB 13 STA 8+71.31 STA 8+72.02 RIM-E84,5+- -RIM 384.61- EXISTING UTILITY DUCT BANK RIM = 384.1 RIM - 384.12 -��-� -�'- -"' ----" -- INV IN (12")(S) - 381.18 INV IN (12-)(S) - 378.79 _ INV OUT (12") = 381.18 INV IN (12")(E) = 379.62Z 1g• HDPE O 0.63R =� - m INV OUT (15-) = 378.790 F - - - - Q _._- - ----'_.._ 380 LJJ - - W // EXISTING WATER SVC.J DEPTH) Z (ASSUMED EXISTING 54N SVC. (ASSUMED DEPTH) EXISTING WATER SVC. (ASSUMED DEPTH) EXISTING S.SVC. (ASSUMED DEPTH) EXISTING 12- S.. s7n 18+00+19 STATION STORM DRAIN PROFILE SCALE: 1" = 50' HORZ. 1' - 5" VERT. C8 4 STA 6+96.11 RAM 584.5± RIM - 383.57 NV IN (18-)(S) = 379.65 NV OUT (24")(N) 379.65 Ce 5 STA 8+72.02 RIM 385:3t -INV--1N 38208�15' (W) OUT 382.0 Me= 384V) INV IN (18")(E) = 380.60 INV OUT (15')(N) = 380.60 .RELOCATED GAS EXISTING MAIN RELOCATED GAS UNDERGROUND UTILITISERVICE ES 18" HOPE O 1,00% 15" HOPE O 1 SUBSURFACE INV. IN 38Y..Jt} (12-) 379.82 EXISTING CB 6 STA 9+77.32 RIM 386.3± INV F 383 .e •e e RIM = 386.24 INV IN (4")(E) = 382.99 INV IN (12")(S) 382.99 INV OUT (15-)(W) = 382.99 c Consulting Services Inc. 55 Green 55 Green Mountain Drive South Burlington of U.S.A. 05403 Tel. 802.864.0223 Fact. 802-864.0165 wwwst9Mea- RamK ;opydghlReserved The Cordraator eha9 verXy and be rnponeWle for anton dim-lion'Dto NOT code the droning - any anon or -W.i ne a Stentee without delay. The LapyH9Me to al deeigne and do ei rs or,athe property of Staidec. Re aducuon or uee fora Cher than Mal aaMadrea stone« le forNddea. )onsu@ants .egend Notes 2 WISID NVm OOM JN 13.07.09 1 RENUMBER 916E7 J7M JIM� 11.0719 Revision By rold Yy-MMDD Issued 9y Appd. YY.MM.DD File Name: 107251-109.dwg GA.M. J.T.M. J.T.N. 12.G3.09 Den. Chkd. De9n. Yf-MM.OD Permit -Seal RECORD DRAWING ClienttProject CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT #EM-83234901-0 South Burlington, Verrllont Title OAKCREEK VILLAGE STORMWATER IMPROVEMENTS WET POND 93 STORMWATER COLLECTION SYSTEM PROFILES Project No. Scale 195110725 AS NOTED Drawing No. Sheet Revision C-109 12 of 18 2 c Consulting Services Inc. 55 Green 55 Green Mountain Drive South 8udin9ton Vr U.S.A. 05403 Tel. 802.864.0223 Far. 802.864.0165 �a�� WRN.et4lteC.ealrl .� IIK right Reserved she Contrast« snag .eriry and be reeponelble for o0 dimenelane. Do JOT —le the drawing — my — or amwswna eMU be reported to 'tardeo Mhout delay . he LoPYd9�s to all designs and drawings — the property at itmtm. Reproduction or uee for any purpose other Mm Mat iulho,bod by Stmtec b f rbidden. ultants 1d EE DRAWING L-102 FOR LANDSCAPING PLAN. R&OGDDN OP�MOFO PVC PIPE PIPE JTM JM 13.10.10 REVISED HMETTS 0DM JTM 13.07.09 j — REV. ACCESS ROAD— REV. ACCESS ROAD TN JTM 120S.OB =CHANGE REVEm — LINE SIYIE JTM JTM 12.03.27 REMOVED SWAE-RENUMBER SHEET Am JM 11.07.29 f1n By Appd YV.MM.DD By ARpd. YY.MM.0D me 10725-110.dwg G.D.M. J.TM. J.T.M. 12.03.09 Dwn. Chkd. Deg.. YY.MM.DD [-Sea) RECORD DRAWING 'Project :ITY OF SOUTH BURLINGTON iS EPA STORMWATER DEMONSTRATION GRANT ;RANT AGREEMENT #EM-83234901-0 outh Burlington, Vermont IAK CREEK VILLAGE STORMWATER IMPROVEMENTS JET POND #3 TRADING PLAN t No. Scale 95110725 AS NOTED 1g No. Sheet Revision -110R 4 13 o1 18 CEDAR SPLIT RAIL SAFETY FENCE DOTTING GRADE FINISHED GRADE 395 395 0100 WSE m 379.71 FINISHED GRADE 390 - - - -- 10'WIDE- 15' WIDE 390 EXISTING GRADE NORMAL:- ! SAFETY AQUATIC 010 WSE 378J6 3 WSE 376.60 38 BENCH ----r----_ - BENCH ,_. 385 3•T - -- --, Q7 WSE 378.01 — -- 380 38 NORMAL WSE D 3./ ('rP I WqV - 37600 - __ -- - _ -- 375 BOTTOM OF 375 _ FOREBA372.0 --..... .._..... _. __... .. — �. 375 BOTTOM OF POND 376.50 7 ELEV. 370.00 _. �_._ 37 370 . _.......... __....._.. ..__._.. ...._ .. __.. _....._. 376.00 L 3740 -25 - 0 -15 -10 5 _ ---. 365 35 -, -, _ - 0 - 5 - 0 - 5 - 0 - 5 - 0 - 5 - 0 45 .70 365 CONCRETE CABLE FORERAY SECTION A -A MAT SYSTEM POND SECTION B-R NOTE: EMERGENCY SPILLWAY ELEVATION 379.0 WET POND #3 1 HSECTIONS SCALE:1" - 10' VERT 2'W X 0.5'H WEIR W/ VERTICAL GALV. STEEL U Bj LTED GALVANIZED BARS CAST IN O 12" O.C. 3LB PER SO. FT. FASRJER. ALLOW E--378.17 EXPAGRATE DM�L FACES L REMOVAL) 2">di NOTE: D t 3"0 ORIFICE AT ALL SURFACES TO BE COATED INV. .374 p0. c WITH ZRC COLD GALVANIZED-.•6 MIN. COMPOUND. OUTLET TRASH RACK DETAIL c) SCALE: 1/4"-1'-0" 2'W X 0.5'H WEIR W/ VERTICAL GALV. STEEL BARS CAST IN O 12" O.C. 30• DIAL CAST IRON 8" MIN ELe378.00� HEAVY DUTY FRAME k COVER > xx . 3' DIAMETER INV. 376.00 iVSE-376.00 IN 30" RCP OUTLET Y jl o ELAM 30" DIA. CAST IRON -- - _-- HEAVY DUTY FRAME COVER CONNECT WITH F'LIXIBLE RUBBER BOOT L-OUTLET TRASH RACK 20" CONIC. SEE DETAIL FILL SECTION C-G SECTON�-D-D WET POND#3 OUTLET STRUCTURE OUTLET STRUCTURE SCALE: 1/4"-1'-0" 30' RCP OUTLET IN; 376.17 CABLE .AMPS PER Jr JOINT CLAMP LOCATIONS, MATS PLACED PARALLEL TO THE CEN1D? LINE OF THE CIMNNEI CONCRETE CABLE MAT SYSTEM NOT TO SCALE POND FOREBAY PILOT CHANNEL 'I'll xi.XX CRUSHED STONES rT EL�3}7_6g NOTE: USE /5 O 12" EN IN CENTER OF WALL IMPERVIOUS /-3 MATERIAL (TYP. 5;1— 11 IF aaJ 3-a I WET POND #3 FOREBAYTWEIR WALL SCALE NOT RIAU Ix XX 173:60 BID DOCUMENTS DO NOT REVISE MARCH 2O12 c Consulting Services Inc. 55 Green 55 Creen Mountain Drive South Burlington Vf U.S.A 05403 Tel. 802.864,0223 Fax. 802.864.0165 m.ataidec.com Copyright Reserved 7M Contraclm ehel venry and he rTnebW Ia N dare—. 00 NOf «oN iM d�aelnq - mY artaa a amisabna and M reported to steer« .nkea ore T1w uw>~9� m dsY9n. e.,d traeinaa er. e» propertyof wh tmdd by SSttaC Is rauIdfd.. r vwe.. N�. M. ma Consultants Legend Notes 1 RENUMBER SHEET - - -Jrk1 JrM 11.0729 Revision By ropd. YY.MMAD Issued BY rood. TY.MMDD FTe Ne 107251-111Ae9 G.D.Y. J.T.Y. J.T.Y. 1203.09 Den. Chkd. Ds; YY.MM.DO Permit -Seal RECORD DRAWING ClienWrolect CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT #EM-83234901 -0 South Burlington, Vermont Tide OAK CREEK VILAGE STORMWATER IMPROVEMENTS WET POND #3 STORMWATER COLLECTION SYSTEM PROFILES Project No. Scale 195110725 AS NOTED Drawing No. Sheet Revisial C-111 1A 1A 9 BREAK IN TACK COAT ALL EDGES (TIP.)-. MIN. SAWCUT EXISTING PAVEMENT PRIOR TO FINAL PAVING— SAWCUT EXIST. PAVEMENT AT START OF CONSTRUCTION f`1 1/2" TYPE III TOP COURSE 2Ra / 2 1/2' TYPE II BINDER COURSE CRUSHED GRAVEL SUBBASE NOTE - MATERIALS TO COMPLY WITH VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. PAVEMENT SAWCUT DETAIL NOT TO SCALE SAWCUT TO STRAIGHT AND UNIFORM WIDTH (TYP.) 1 1/2• TYPE III TOP COURSE EXISTING 2 1/2" TYPE 11 BINDER COURSE PAVEMENT TACK COAT ALL EDGES (TYP.) 24" CRUSHED GRAVEL SUBBASE PAVEMENT RESTORATION NOT TO SCALE POST SPACING (TYP.) n 10'f LONG CEDAR RAIL L2'x4" BLACK PVC COATED OVER GALVANIZED —C(7 A SEE POST TYPICAL OF 3 PER to, STEEL, WELDED WIRE MESH (12.5 GAUGE) DETAIL POST SPACING (48' WIDE) INSTALLED ON OUTSIDE FACE OF SPLIT RAIL FENCE DOUBLE GATE NOTE- I. m PICTURE ABOVE DEPICTS A TWO (2) RAIL FENCE. CONTRACTOR SHALL FURNISH AND INSTALL A THREE (3) RAIL SYSTEM. CONCRETE NEW PORTLAND C CEMENT CONCRETE SIDEWALK 4" TOPSOIL, SEED — AND MULCH TYPICAL SIDEWALK AT DRIVE ENTRANCE WITH GREEN STRIP NOT TO SCALE 5'-0' GREEN STRIP (TYP-) WIDTH VARIES 1/4" IN 12" "TRUNCATED DOME" DETECTABLE WARNING SURFACE OPE AT CONCRETE 1t12 MAX.. t9 0 0 CURB 7" REVEAL 1712, \ ° a \\ �fyq} 1/2" REVEAL / TYPICAL CURB AND SIDEWALK TERMINATION NOT TO SCALE RAILS WITH Y2" CROWN z %" LEG GALVANIZED STAPLES AT 12" O.C. EACH WAY CEDAR SPLIT RAIL SAFETY FENCE DETAIL NOT TO SCALE GREEN STRIP WIDTH VARIES •• SEED AND CURB MULCH .. i'..1y,1GRAVEL ;..1y.1 ®' TYPICAL CONCRETE SIDEWALK DETAIL NOT TO SCALE NOTE, NEW PORTLAND CEMENT CONCRETE SIDEWALK SHALL BE 5" THICK THRU RESIDENTIAL DRIVEWAYS AND 8" THICK THRU COMMERCIAL DRIVEWAYS. 1/4"R 6. 'B REVEAL TO CH EXISTING CURB ACE V CRUSHED GRAVEL 6"SHED VEL 6" CRUSHED / `COMPACTED STRUCTURAL GRAVEL BASE) FILL OR UNDISTURBED VERTICAL CONCRETE CURB DETAIL NOT TO SCALE FINISHED GRADE LEBARONnrLOW,5* SEWER C AND COV NUMBER WAY -SCH. 40 PVC RISER WITH THREADED CAP 45' BEND CLEAN OUT DETAIL NOT TO SCALE FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES. INSTALL 12' WIDE GRAVEL DRIVE 6" OF TOPSOIL OVER ACCESS DRIVE OUTSIDE OF POND FENCE LIMITS. SEED AND MULCH. FILTER FABRIC 2 TYPICAL GRAVEL ACCESS DRIVE DETAIL NOT To SCALE BID DOCUMENTS DO NOT REVISE MARCH 2O12 Starlet Consulting Services Inc. 55 Green Mountain Drive South Burlington VT U.SA 05403 Tel. 802.864.0223 Far. 802.864.0165 �a-...-�_. _. m.•tada.com Sta RCS. Copyright Reserved The Cent Kor had wiry and De reepaneble f« d 6nerda�e. DO NOT W. the dneM9 — «ry error ra N.1— •hd b• roported to Slantea -h.. _ U. Capyrlyhta to1 design. and dr.ga are the property of Stem a R puryosa oUar than flat authoriM Sto W M iamMe«,. Consultants Legend INotes 1 RENUMBER SHEET — JfM 6A I1.0719 Revision By ApPd. W.MM.DD Issued ey Mpd. vvyM.DD I Poe Name: 10725—5014ey G.D.N. J.T.Y. J.T.Y. 12.03.09 7MM.DD S Dan. Zd Dean. Permd-Seal RECORD DRAWING ClienVPng'ed CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT #EM-6323490" South Burlington, Vermont Title GOLF COURSE SWALE AND OAK CREEK VILLAGE STORWATER IMPROVEMENT DETAILS Project No. Sale 195110725 AS NOTED Drawing No. Sheet Revisior C-501 15 n1 18 1 SAWCUT PAVING IN PAVEMENT CROSS COUNTRY /�1 i/2• TYPE 11 TOP COURSE ERM. I TRENCH_ ' r2 1/2- TYPE 9 BINDER COURSE AND SEED FINISH GRADE Q� COMMON FILL (NOTE 1) GRAVEL COMPACT BY MECHANICAL MEANS, SUBBASE TO 95X MODIFIED PROCTOR AS PER ASTM D-1557 �OENU7M�OF TRENCHM5 / TO 957G MODIFIED PROCTOR AS PER ASIM D-1557) 12• \ PROVIDE 6. OF CRUSHED GRAVEL 7YP. HAND BACKFILL AND TAMP IMMEDIATELY AROUND PIPE (NOTE 2) 6 \ PPE00 i \ 1. COMMON NOTES: O COMMON C - YMATERIALGRAVE EXCAVATED ON SITE WHICH RI FRIABLE, NATURAL SOILHER COMPOSED G GRAVEL, SAND, OR SALTY OR CLAYEY GRAVEL AND SAND; FREE FROM DEBRIS, CONCRETE DI OTHER RUBBLE, ORGANIC MATTER, MUCK, PEAT, EXCAVATED ROCK AND BOULDERS OF 6 INCHES IN MAXIMUM DIMENSION OR GREATER. 2. CRUSHED GRAVEL: CLEAN HARD CRUSHED GRAVEL; FREE FROM SILT, TOPSOIL CLAY, AND ORGANIC MATTER, UNIFORMLY GRADED FROM COARSE TO FINE WITHIN THE LIMITS SPECIFIED IN ASTM C136. TYPICAL HDPE STORM DRAIN TRENCH DETAIL NOT TO SCALE IN PAVEMENT CROSS COUNTRY 12• PERM TRENCH 1 1/2' TYPE II TOP COURSE 2 1/2- TYPE I ENDER COURSE P A N GREATER THAN 2 1/2• MATCH EXISTING SAWCUT PAVING LOW AND SEED FINISH GRADE IXISIING\ GRAVEL MMON FILL (NOTE 1) / COMPACT BY MECHANICAL MEANS. OR SUBBASE ROC( SHALL PROJECT INSIDE OF -SHAPE TRENCH 00 PIPE ILA 11. COMMON - MATERIAL EXCAVATED ON SITE WHICH IS FRIABLE, NATURAL SOIL COMPOSED OF GRAVEL. SAND, OR SILTY OR CLAYEY GRAVEL AND SAND; FREE FROM DEBRIS, CONCRETE OR OTHER RU6BLE. ORG+WIC MATRR, MUCK, PEAT, IXGVATED ROCK AND BOULDERS (1F 6 INCHES IN MAXIMUM DIMENSION OR GREATER. 2. COMMON FILL - SAME AS NOT 1 EXCEPT THIS LAYER SHALL BE FREE OF EXCAVATE ROCK OR STONES OF 4 INCH IN MAXIMUM DIMENSION OR GREATER ROAD SURFACE RESRIRAlI1N NOTE: t. WIDTH OF TRENCH AT SIREEf LEVEL SHWA BE KEPT AS HARROW AS POSSIBLE. 2. PAVEMENT UNDER THE ITEMS OF WORK SPECIFIED IN THE CONTRACT DOCUMENTS ARE TO THE LINES SHOWN. 3. DEPTHS OF GRAVEL SHOWN AM MINIMUM COMPACTED THICKNESSES. TYPICAL RCP/DI PIPE TRENCH DETAIL NOT TO SCALE WIDTH A OWN ON PUNS - r. O 0 STONE FILL GEOTEXHIE UNDER TYPE I STONE FILL PILOT CHANNEL DETAIL NOT TO SCALE VERTICAL CURBING 6. —T FLOW PAVED FILLET SLOPE TO CONFORM VERTICAL TO ROADWAY CURBING CAST IRON FRAME AND GRATE LE'BARON UP 248-2 OR SOUK (3 FLANGE) - USE 4 FLANGE AT LOCATION WITFI NO CURB (STANDARD)* CASE IRON FRAME AND COVER. CURB REVEAL TO OR 1/2" NORTAR TYPE I EQUAL IERED WITH LEBARO LC 7•SIORM'. MATCH EXISTING F.G. VARIES ADJUSTMENT OF FRAME AND ADJUSTMENT OF FRAME AND LOVER GRATE WITH GRADE MS BRICK SLAB REINFORCEMENT WITH CONCRETE GRADE RING AND MORTAR ••I JOINTS SHALL HAVE MASTIC -SEAL PRECAST CONCRETE COVER ----TT-` SLAB REINFORCEMENT OR BUTYL RUBBER GASKET y-0• t JOINTS SHALL HAVE MASTIC -SEAL PRECAST CONCRETE COVER-` 2 -6• RISER AS REQUIRED 5• _ OR BUM RUBBER CASKET --• 4a I.D. 5. t 4e• I.D. CIRCUMFERENTIAL REINFORCEMENT RISER AS REQUIRED OR AS SHOWN ON PLAN OR AS $FLOWN ON PLAN CIRCUMFERENTIAL REINFORCEMENT `-- STORM PPE STORM PPE Q a I72• WALL THICKNESS To BE A MINIMUM WHL p e' OF 1/12 INSIDE DIAMETER MORTAR I OF 1/12 INSIDE DIAMETER THICKNESS TO BE A MINIMUM n 6 . .. PRECAST CONCRETE BASE SECTION PRECAST CONCRETE BASE SECTION _e' CRUSHED STONE-, SLAB REINFORCEMEM .. «6- CRUSHED STONE- SLAB REINFORCEMENT MONOLITHIC POLYPROPYLENE MANHOLE RUNGS. TYPICAL TYPICAL CATCH BASIN SECTIONTYPICAL STORM MANHOLE SECTION NOT TO SCALE CURB TTSCALE OR LOCATION WITH NO CURB NOTE, SEE DETAIL THIS DRAWING FOR ADDITIONAL REQUIREMENTS FOR CB #8 AND CB /9. 'CRTIGL CURBINh.H RAME AND I MORTAR B• MAXIMUM THICKNESS FOR CONCRETE COVERFRAME AND XIMUM HEIGHT 4- STORM_ RIP RAP APRON SIZING CHART APRON f A B C TYPE RIP RAP T DEPTHOF RIP RAP LOCATION 1 9.0' 240' 27.0' TYPE I 3.0' GRASS A. OU7lEf 2 IS, 15' IS, TYPE I I.0' PONDD #2 ENOUTLET T 3 15' 15' 1 IT TYPE I 1.0' I WET POND #3 OUTLET B MANUFACNRED END SECTION OUTLET PIPE PER PUN A C ,. TYFE L starrc 1u atAu caNsST a xAHm. *LASTED ANGAAR Roa< xFAmRAeLr NFIL MIEN MRaY THE U N YANYw sNa ITarf 50 AS N ONE A WYPACT WoiE MtN N PUCE 1M! 1.ONCRT F THE SHALL VARY N ONE N 1NTLK WOES ` AT lie6r 6o FERMENT a RE V011LE Q STpF N PLATE SMNL XAAE A LEAST THANt 1/3 Or THE NCRR MENS I Oleraox v lWc sIaNE 91ALL FF R6A1fA THAN ,n a iX@ LaNmT p1LINNaN. 2 TYPE F STaN! nL SHAM. CONSIST a xARo, euslm NRCMIAR RoOR IRASaNAtLY HAIL aRApm FRaLr M SYU) O ,rUQslw smrc m A$ N POw A CCAVAR YAS WIDN N PLANE 11E LONGEST MMEN9aN SXNL VARY Nltll AND N iHRlr sM NWEs wIN AT LEAST 'A P[XCdT W M AtlMK a *NNE N PUG[ INALL 1AK A IGST THAN /3 O 1 NELA4 ST DMI LEAST O/,p9W M 11E: 51aN[ 91AU. BE atEMOW 1NAN N/] 671E IaN65f OEQY90N. iA911C (TOO RNR iAWEC N EEK NSTAIID M LOESS O S AF ALL RRR STONE FILL APRON DETAIL NOT TO SCALE ADDITIONAL REQUIREMENTS FOR CB#8 AND CB #9 NOT TO SCALE BID DOCUMENTS DO NOT REVISE MARCH 2O12 c Consulting Services Inc. 55 Green 55 Green Mountain Drive South Burlington VT U.S.A 05403 TeI. 802.864.0223 Fax. 802.864.0165 "'stmnec.com CC}}''��,�N� CopAht Reserved The Contractor ehan verify and be mspon Dle for all dimenalans. 00 NOT =ale the drawing - Stantea Mthout delay. any eaare or omi,alo ehall be reported to Th. Copyright.to .11 eeigne and dr an the Nyat} h.Mep on _h;F'.ed by SttMe M Pugs }arbidden.far any rpove o ther e�i Consultants Legend Notes I RENUMBER SHEET JIM JIM 11 MTM Revision By Appd. YY.MM.DO Issued By A'Ppd. YY.MM.00 F[e Name: 10725C-502.dNq G.D.M. J.T.M. J.T.M. 12D3.w DNa. Chkd. Dsgn. YY.MM.DD Pennit•Seal RECORD DRAWING GientlProject CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT#EM-83234901-0 South Burlington, Vermont Title GOLF COURSE SWALE AND OAK CREEK VILLAGE STORWATER IMPROVEMENT DETAILS Project No. Scale 195110725 AS NOTED Drawing No. Sheet i eTwsion C-502 16 of 18 1 0 20' 40' LANDSCAPING PLAN SCALE: 1" = 20' i y e / JOE—PYE WEED BLUE FLAG IRIS CANADA RUSH NORTHERN ARROWHEAD BULRUSH w Stantec Consulting Services Inc 55 Green U.S.A.'Mountain Drive South Burlington VT U.S. N Tel. 8 d 802.864.0223 Fay. 802.664.0165 Stadw - — nn.etmta.oxn Copyright Reserved The Contractor MA verey and be rmp .kk for A dhnensi n DO NOT —k ti d� mg — my error or orniaaiana ehd be reported to The rADlrlgf'v to A deer �a and dro-F ara 0w ig.p y of Stantec. eeproduct!on or a for any purpose other than Mat aAthorU d by StaMec k forddden. Consultants f PLANT SCHEDULE QUANTITY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE 100 EM EUPATORIUM MACULATUM SPOTTED JOE—PYE WEED 2—INCH PLUG 200 IV IRIS VERSICOLOR BLUE FLAG IRIS 2—INCH PLUG 100 JC JUNCUS CANADENSIS CANADA RUSH 2—INCH PLUG 100 OM QUERCUS MACROCARPA BUR OAK 1.5 INCH CAL 100 SL SAGRTARIA LATIFOUA NORTHERN ARROWHEAD 2—INCH PLUG 200 SC SCIRPUS CYPERINUS BULRUSH 2—INCH PLUG BID DOCUMENTS DO NOT REVISE MARCH 2O12 Legend Notes i FO&W Ot $11111117 JIM AM 11.07.20 Revision By Mod. YYAKW Issued By Mvd TYAKDO n1e Name: 107251—I01.dwg G.D.M. JTM 12.03.09 Dm Chkd. Dagn. W.ta1.00 Permit -Seal RECORD DRAWING ClienVPmjed CITY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT #EM-83234901-0 South Burlington, Vermont Title OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WET EXTENDED DETENTION POND #2 LANDSCAPING PLAN Projed No. Scale 195110725 AS NOTED Drawing No. Sheet Revision L-101 17 of 18 1 C it I I /^\ `�-'/ / /l \�♦° ! ...'..;,; ter\ '� � ro + `i_~'` I \. It l.DcI1/1 M/ r I+1 i� Fi I/ I i Ili tl \ f I\\ \ \ I l' . \ \ PdtJD III C \ \ \ \I \\ 11 INV. = 378.53- I\ I !a \ \ \\ \ \\\\\ 1 15' WIDE AIIATIC Bl�I\\\\ INSTALL W PLUG$ 0-FOOT ON BOTH SIDES F sH s�pn DO NOT COMP Y st�BMERG\ \ \ ° PLUGS. \\ \ \ \ SEED MIX TYPE II ON ALL I \ \ \\ \ \ \\ \\ I DISTURBED AREAS EXCEPT A\ `-.\`�\\\` :7p��,� NOTED / I/ f � 4 1 I 11 I I ! 4 ❑ ❑ 'i / 1 1 1 + 1 I � c\ -\ \ \\ ♦\ --\ \' �� \\ \� \ \ I ID y JI I \ 1 / j 11 1 r I I ❑ ❑ \ 11 I I u \� \ \I ~`\ \`\ `� '� ! "k'\ \� � \\ \1 \� x\ \ — \ _/ 1 \ \ \ \ \`'Tee•` N, \ \ I \ 0 20' 40' so �sD EME a so so so \ o-�`�so` - 394�°\:\\ I `I \ \\o \ LANDSCAPING PLAN SCALE: 1' - 20' �t l y �( �1 JOE-PYE WEED BLUE FLAG IRIS CANADA RUSH NORTHERN ARROWHEAD BULRUSH `--- -'j-- 12' WIDI ACCESS l ,T ---- 1 PLANT SCHEDULE QUANTITY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE 100 EM EUPATORIUM MACULATUM SPOTTED JOE-PYE WEED 2-INCH PLUG 200 IV IRIS VERSICOLOR BLUE FLAG IRIS 2-INCH PLUG 100 JC JUNCUS CANADENSIS CANADA RUSH 2-INCH PLUG 100 QM QUERCUS MACROCARPA BUR OAK 1.5 INCH CAL 100 SL SAGTITARIA LATIFOLIA NORTHERN ARROWHEAD 2-INCH PLUG 200 SC SCIRPUS CYPERINUS BULRUSH 2-INCH PLUG BID DOCUMENTS DO NOT REVISE MARCH 2O12 c Consulting Services Inc. 55 Green Mountain Drive 55 Green South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fax 802.864.0165 wa.atarltxgan uanw Copyright Reserved The Controd., .ha verify and be re,pre ar.TY for a0 dirr—lo. DO Nor ,Cale the dr-irg - my errors m .—ion, ehd be De ort d to Stmn ithout dNa . The Copyrights to II design, and dr,eing, ar< the prapi of Stmt- Reproduction or m, for my purpose other tli. al authorized by Stardec i, forbidden. COrlsullarlts 34.1a111 Notes 1 REMOVED Swn1E - RENUMBER SHEET JIM JIY 11D7." Revision 8y Aapd W�J)D Issued By Iypd. 77-MM.DD F.I. Name: 107251-102-dwg GD.M. J.T.Y. /7.D3.D9 Dm. Chkd. Degn. Yr.YY.DD Permit -Seal RECORD DRAWING ClientiProjed CITY OF SOUTH BURLINGTON Title US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT #EM-83234901-0 South Burlington, Vermont OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WET POND #3 LANDSCAPING PLAN Project No. Scale 195110725 AS NOTED Drawing No. Sheet Revision L-102 18 of 18 1 F:\57034.01 SOUTH HJRLINGION EPA GRANT \GAD\PLANS[T\FV\SLOPI S I ABU lA uoN\5/034.01-IC Legend Notes: Exist. Prop. Exist. Prop. _ Bank Stabilization Floodplam Establishment General is PROPERTY LANE CONCRETE 1. INSTALL EROSION PREA N71ON AND SEDIMENT CONTROL (EPSC) MEASURES AROUND THE BANK STABILIZATION AREAS; THE ORDINARY HIGH WATER (OHW WIDTH SHOULD BE DEMARCATED WITH 1. INSTALL EPSC MEASURES AROUND THE BANK STABILIZATION AREAS; THE ORDINARY HIGH WATER 1. CONTRACTOR SHALL NOTIFY 'DIG-SAFr (1-888-344-7233) AT LEAST 72 HOURS BEFORE PROTECT LIMIT LINE 0 HEAVY DUTY PAVEMENT PIN FLAGS PRIOR TO THE INSTALLATION OF EPSC MEASURES TO ENSURE UWNIENDED INCURSIONS (OHW) WIDTH SHOULD BE DEMARCATED WITH PIN FLAGS PRIOR TO THE INSTALLATION OF EPSC MEASURES EXCAVATING. --� RIGKT-OF-WAY/PROPERTY LINE RIPRAP WITHIN OHW DO NOT OCCUR, AND EPSC MEASURES CAN BE INSTALLED OUTSIDE OF OHW; TO ENSURE UNNTENDED INCURSIONS WITHIN CHW DO NOT OCCUR EPSC MEASURES CAN BE INSTALLED OUTSIDE OF OHW. - - - EASEMENT , CONSTRUCTION ENTRANCE 2. IF NECESSARY, PUMP STREAM AROUND WORK AREA USING THE FOLLOWING METHOD: 2. CONTRACTOR SHALL BE RESPONSIVE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REOUREMENTS. Vanasse Hangen Brustlin, Inc. BUILDING SETBACK , _ a. SECTION OF STREAM IMMEDIATELY UPSTREAM OF BANK STABIUZA71ON AREA AND 2 IF NECESSARY, PUMP STREAM AROUND WORK AREA USING THE FOLLOWING METHOD. a. SECTION OF STREAM IMMEDIATELY UPSTREAM OF BANK STABILIZA710N AREA AND 3. AREAS DISTURBED WRING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES --'- z2.as icx 27.J5 icx TOP OF CURB ELEVATION DOWNSTREAM OF BANK STABILIZATION AREA TO BE DEWATERED IF THERE IS FLOW IN DOWNSTREAM OF BANK STABILIZATION AREA TO BE DEWATERED F THERE IS FLOW IN THE (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 6 INCHES LOAM AND SEED. Transportation PARKING SETBACK THE STREAM AT THE TIME OF THE WORK; STREAM AT THE TIME OF THE WORK Land Development P 104 DD -+- BASELINE 2s.5 eC. 2e.e5 K. BOTTOM OF CURB ELEVATION b. TEMPORARY SANDBAG AND/OR STONE CHECK DAM/DIKE To BE PLACED ON UPSTREAM b. TEMPORARY SANDBAG AND/OR STONE CHECK DAM/DINE 10 BE PLACED ON UPSTREAM STANDARDS. WORN 4. WORK WITHIN THERIG LOCAL RI AY SHALL SHALL OTHECONFORM TO LOCAL N OF THE WITHIN STALE RIGHTS -OF -WAY SHAl1 CONFORM/ TO THE LATEST EDITION OF THE STALE HIGHWAY Environmental Services - - - CONSTRUCTION LAYOUT 132.n. 13znx SPOT ELEVATION END OF STREAM SEGMENT TO BE DEWATERED; END OF STREAM SEGMENT To BE DEWATERED. DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ZONING LINE 2e.s ew" x5 6�Ix TOP B BOTTOM OF WALL ELEVATION c BYPASS PUMP USED TO REMOVE WATER FROM SECTION OF CHANNEL TO BE WORKED IN; d. F FLOW IS HIGH AND EROSION A CONCERN, A TEMPORARY STONE CFELTR DAM WILL BE c. BYPASS PUMP USED TO REMOVE WATER FROM SECTION OF CHANNEL TO BE WORKED IN. 5. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS 7056 U.S. Route 7, P.O. Box 120 --- TOWN LINE BORING LOCA11ON INSTALLED IMMEDIATELY DOWNSTREAM OF BYPASS PUMP OUTLET TO FILTER SEDIMENT; d. F FLOW IS HIGH AND EROSION A CONCERN, A TEMPORARY S70K PECK DAM WILL BE INSTALLED IMMEDIATELY DOWNSTREAM OF BYPASS PUMP OUTLET TO FILTER SEDIMENT. AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. North Femsbu rgh, Vermont 05473 802.425.7788 • FAX 802.425.7799 TEST PIT LOCATION e. DISCHARGE HOSE OUTFALL SHALL BE STABILIZED WITH VELOCITY DISSIPATERS. a . DISCHARGE HOSE OUTFALL SHALL BE STABILIZED WITH VELOCITY DISSIPATERS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE -- LIMIT OF DISTURBANCE 0 Q Nw MONITORING WELL 3. CLEAR AND GRUB AS NECESSARY TO HAVE SUFFICIENT AREA TO WORK INFOR THE BANK 3. CLEAR AND GRUB AS NECESSARY TO HAVE SUFFICIENT AREA TO WORK IN FOR THE FLOOOPWN PERMITS. , TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC WETLAND LINE WITH FUG STABILIZATION GRADING; ESTABLISHMENT AND DITCH REALIGNMENT. CONTROL DEVICES. FLOODPIAIN -UD-- I" D -1q- 12•D- �ppq� 4. STRIP AND STOCKPILE THE TOP MATERIAL FROM THE GRADING LIMITS AND PUCE SILT FENCE 4. STRIP AND STOCKPILEL THE MATERIAL FROM GRADING LIMITS AND PUCE SILT FENCE 7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS �- -� DRAIN AROUND THE DOWNSI.OPE SIDE OF THE STDCKPLLFS FOR USE ON RE -GRADED BANKS; F T ESTOCKPILES AROUND THE DOWNSLOPE SIDE OF THE STOCKPILES FDIC USE ON RE -GRADED BANKS. SIDE F T R SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S BORDERING LANDSUBJECT TO FLOODING--. G•jy - 6 Rll+ ROOF DRAB) EXPENSE n2 WEILAND BUFFER ZONE -'Ls- -IKS- SEWER 5. EXCAVATE IN ACCORDANCE WITH THESE PLANS AND CROSS SEC71ONS TO ACHIEVE ROUGH GRADE (APPROXIMATELY 8' BELOW PROPOSED FINAL GRADE ) 5. EXCAVATE IN ACCORDANCE WITH THE GRADING PUN AND CROSS SECTIONS TO ACHIEVE ROUGH GRADE (APPROXIMATELY B' BELOW PROPOSED FINAL GRADE). ) B. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL GROUNDWATER, AND OTHER MEDIA ARE M ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL OLFACTORY, OR NO DISTURB ZONE -2- - - FORCE WAN Layout and Materials - 6. PLACE EIGHT INCHES OF TOPSOIL M ACHIEVE FINAL GRADES; SOIL SHOULD NOT BE COMPACTED OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK N THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL AND SHALL NOTIFY THEE OWNER IMMEDIATELY SO ®a•WA 200' RIVpSRONT AREA -oHW- -DHW- OVERHEAD WIRE WITH MACHINERY. THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. - 6•w- -a'W- 1. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTAMON DISTURBED WRING WATER CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. 7. APPLY APPROPRIATE SEED MCI AND COMPLETE INSTALLATION OF COCONUT FIBER MATTING ON 9. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE - - - - - - - - GRAVEL ROAD _A•Np- -OP--BANKS, TO COVER THE ENTIRE RE -GRADED AREA, AS INDICATED IN TYPICAL CROSS SECTIONS. RESPONSIBLE FOR CLEANUP. REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. - - - - - EDGE Di PAVEMENT '�W FIRE PROTECTION DOMESTIC WATER 2. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO B. AFTER APPLICATION OF SEED AND MATTING, INSTALL TREES, SHRUBS AND LAVE STALES AS 10. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR A7 No BB pIUMINWS BEM -TC- G DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED INDICATED ON PLANS. ADDITIONAL COST 70 OWNER. Be Be GAS FACILITIES. 11. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE B17UMINOUS CURB E _L ELECTRIC 9. REMOVE EROSION CONTROL MEASURES FROM WORK AREA PRIOR TO RE-ESTABLISHMENT OF FLOW IMPACTS TO OFF SITE AREAS. AND SHALL BE RESPONSIVE TO REPAIR RESULTING DAMAGES, ANY, a cc 3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT IN STREAM. AT NO COST TO OWNER. CONCRETE CURB -sTv- -SM- STEAM NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS THE a CURB AND OUTLIER 7 -T- CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, 10. WHERE NECESSARY, REMOVE STONE CHECK DAMS AND SANDBAG DAMS AND RE-ESTABLISH FLOW 12. CONTRACTOR SHALL COORDINATE SCHEDULE WITH ADJACENT PROPERTY OWNERS PRIOR TO cc rrr• EXTRUDED CONCRETE CURB -FA- -FA- TELEPHONE FIRE ALARM SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. IN STREAM CHANNEL CONSTRUCTION. cc ucc E COndl[IDn6 lnfort11aL10n 13. WORK TO BE DONE DURING LOW -FLOOD PERIODS, TYPICALLY JUNE THROUGH SEPTEMBER. 4owunic CONCRETE CURB -CATV- -pry- CABLE TVxIS[ing 4. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND __ - -- Utilities cc Pre PRECAST CONC. CURBDATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROECT FEATURES IN ACCORDANCE WITH THE PAPER COPES OF THE PLANS AND SPECIFICATIONS THAT 1. BASE PLAN: THE PROPERTY LINES SHOWNRE WEDETERMINED BY PLANS OF RECORD. THE SET `or SLOPED GRAN. EDGING ® i CATCH BASIN ARE SUPPLED AS PART OF THE CONTRACT DOCUMENTS. TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FELD SURVEY PERFORMED ON 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE THE GROUND BY CIVIL ENGINEERING ASSOCIATES. REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED VGc VOC PERT. WIiAR. CUF2B ® DOUBLE CATCH BASIN Demolition THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT - - 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON VF-NAD83 GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTTER DATA CONCERNING THE UTILITIES, LIMIT OF CURB TYPE _ • GUTIER INLET 1. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL NOR DOES IT GUARANTEE AGAINST THE POSSBNTY THAT ADDITIONAL U71UTIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNINGSAWCUT DRAIN MANHOLE STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND TRENCH DRAIN ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT �i L r THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, BALDING PLUG OR CAP INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. ]'IEN BALDING ENTRANCE a • CLEANOFLARED T 2. WHERE AN EXISTING UTILITY IS FOUND TO WITH THE PROPOSED HONK, OR EXISTING rU LOADING DOCK j IN FLARED FIND SECTION TIONS DIFFER FROM THOSE SHOWN SUCH THT THEDLOCA7� ELEVATION, AND SIZE OF THEUTI UTILITY SHALE BE CCURATELYAI THE WORK CANNOT BE COMPLETED AS INTENDED, DETERMINED WITHOUT �/ HEADWALL s s '�': ° DELAY BY DCCONTRAIN ACCTOR'STING TF EOF ACOWLICTTION R BOLLARD . } b•c• . '..T REPRESENTATIVE FORTHERESOLUTION THE AND LURE TONODFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL © U DIIMPSTER PAD @ • SEWER MANHOLE z. r2.�. - -- PAYMENTS WHICH OTHERWISE MAY BE WARRANTED 70 RESOLVE THE CONFLICT. e SIGN a • _ -. a • _. - - -_ - -. _. - • o. .-+�'� 1 ,. "� "I 1 3 OR SHALL MAKE ARRANGEMENTS F CONTRACTOR ALLOR AND SHALL BE RESPONSIBLE FOR PALING FEES FOR s DOUBLE SIGN 'w" CURB STOP k BOX �'� zR'. - _ � POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE • • /-° - y � ALARM, AND ANY OTHER PRIVATE UTILITIES, WHEDER WORK IS PERFORMED BY CONTRACTOR OR BY WATER VALVE & BOX ; ' / Lr rn F � F • THE 111LITE5 COMPANY. STEEL GUARDRAIL - :sv - TAPING SEDEE, VN.VE 4 BOX .• 1 4 M .. j . V y, -�.} 1 L Erosion Control • WOOD GUARDRAIL •• Hro SAYESE CONNECTION a+ ' • , ' ► _ -- L. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE a att coMMENTs s/1O/zolt Trc FIRE HYDRANT �' } .` '� _ �' AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS 2 CITY COMMENTS 2/15/2017 TTC - - - - PATH A. WATER DER - n . a FLOODPLAIN RESTORATION SITE `' '- '� . _ > IDD47M N FEDERAL STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO MS PROJECT. 1 att COMMENTS 2 2011 TIC Y ® r �, }. -= - j -�= 2. CONTRACTOR STALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT t THE ONE POST INDICATOR VALVE - � 6 e "' � � � p.. (Y I NC THEREFROM Y BA D WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND W .. WIRE FENCE ® ® WATER Wpl 0 = r. � �. 1• i OF SEDIMENTS ANUPLANDAREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE o e�.sa °y °y o..e...e er ._--_ _. • A"' +� 3 rt t.+- 'y r STRUCTU TURES AND PROTECTED AREAS RES A IN A7R C T T -�� - FENCE O - GAS GATE , w a ., TA . - r• ' i ♦- "y 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL. CONSTRUCTION SUCH THAT SEDIMENTATION enU enee.ee br �••e br ° STOCKADE FENCE ° a GAS METER >+• n' .w .. h: /. -.. , -. v .) •y :� SINl NOT AFFECT REGULATORY PROTECTED AREAS. WHETHER SUCH SEDIMENTATION IS CAUSE BY s..w. " December E3, 2010 cx=KD o STONE WALL o �. , . - ; •- WATER, WIND. OR ERECT DEPOSE. ne RETAINING '•�+• _.. .. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE Butler Farms WAIL ) j� H, ��- .y�, EXPOSED EXPO FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED. OR OTHERWISE STABILIZED - -- -..•- STREAM /POND / WATER COURSE Y >.'. 71M6 - B BANK STABILIZATION TO PREVENT EROSION. Flood lain and -.. -. -..- DETENTION BASH ?, ,.. ,- • ., SI'°7�' , _ PERMANENT 5. UPONOOMPLTOR SHALL REMOVECONSTRUCTION CONTCOMPLETION DISPOSE ESTABLISHMENT OF CONTROL MANURES AND CLEAN SEDIMENT SION jT] Strea bank Stabilization ¢.tea L HAY BALES- -- -A. - ! AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS --x- -X- SILT FENCE .,.b. `'..,' 1 y-� 1°w � " ■ � T • 6. CONTRACTOR MAY SUBSTITUTE COCONUT FIBER ROLL OR TURBIDITY OURTANS FOR SILT FENCE South Burlington, Vermont -ram- Pw PROJECT DEMARKAtaN FENCE - I • a 4____ -4_ MINOR CONTOUR r • � x --p-- -2d- MAJOR CONTOUR a ♦ _ .... - - ,r__,_ - _ .:.J _ ,._ ,. �;• -` Permitting •o" ELECTRIC MANHOLE EM ELECTRIC METER * LIGHT POLE MW • TELEPHONE MANHOLE O TRANSFORMER PAD UTILITY POLE GUY POLE GUY WIRE k ANCHOR IN HAND HOLE PB 0 PULL BOX MatCh- ne _- MATCHU RE LOCUS MAP N.T.S. Not Approved for Construction ma. ,V rn. Legend and General Notes C-01 seeei °r 1 5 Project Number 57034.01 57034.01-1-C.OWC V:\1951\ACnYE\105110725\CONS7RUCnON\RECO� DRANINOS\S EET F ES\DETEN7pN\57o34.o1_CI • \\\\JMOSS GLENN LANE NOTE: — — — CONTRACTOR TO BYPASS UPLAND FLOW B MEANS SEE DET jL OF A DEWATERING HAYBALE BASIN, — — `— --' EXISTING TREES TO BE REMAIN WHERE POSSIBLE. Vanasse Hangen Brustiin, Inc. \ { PDF — — — — — — — _ _ _ Transponation PDF 7_1 / --Land Development Environmental Services 7056 U.S. Route 7, P.O. Box 120 IcoN7 11 TorXTNorth Ferrisburgh, Vcrmmu 05473 1 I 1 AC MuuTED SEDIMENT I FROM THE FULL LEND 802.423.7788 FAX 802.423.7799 \ \ I \ I \ \I 1 I I 1 l Rls , I I E)aSTNG CULVERTS\ \ I I J} I I I \ \ \ \ \ \\ \ \\ \\\\ \ r I \ OF THE DISTURBED IAREAS OUTsiO, I \ BE REPLACED 9T 10 D AND \ \ \ I \ APPROVED BY THE ENGINiv— I \\ OF RECORD (TYP)I I I II 1 I \\ I I \ \�� \ • ♦ I I\ I I I , / \ � I I \\ yR 1\ \\ \I \I ` • 1 \ \ ; \ � I\ i I � \I \ II I I IN CONTRACTOR, R'0 Ir / \ /MAINrvN tR SEWER r oNER SEVER 1 If i �`—��4 7� c-- = — 1;\ r — \= \•_- - -- /-- _ -ter _ _ — -- — ---- / / � — Yr�1 I I / /�j •� — .—.._ .-_ — — — — =-"_ SCALE IN FEET I II • 1 f !� / / \ \ Ai�/t�e S_.._-�_��%�-- _�------- �385— --' ---- — --- j ---- Q — — — — — — i--------_---_ — ---- __ /'— -- b - I _/� �'� ,_ r 1 .•'I r llll l�l f/��llC •�\ \'I I tlasnloBarlm \ I _ — — — — -- = _— ELM, �\ 1 ' `I S !' l• l�rr ,! rl /lIr \ I.I I CwAN0UT TO R _ �'�•)lfl l�r I�1 lq/'i ���1!`!�I ff1 ` I GRADING 5 TIC SLo ILIZA21P\— ISEfNG T�3 CITY COMMENTS 5/to/20tt TIC SOOQPWN PLANTINGS 2 CITY COMMENTS /1/2011 TIC (SEE PLAN7MG TAE) rl t CITY COMMENTS z zatt ITC ` \ I \ � • � • / � �". l l l l l /� r r l • 1 . ^\ \ � �7 I 1� .,r., oa. SILT (T19)�\ I 1 ,• • 1.+ IllOn s I 1 •• I � �1 ICI I ) 1 1` �� CT DEMARKATION FENCE I -1`-fD` POF ^" 1 MOSS GLENN LANEACCUMULATED �IQry�g{I{1p-�l CONTRACTOR TO CEMENT THE DE TRISE FROM THECFULL LENGTH PLAN I"-21" Mhairal Name Cemmn Name Recommended PlanOng D-siy LStema/Acre)' Pl.ntin8 Area/ species 6gftl Pung Are./ SP.B`1A_'t Ws tit " y Sur Floodplain Basin Area: 9,521 Square Feel Ere.. AR Arerr.bm. Rd Me 1. 1600 1987 OA36 22 18-24- AS Acow-ch.r.r..r Slyer M. a 600 1,587 0.036 22 18-24' QR Quar.s Mo or Sb.—F N'hite0.k 600 ij87 0.036 22 18-24' T—S.bNdrl: 66 Sbreb. IV ➢ex mfxdl.0 winterberr "oily BOO IN7 OD36 29 18-24' Sc S.mb.r.sremhxsu Common Elderberry 800 1587 OD36 29 18-2{' VT Vd.m..Wn bm. Mghbush Cranberry B00 1,587 0036 1 29 118.24' Shmb S.boul: 87 Woody Pt..Nngs for F7oodpt.i. B.si. Ate. T.f.b 133 Sideslnpe Areas: 9,607 Square Feet Shrubs N Pr. orrfidleu Winter 600 3202 OD7{ 44 18-I{' SC s—,.... ran Am.4 Comm_Oderber 600 3,202 OD74 {4 t8-24' VT Vdumw W4.nr bosh Cranbar 600 3,202 OD74 I I— Shrub SOM.1: 132 Five Sub. PD Po sus drltoihs Easter Cou—od 3,500 4.904 0.110 386 IB' 1P S.lu purpme. B.AA W01— 3,500 4.804 0.110 386 Ir We StAU SuFrur.l: Woody PWntiegsjor, Sideslopcs Tot.k 904 TV'ondy Plantings S.M.IA: 1,057 Seed Mu Nen dErosbn C_trol/ Restmatlm Mi, for Moist Stec 35 Ibs/roe I-._=n U_9n It ..*. by AYR °rv'" b' A 7R qiGi1 b, TTC m derAed by r-- by sod. °eti December 13, 2010 Re w W. Butler Farms Floodplain and Streambank Stabilization South Burlington, Vermont I d tar Permitting Not Approved for Construction Floodplain Restoration Site Plan C 02 sn.. s s7034 01 F:\57034.01 SOUTH BURLINGTON EPA GRANT CAO PLANSET EV SLOPESTABILIZAT10N 57034.01—C1 400 r 8' STABEUED CONSTRUCTION EXIT sao I � _ ` I � S4I iII10E 380 4 4 DATUM ELEV M.00 0 - ZU 0+00 D+20 SECTION - STABILIZATION #1 11: 1 V:1" 5 PLANTING SCHEDULE #1 Bank StabBizallon Area r l: 960 S care Feel Botanical Name Common Name Recommended Planing uensily ISlems/ Acre) Planting Area/ Species Isq RI Planting Area/ Species (Acres) Quantity Size Ba nk Stabiliratioa Area al: 960 sq... Feel Shrubs IV flex uerlkNlata Winterlo—y H.Ily 600 240 0.006 3 18-24" SC Sami,ueus rnnndemis Common Elderberry 600 240 01006 3 18-24" SU Salix dismfar Puss Willow 600 240 0.006 3 18.24" VT I/ bumumtnlobom Hi bush Crantomy 6i10 240 0D06 3 1 18-24" Shrub Sub Total: 12 Live Stakes PE) P.P.I. deltoilea Faster Cottonwood 1 3,500 1 480 1 ODII 1 39 18" SP Salor u Basket Willow 1 3,500 1 480 1 0.011 1 39 18" Lice Stake Total: 78 Woody Plantinlisfor Bank Stabilization Area l Totab 90 Seed Mlx New England Eroa)on Control/ Restoraf ion Mix for Moist SUM IbaJ acre1620" 0.037 3 lb,, -- Seed mix b for a tl three stream bank restoration areas. / DF PUf I CONTRACTOR TO REMOVE THE l0 tT.. e9-%Y,'• �_�ai'�" ACCUMULATED SEDIMENT FULL AND DEBRIS FROM THE FULL \ _� LENGTH OF THE EXISTING CULVERTS r I 1 I DISTURBE AREn OUTSIDE OF THE 1 LIMIT OF K T BE REPLACED IN i 1 KIN AND PROVED BY; EN NEERI RECORD (74P) / / 1 ;<I \ SILT FE CE I I I 1 O r, ll —o+o I I —0410 11 prig O+oo 0+20 r II 11 I 1 I • `,fir � 1 \ I I I I +1 SEE PLANING SCHEDULE co - / I DI j I I`J�, ��y� PROJECT DEMARCATION FENCE I I V X° (TYP) � I I I I I ' •� + , o, � I DI I I I I I I y� m� 1 II I II I+�` . x I O, I/ I i II 1 1 0 2 +7 I APPRQIOMATE ) _ • / I `I 1 I` +1 \ \ 1 T DT I i�OF WORK (TV Vanasse Hangen Brustlin, Inc. Tansponation Land Development Environmental Services 7056 U.S. Route 7, P.O. Box 120 North Fem.sburgh, Vermont 05473 802.425.7788 • FAX 802.425.7799 3 CITY COMMENTS 15/10/20111 TTC 2 CITY COMMENTS 2/15/2011 TTC I CITY COMMENTS 2/7/2011 1 TTC coo a«s.a er aPrvva sy December 13, 2010 w°pet nne Butler Farms Floodplain and Streambank Stabilization South Burlington, Vermont I,— 1w Permitting Not Approved for Construction o. g nVs Tributary Seven Riparian Bank Stabilization Site #1 Site Plan 01 an.n. 3� 5 Propct Num°m 57034.01 F•\5703401 SOUTH BURLINGTON EPA GRANT\CAD\PLANSET\EV\SLOPESTABILIZATION\5703401—CI 400 • 390 380 8' STAR= CON57RUC1p11 EIOT k'70S1MG Qt01MD �qoP li a R i LIVE STAKES (TYP) i FINISHED GRADE PLACED STONE SLOPE APPO%IMATE ON" SEE DET (TYP) SILT FENCE —0+40 400 O 380 13 w PLANTING SCHEDULE #2 —0+20 D+00 0+20 SECTION - STABILIZATION #2 H: 1 "-S' V: 1 "-5, -o+zo 0+00 o+zo SECTION - STABILIZATION #3 H: 1 "-5' V: 1"-5' PLANTING SCHEDULE #3 Bank Stabilization Are 92: 260 Square Feet Botanical Name Common Name Recommended Planting Density (Stems/ Acrcl Planting Area/ Species (sq it) Planting Area/ Species (Acres) Quantity Size Shrubs IV Ilex arMlrillahr W interberry lbll 600 65 0-001 1 18-24" SC Smrrhucu<mnnderuc Cam mon F.Ide,b eery 600 65 0.001 1 18-24" SD Salix discolor P.,sy W ill— 1 600 1 65 1 0.001 1 1 18-24" VT Vibumuru trdobura Hi hbush Cranberry 600 1 65 10.001 1 18-24" Shod, Sub Total: 4 Live Stakes PD Po ulusdeitoulrs Faster Cottonwcwd 1 3,500 1 130 1 0.003 1 10 1r SP Salk purpurea Basket Willow 1 3,500 1 130 1 0.003 1 10 18" live Stake Total: 20 Woody Plantings for Bank Stabilization Area 2 Subtotal: 24 tr I EXISTING CEDAR TREES TO \ \\ \ \\\ `\'�, I i ill + I / -� Vanasse Hangen Brustlin, Inc. REMAIN AND BE PROTECTED \ \ \ , I I I ) q I ) 11/� DURING CONSTRUCTION ACTIVITY \ \ I I I� I DF -' Transporfa[wn Land Development BW 3815 I I 1 v I // Environmental Services 0 I & EXISTING TREE TO REMAIN 7056 U.S. Route 7, P.O. Box 120 (TYP) North Ferri 'burgh, Vermont 05473 802.425.7788 - FAX 802.425.7799 �90 GRAVITY 4ABION WALL (SEE D" I a� SEE PLANTING SCHEDULE /2 SECTION —STABILIZATION N2 J I I / / APPROXIMATE PROPERTY LINE` Bank St bilization Are x3: 400 Square Feet Botanical Name Common Name Recommended De Planting nsity (Stems Acre)' Planting Areal Species (sq t0 Planting Area/ Species (Acres) Quantity Size Shrubs IV ues ucrfn'dlnM 1V'inic,berr,• Holy Eno 100 0.002 2 18-24" SC Snrr4arrus ear..... r 4, Common Elderberr 600 100 0.00, 8-24" SD Safrx discolor Puss Will 600 100 0.002##�li 8-24" VT Vihumubimlobum Hi hbush Cranberry 600 too 0.002-24" Shnrb Sub Taal: 8 Live Stakes PD Populus h•Ibuks Faster Cott—ood 1 3,500 1 200 1 0.005 1 16 18' SI' Sal. purpuna Basket Willow 1 3,500 1 200 1 0.005 1 16 1 18"' Live Stake Total: 32 Woody Pjamtmgsfmflssk Stabilization Arra 3 Total 40 I PLAN I W--10 s DISTURBED AREAS OUTSIDE OF THE LIMIT OF WORK TO BE REPLACED IN KIND AND APPROVED BY THE ENGINEER OF RECORD (TYP) tONITRACTOR TO REMOVE I UNSUITABLE MATERIAL FROM STREAM BOTTOM 1 EXISTING FENCE TO REMAIN REMOVE AND REPLACE IN KIND IF NEEDED FOR ACCESS 111 PROJECT DEMARCATION FENCE /- (TYP) 0+30 SECTION -STABILIZATION /3 \ 3 CITY COMMENTS 5/10/2011 TTC 2 CITY COMMENTS 2/15/2011 TTC 1 CITY COMMENTS 2 /2011 TTC D ,;s by A " br ATR o,e — by TTC CAD --d by red by Sea. <` December 13, 2010 arelect role Butler Farms Floodplain and Streambank Stabilization South Burlington, Vermont .coed re, Permitting Not Approved for Construction Tributary Seven Riparian Bank Stabilization Sites #2 and #3 Site Plan Draw a Number C-04 sneer of 4 5 Pr"jec! Number 57034.01 F:\57034.01 SOUTH BURLINGTON EPA GRANT\CAD\PLANSET\EV\SLOPESTABILIZATION\57034.01-CI 3 D 6 a • A. • �r J,nnc urt nrrrtVveU CWML n . BURY THE TOP END OF THE JUTE STRIPS IN •a % M 1 A TRENCH 6 INCHES OR MORE IN DEPTH. SECURE WITH ROW OF STAPLES IN VERTICAL �,w .4. a a TRENCH WALL, 6 INCH SPACING, 4 INCHES V• �" S:.oe Z a•; a o '. S\N SILT FENCE DOWN FROM TOP OF TRENCH B. TAMP THE TRENCH FULL OF y Ya r. __ O ..� qc,,. •a,Q °.• SOIL SECURE WITH ROW OF 'X''"fi STAES DOWN FROM THE PLIES, 6 INCH SPACING, L ;er'zi- iin1T•'-���J °v rt .. Plan View Vanasse Hangen Brustlin, Inc. TRENCH. ++y." -_ " wtr,." ^ + VIM + ,:::._-'_ AREA + Transportation I 1 Lend Development _,,,SITE VARIES �E%ISTING FLOW ^ II Environmental Services PA V C. OVERLAP - BURY UPPER END OF LOWER y + STRIP AS IN 'A' AND 'B'. OVERLAP END OF TOP STRIP 4 INCHES AND STAPLE. Y l++y II +1 \\L �o D. EROSION STOP -FOLD tE JUTE BURIED IN SLIT TRENCH AND TAMPED; DOUBLE ROW OF STAPLES. 4 INCH OVERLAP OF JUTE STRIP WHERE TWO OR MORE STRIP WIDTHS ARE REQUIRED. STAPLES ON 181NCH CENTERS. STAPLE OUTSIDE EDGE 6' \\\\\\\ _ 2 FEET ON CENTER. OVERLAP iL WIDTH VARIES N0. 11 GAUGE WIR INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS Erosion Control Blanket Swale Installation 6/08 N.T.S. S-6: VHS LU_6tl1 FIELD VARIABLE Fi Fr "ARK I'tSVL a1 1" Ave, Nt�'''�^ +°e 9M 9''M'J[ 91�cg•si:lltII.".t�YL?.�I.�:Y!'+9 "' " RS9 * e' 9 ROM 4 iL'wd "„•'fi';i 1 WOODEN STAKES, STAKED HAY BALE 2 PER BALE DISCHARGE HOSE Plan View FILTER FABRIC (MIRAFI 140N OR APPROVED EQUAL) SECURE HOSE -H DISCHARGE HOSE +-` DISCHARGE Cross -Section Notes: 1. NUMBER OF BALES MAY VARY DEPENDING ON SITE CONDITIONS. 2. THE BASIN TO BE SIZED TO PREVENT DISCHARGE WATER FROM OVERTOPPING BASIN. 8 (MIN.} VEMENT FILTER TONEMOUNTABLE BERM FABRIC - Cross-section Notes: I. STONE SIZE: USE 1 TO 4 INCH DIAMETER STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH: VARIES 3. THICKNESS: NOT LESS THAN 8 INCHES. 4. WIDTH: EXIT WIDTH SHALL BE A EIGHT (8) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. GEOTEXTILE: MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. 6. SURFACE WATER: ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION EXITS SHALL BE PIPED BENEATH THE EXIT. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE: THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED ACCORDING TO PERMIT REQUIREMENTS. 10. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL FINISH MATERIALS BEING INSTALLED. Stabilized Construction Exit 2/09 N.T.S. Scarce: NIB LD-582-VT CRUSHED STONE HORIZONTAL SETBACK 3" TO 18" SEED h 12'MIN-V TOPSOIL \ \1_TQP_ 12' �ITMTWISTED TERRA AQUA DOUBLE MESH GASIONS FACE SILT FENCE VERTICAL LIFT ' e•iR•i-o- !V•e----- 2 MIN ® iooioHe000�p000iooi SPECIFIED FILTER ._.- FABRIC Notes: 1. USE WHERE NOTED ON PLANS OR AS APPROVED BY ENGINEER. 2. GABIONS TO BE MANUFACTURED BY M-CAFERRI, INC (-Maccaferri-northamerica.com) OR APPROVED EQUAL. AND TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE CHAIN LINK FENCE WHERE WALL HEIGHT EXCEEDS 4 FEET. 4. CONTRACTOR SHALL PROVIDE WALL DESIGN DRAWINGS STAMPED BY A VT PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL Dewatering Haybale Basin 6/08 Gravity Gabion Wall (Fill Section) N.T.S. Scan: VHe L0_ce1 N.T.S. Note: SLOPE TO BE FOUNDED ON UNDISTURBED MATERIAL OR GRAVEL AND COMPACTED CONSISTENT WITH ENGINEERS RECOMMENDATIONS. Placed Stone Slope 4/09 N. I.S. Source: VHB LD_760 f �. _/STAPLE 12=r-gjjjss:{{{li'i'--{'11''ffF- CENTER LOAM k SEED \ ` nn 1" MIN. MIN. I I I TYPICAL STAPLES I I I I I NO. 11 GAUGE WIRE Notes: 1. APPLY TO SLOPES GREATER THAN 3H:1V OR WHERE NECESSARY TO AID IN ESTABLISHING VEGETATION. 2. APPLY TOP SOIL FERTILIZER, LIME AND SEED PRIOR TO PLACING MATTING. 3. STAPLES ARE TO BE PLACED ALTERNATELY, IN COLUMNS APPROXIMATELY 2' APART AND IN ROWS APPROXIMATELY 3' APART. APPROXIMATELY 175 STAPLES ARE REQUIRED PER 4•x225' ROLL OF MATERIAL AND 125 STAPLES ARE REQUIRED PER 4'x150' ROLL OF MATERIAL 4. DISTURBED AREAS SHALL BE SMOOTHLY GRADED. EROSION PREVENTION AND SEDIMENT CONTROL MATERIAL SHALL BE PLACED LOOSELY OVER GROUND SURFACE, DO NOT STRETCH AND ENSURE CLOSE CONTACT WITH THE GROUND SURFACE.. 5. ALL TERMINAL ENDS AND TRANSVERSE LAPS SHALL BE STAPLED AT APPROXIMATELY 12' INTERVALS. 6. BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6" TO 12 DEEP TRENCH BACKFlLL AND COMPACT TRENCH AFTER STAPLING. 7. ROLL THE BLANKET DOWN IN THE DIRECTION OF THE WATER FLOW. B. THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4' OVERLAP WHERE 2 OR MORE STRIP WIDTHS ARE REQUIRED. 9. WHEN BLANKETS MUST BE SPLICED, PLACE UPPER BLANKET END OVER LOWER END WITH 12" (MIN.) OVERLAP AND STAPLE BOTH TOGETHER. 10. METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. I PROTECTED COMPACTED SOILTOP III luII AREA V OF II UNDISTURBED GROUND GROUND 111 III STAPLE B EM I.-. I = PLACE 4" FABRICABRIC 4 Y A ALONG TRENCH AWAY I II STAPLE FROM PROTECTED AREA I II 'r° BACKFlLL AND COMPACT �._ _ \Wood Stake Joint Detail Notes: 1. WOVEN WIRE FENCE REINFORCEMENT IS ONLY REQUIRED WITHIN 100 FT UPSLOPE OF RECEIVING WATERS. 2. WHERE REQUIRED FENCE SHALL BE WOVEN MARE, MIN. 14 GAUGE WITH A 6" MESH OPENING SHALL BE USED. 3. FILTER CLOTH SHALL BE EITHER FILTER X. MFTAFI IOOX. STABLINKA T140N OR APPROVED EQUIVALENT. 4. POST SPACING FOR WIRE BACKED FENCE SHALL BE 10 FT. MAX. FOR FILTER CLOTH FENCE WHEN ELONGATION IS >50X POST SPACING SHALL NOT EXCEED 4 FT. FOR FILTER CLOTH FENCE WHEN ELONGATION IS G50X POST SPACING SHALL NOT EXCEED 6 FT. 5. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER -LAPPED BY 6 INCHES AND FOLDED. 6. PREFABRICATED UNITS SHALL BE GEOFAB. ENVIROFENCE OR APPROVED EQUIVALENT. 7. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SEDIMENT REACHES HALF OF FABRIC HEIGHT. Silt Fence Barrier 2/09 N.T.S. Sour°e: VHe Notes: 1. LENGTH OF STAKE DEPENDS UPON APPLICATION 2. LIVE STAKES SHALL BE CUT TO A POINT ON THE BASAL END FOR INSERTION IN THE GROUND. 3. A DRIBBLE• IRON BAR, OR SIMILAR TOOL SHALL BE USED TO MAKE A PILOT HOLD PRIOR TO INSERTING STAKE IN GROUND. 4. A MINIMUM OF 2" TO 4" AS WELL AS 2 LIVE BUDS SHALL BE EXPOSED ABOVE THE GROUND. 5. TAMP SOIL AROUND STAKE. 6. CARE SHALL BE TAKEN TO MINIMIZE DAMAGE TO STAKE. ANY DAMAGE SHALL BE TRIMMED BACK TO AN UNDAMAGED CONDITION. LD-550-VT 7056 U.S. Route 7, P.O. Box 120 North Ferrisburgh Vermont 05473 802.425.7788 • FAX 802.425.7799 3 CITY COMMENTS 5/10/20111 TTC 2 CITY COMMENTS 2/15/2011 Trc 1 CITY COMMENTS 2 2011 I UC a . ue.q..e b, A 1R °'"•,• b" A 7R ae�.ed br TTC c. tl,ecYed by nppew0 br sea. D.1e December 13, 2010 n Wt Tme Butler Farms RE CUT Floodplain and Streambank Stabilization EE NOTE 4 South Burlington, Vermont I..u.d 1. Permitting Not Approved for Constntction Dra-1, nu. Details Erosion Control Blanket Slope Installation , Live Stake 12110 N.T.S. Source: VHB LD_680-VT N.T.S. Source: VTRANS LD_UVESTAKE IMa-�ng Numb.. C-05 5b 1 5� 5 Roloct Number 57034.01 CITY OF SOUTH BURLINGTON, VERMONT BUTLER FARMS STORMWATER POND MAY 2011 Project Number: 195111876 INDEX OF SHEETS SHEET NO. TITLE COVER SHEET G-001 OVERALL SITE PLAN AND LEGENDS C-101 EXISTING CONDITIONS PLAN C-102 EROSION PREVENTION AND SEDIMENT CONTROL PLAN C-103 OVERALL SITE PLAN C-104 SITE PLAN C-105 SECTIONS C-106 STORM DRAIN PLAN AND PROFILE C-107 MISCELLANEOUS DETAILS 1 C-108 MISCELLANEOUS DETAILS 2 C-109 EROSION CONTROL DETAILS L-101 LANDSCAPING PLAN CITY OF SOUTH BURLINGTON LOCATION MAP VICINITY MAP 7' = 2OW PUBLIC WORKS DIRECTOR JUSTIN RABIDOUX, P.E. STORMWATER SUPERINTENDENT THOMAS DIPIETRO, JR. ISSUED FOR PERMITTING MAY 17, 2011 Set No. _ . f- arlwipSDrive Irlc 55 Green 55 Green Mountain Drive - South Burlington VI U.S.A. „� 05403 Tel. 802864.0223 Fox. 802:864.0165 - -- .X tantxeam (��,� JlarItM r QOQ w-RJrLIWd 1 zne cono-«mr nlwn .«Xy one antild zexpore f« ON e:xr�ov. 00 1 NOT .oak ErOn.ng -any error «omissions xM1al be reportee lO I s .Xh.roof aeky. Cl Mwtmin 91use ,Olsgs arc pope Hy of I I II I I S t.. R Or for o r m Pie Omer fron trot nwwrizea ey stonlec a mreim- CaImY�JIb 11 II 1� Nft OVERALL SITE PLAN SCALE: 1' = 40' -. PROPOSED LEGEND EXISTING LEGEND — — PROPOSED BOUND 10 PROPOSED BENCHMARK ® PROPOSED CATCH BASIN (SQUARE) ® PROPOSED CATCH . BASIN (ROUND) 100- 98 X 95.5 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATION PROPOSED RAILROAD TRACKS o EXISTING BOUND - 0 EXISTING BENCHMARK - - A EXISTING SURVEY POINT - M EXISTING CATCH BASIN (SQUARE) -Too- - - - Se - -- - - �- EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING DITCH/SWALE EXISTING RAILROAD TRACKS �� By Appe )TW _ - © PROPOSED COMMUNICATION MANHOLE ID EXISTING CATCH BASIN (ROUND) - - - EXISTING EDGE OF WATER PROPOSED CURB INLET - - - PROPOSED DITCH/SWALE © EXISTING COMMUNICATION MANHOLE EXISTING WETLAND BOUNDARY - 0 PROPOSED DRAIN MANHOLE (DMH) PROPOSED EDGE OF RIVER Wil EXISTING CURB INLET - - - - EXISTING EASEMENT 0 PROPOSED DRILL HOLE - - - PROPOSED EDGE OF POND Op EXISTING DRAIN MANHOLE (DMH) '-- - - ------ EXISTING PROPERTY LINE (D PROPOSED ELECTRICAL MANHOLE PROPOSED EDGE OF WETLAND © EXISTING ELECTRICAL MANHOLE ................... -. .............. EXISTING RIGHT-OF-WAY -0 PROPOSED GUY POLE -+y-H--N-po-+0 PROPOSED DEMOLITION WORK -0 EXISTING GUY POLE X 95.5 EXISTING SPOT ELEVATION m ,me m I l.a.N 4 PROPOSED SURVEY POINT - - - - - PROPOSED EASEMENT EXISTING HYDRANT 0 EXISTING FUEL GAS o.n. aae. D,p. W.Wbl) O PROPOSED IRON PIN - • - • - • - PROPOSED LIMITS OF CONSTRUCTION 0 EXISTING IRON PIN - GAS - EXISTING NATURAL GAS P 0 PROPOSED NATURAL GAS MANHOLE - - - - - PROPOSED RIGHT OF WAY © EXISTING NATURAL GAS MANHOLE - OHE - EXISTING OVERHEAD POWER PROPOSED HYDRANT - - PROPOSED PROPERTY LINE Ox EXISTING SEWER MANHOLE (SMH) - UCE - EXISTING UNDERGROUND POWER © PROPOSED SANITARY SEWER MANHOLE (SMH) O PROPOSED FUEL GAS - EXISTING SINGLE POLE SIGN s EXISTING SANITARY SEWER ->- PROPOSED SINGLE POLE SIGN -OAS- PROPOSED NATURAL GAS - EXISTING DOUBLE POLE SIGN TM EXISTING SANITARY SEWER (FORCE MAIN) PROPOSED DOUBLE POLE SIGN ONE PROPOSED OVERHEAD POWER 4 EXISTING FLOOD LIGHT SO EXISTING STORM DRAIN O PROPOSED TELEPHONE MANHOLE UOE PROPOSED UNDERGROUND POWER 4 EXISTING LIGHT POST P5 EXISTING PRESSURE STEAM Tp1 PROPOSED TEST PIT B7 CATV - T PROPOSED CABLE TV PROPOSED OVERHEAD TELEPHONE IS EXISTING MAILBOX a EXISTING DRAINAGE FLOW w CCTV- EXISTING WATER MAIN EXISTING CABLE TV ClienUProjeU 0 PROPOSED BORING v, PROPOSED UTILITY POLE UQT 8 PROPOSED UNDERGROUND TELEPHONE PROPOSED SANITARY SEWER TPi 0 EXISTING TEST PIT - T UOT- EXISTING OVERHEAD TELEPHONE EXISTING UNDERGROUND TELEPHONE CITY OF SOUM BURUNGTON tY PROPOSED WATER SHUTOFF FIM PROPOSED SANITARY SEWER (FORCE MAIN) 0 EXISTING BORING EXISTING GUARD RAIL DG PROPOSED GATE VALVE W PROPOSED WATER MAIN PI EXISTING STUMP - X- X- X- EXISTING FENCE BUTLER FARMS STORMWATER POND ® PROPOSED WELL PS PROPOSED PRESSURE STEAM EXISTING CONIFEROUS TREE - o - o - o - EXISTING CHAINLINK FENCE PROPOSED FLOOD LIGHT 8D PROPOSED STORM DRAIN EXISTING DECIDUOUS TREE - u - o - a - EXISTING WOODEN FENCE South Mrkg N Vw mY O PROPOSED LIGHT POST IID PROPOSED FOOTING UNDERORAIN Az EXISTING WETLAND I EXISTING RETAINING WALL _ PROPOSED DRAINAGE FLOW RD PROPOSED ROOF DRAIN OT EXISTING TELEPHONE MANHOLE - ® EXISTING HAYBALES Td)n PROPOSED CONIFEROUS TREE FP PROPOSED FIRE PROTECTION EXISTING UTILITY POLE EXISTING STONE WALL GENERAL NOTES & LEGEND �. PROPOSED DECIDUOUS TREE f1 PROPOSED GUARD RAIL EXISTING WATER SHUTOFF iWWYI EXISTING TREE/SHRUB LINE -X-X-X- -.-a-.- PROPOSED FENCE (BARBED WIRE) PROPOSED FENCE (CHAIN LINK) PROPOSED FENCE (WOODEN) DO EXISTING GATE VALVE ® EXISTING WELL ISSUED FOR Plql No, stele f PROPOSED RETAINING WALL PERMITTING 1 AS NOTED - mc00000 PROPOSED STONE WALL PROPOSED SILT FENCE MAY 17, 2011 Draworg No. Shed G-001 2 of 12 ReyS1m 0 HOUSE I 1 1 II 1 I / IMCCFI ^ GRATE<b- 2A6� \ \ 1 \ \ ) i \ 1 \ / \ Y I \ 0 w, 80' .. _._........... . — — HOUSE21 (\ \ l 1 HOUSE \ i l l I I 1 I I S \ _ It ,R02i4\ '' --- — _/ / / 1 __— _ 1E<95.64 GTCN-9A91f/ �I_N(— 142.7 �.....—........_ 4o oUr 1zy3aNrt 2-J9 i.z4✓4 _ w IS GTQ BA4H5�S�—s \ : 1 S�5 s / GRATEE402.04 —'GRATE-395.24 I Lu 1I/ HOUSE ,. CRATE-395.53 )... )c _ __ ..__. _ — ....' _ .. __ ,✓ (�-387.66 ItfY 0(CW.%R.�R.... INV OUT (i3').39T:93 J 1 — -- — w w w -w---� w RIM.396.31 ^._...KARCY STREET rvW� _ 1 S_ S S S I 8 Sso l \ USE •� j�/—x>JI (s)-3se7. 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' I I I .l\, ! / / // r-l�s.-�.- / • DISTURBANCE (TYP.) / \ \• Ii I C I .i .y\r PERMANENT DIVERRSION-- SWALE (�` ���T91 394- J9 1 (- ♦93 .3 394_393 r =a == 392:391 J9J'= •�390 I I ♦ � ` � REA. - DO T� \ \ ` `y—�-•esR_ J93-- ° -�- ° �- ° —� S—T..o.-�— ° �• °�--� e _ o � ,(� 369. \ / � � \ I sss,_ \ \ / / \ / 1 1 1 \ ♦ \ \\ \ \ \ - \ \ \ `I\ INSTALL SILT FENCE (TYP.). , \\ \\ \ \-•T97A \ \ REFER TO DETAIL ON 1 • _/ II 1 ` I \ �\ 1 \ �J9g` ` \\ \ \\ \\ \ SHEEP c-109 111 t \\ \♦ \I (\ ` _..�• \`JSD\ `` \\` \ \ \\ \` -\ • 1\-� I / �/ 1 l I I t \ \ l �-• `\ \ \\ \ \ \ LIMITS OF I \ \ \ / I IlkI \ \\ \\ \ a +or---��� - \ \\ \�\ \\ \\ DISTURBANCE (TYP.) I l\ IIt L \\\- \\- __/ \ RLRR \ I III \ \ J 1 �9� l/ 1 ,........ - - _"ems` J J• .......... 1FM \\ \\ \I \\I . \\\ IJ \\ -\I `. \\ \�\ \ i �\ 1\ -I \ i c �..\ -�\\ -_ '• �__ - RRd-,A2ZJI`N MM7CH &/ 6778 J ROUfE116/HINESBURGRD. RM-366.43 �\ \\ �\ \ \\ \\ ♦ `\ \- Yr_ 1 1 \-- ( "\ _ �-"" 1(--_♦ �3 l \\ < - - - - _ I II 1 I\ i \ \ f ,/ 1 /�'/--../'_, J \ Y / l 1 r \ �\ l I � /! (� EROSION PREVENTION AND SEDIMENT CONTROL PLAN SCALE: 1'-40' EROSION CONTROL NARRATIVE EPSC GENERAL NOTES ON TR 1rTION P SIN THIS PROJECT INVOLVES THE CONSTRUCTION OF A STORMWATER TREATMENT 1.THE CONTRACTOR IS RESPONSIBLE FOR WATER CONTROL DURING ALL PHASES POND TO PROVIDE TREATMENT AT AN EXISTING UNTREATED OUTFACE. THE OF CONSTRUCTION. NO WORK SHALL BE PERMITTED IN FLOWING WATER. 1. MARK LIMITS OF DISTURBANCE WITH CONSTRUCTION FENCE AND INSTALL POND WILL O LOCATED M T EMPTY LOT EXISTING T ROUTE 116 WHERE STREAMS SHALL BE TEMPORARILY DAMMED BY USE OF SAND BAGS OR OTHER TEMPORARY EPSC MEASURES AT POND SITE WHERE INDICATED. THE EXISTING OLOCATE DISCHARGES. A PORTION OF THIS LOT 5 SUITABLE MEANS. THE DIVERSION SHALL BE ACCOMPLISHED BY TEMPORARY 2. INSTALL VEHICLE TRACKING PAD AND CONSTRUCT GRAVEL ACCESS DRIVE. CLASSIFIED AS A WETLAND AND THE PROJECT CONSISTS OF COVINGTON CULVERTS OR BY PUMPING. ALL DIVERTED WATER SHALL BE DISCHARGED TO 3. CONSTRUCT TEMPORARY DIVERSION BERM OR SWALE AND PERMANENT DIVERSION SILTY CLAY SOILS WETLAND 9) AND THE CLAY SOILS K-0.49G STONE FILL OR OTHER SUITABLE ENERGY DISSIPATER SURROUNDED BY SILT SWALE. STABILIZE WITH RECP. ( FENCE. 4. CONSTRUCT STORMWATER TREATMENT POND. POND OUTLET SWILL BE BLOCKED STORMWATER FROM THE SITE DISCHARGES TO AN EXISTING CULVERT THAT UNTIL POND HAS BEEN STABILIZED CROSSES BUTLER DRIVE AND THEN INTO A DRAINAGE DITCH ADJACENT TO 2.THIS PLAN IS TO BE USED AS A GUIDELINE ONLY. ADDITIONAL SILT FENCE, 5. INSTALL PLANTINGS PER LANDSCAPING PLAN AND ESTABLISH PERMANENT ROUTE 116, CROSSES ROUTE 116 VIA AN EXISTING CULVERT AND STONE CHECK DAMS, OR OTHER MEASURES MAY BE DICTATED BY FIELD GROWTH. DISCHARGES INTO AN UNNAMED TRIBUTARY OF THE POTASH BROOK. CONDITIONS. 6. REMOVE TEMPORARY BERM OR SWALE AND PLACE STORMWATER TREATMENT THIS PROJECT WILL RAVE APPROXIMATELY 2.17 ACRES OF TOTAL 3.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND POND ON-LINE. DISTURBANCE FEDERAL REGULATIONS. 7. MARK LIMITS OF DISTURBANCE AND INSTALL TEMPORARY EPSC MEASURES FOR 4.SPECIFlCATION SECTIONS 02271 AND 02900 SHALL BE CONSIDERED PARE OF STORMWATER COLLECTION SYSTEM MODIFICATIONS. B. INSTALL STORMWATER THIS PROJECT'S WETLAND IMPACT IS COVERED UNDER AN ARMY CORPS OF THE PROJECT EROSION PREVENTION AND SEDIMENT CONTROL PLAN. COLLECTION SYSTEM MODIFICATIONS BEGINNING AT THE POND AND WORKING UPSTREAM. ENGINEERS GENERAL PERMIT. 5.EXCEPT WHERE INDICATED ON THE PLANS, ALL DISTURBED AREAS SHALL BE 9. DISTURBED AREAS ALONG COLLECTION SYSTEM MODIFICATIONS SHALL BE RESTORED TO THEIR EXISTING CONDITIONS (LAWN, FIELD, PAVEMENT, ETC.) RESTORED IN KIND OR AS INDICATED IN PLANS. WINTER CONSTRUCTION IS NOT ANTICIPATED AS PART OF THIS PROJECT, FOLLOWING CONSTRUCTION. 10. FOLLOWING ESTABLISHMENT OF PERMANENT GROWTH, REMOVE TEMPORARY EPSC HOWEVER; IF WINTER CONSTRUCTION DOES OCCUR, THE EROSION CONTROL MEASURES. PLAN WILL BE MODIFIED AS REQUIRED AND A NOTICE OF WINTER 6.ALL DISTURBED AREAS SHALL RECEIVE TEMPORARY OR FINAL STABIUZATION CONSTRUCTION WILL BE FILED WITH THE VERMONT AGENCY OF NATURAL WITHIN 7 DAYS OF INITIAL DISTURBANCE WITH THE FOLLOWING EXCEPTIONS: RESOURCES. a.STABILIZATION IS NOT REQUIRED IF WORK IS TO CONTINUE IN THE AREA WITHIN 24 HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS. ISSUED FOR b.STABILIZATION IS NOT REQUIRED OF THE WORK IS OCCURRING IN A SELF 0 40' 80' CONTAINED EXCAVATION (I.E. NO OUTLET) WITH A DEPTH OF 2 FEET OR P E R M I TTI N G 7. THE TOTAL PROJECT DISTURBED UNSTABIUZED AREA SHALL BE LIMITED TO 2 MAY 17, 2011 ACRES AT ANY ONE TIME. R11AIIle By AW. Ye.MM.DD Mad By AVPd. MMM.DD His Nome: 11976-102-apo q m d1M MSK 11.04.29 Drn. C W. Daryl. W.MM.DD P91111116081 Ck*pr*ct CITY OF SOUTH BURLINGTON BUTLER FARMS STORMWATER POND Sa1h B111f1pkN Vwffot Tile --_ -_- EROSION PREVENTION AND SEDIMENT CONTROL PLAN Project No. SC96 195111878 AS NOTED Drmft No. Sheet Revision C-102 4 o! 12 0 Z** SAWCUT EXISTING PAVbAW - REMOVE EXIST. CONC. CURB. _ 1 i 1 r REPLACE WITH FLUSH CURBING ( - 4 (rYP. BOTH SIDES OF APRON) MARCY STREET 'Y - _ CONCRETE CABL `MAC N: 705845.33 .• - _ PROVIDE -PAYED APRON E: 1468470.33 ......... ..._—PA-SHUT -107 _ _ .......... ........... _...... — _ _ — _ .................... _ _ MNNTAIN,_SIDEWALK `.v I _ i L_ ��•RAVE4ACrr%%_ ocEEg 1 .,,p. --- ` DETAIL ON SHEET^C 107 4 ' i�- ' -- «394-'— _ o• 394 �---�« .• _'_` �—° -- - E: 1468493.1�� 1 •r - E: 1468528.21 S. (qi?J �7p S CONSTRUCT 3' STONE LINED 391 ?p PILOT CHANNEL. REFER TO `T90 392 3 ;�' DETAIL ON DRAWING C-107 - 393 _- N: 705972.11 p 388 'Pi ' ` = --- r E: 1468513.59 I I I I __-_ p 387 'O>- 1f]-p-�1386 J B ` - J89 PT __ ``� - N:7060 35 x i Y 387\ J90ems. '* - _ E: 146816.74 Ir 3 *\ Y `� N: 705917.59 I 1, _ 389 ' 3 J " \I I� 39 WEIR TWILL, (" 86 87 _ E: 1468547.99_- \ U 1 REFER T- I\ 1 \� DETAIL ON", �` y • — �Z� � _ 0 h \ SHEET C-107 q. r ______ `��` E: •14685235.91 I '\ N: 705797.47 r •) _ 105'R (CENTER OF BERM) \ I i\t �\ E: 1468541.91 V e� • I CENTER POINT 4 it ^^ N: 705960.49 -_ — .� — �• ; l..' I I`` E: 1468576.23 I tr P"EATMENT FOREBAY ---------- WATER SURFACE 4 ELEV. 390.0 \_! �• 5"pob'i mo"i• IC PRIMARY POND oO 7060. WATER SURFACE 1468574.52 ELEV. 389.5 ^39 ^ !'� rtr 4' HIGH CEury�c SPLIT ' 15' AQUATIC BENCH X ``}` \ I RAIL SAFETY fjENCE l( 11 (389.5-388.0) (TYP.) SEED AIL _ I I------ \ >, \\ .. . W ��•�4• RCP. INV. 384 10• SAFETY \ % _ _ A ... -% .Tad__ __ a1 BENCH \\ /_ "<i%r 390.0-389.5) I t \ I \ > ONSTRUCT 3• STONE LINED \ \ ILOT CHANNEL, R TO \` •-..�i .., , \ i ETAIL ON DRAWING =107 1 ---- \` l\ I POND OUTLET STRUCTURE, REFER \ \ 1 \\ \ - `-``` TO DETAIL ON SHEET C-107 \\�39 E: 1465703.1 r_ _ —T� \ f 391 OUTLET SWALE r7TH 3' STONE LINED 1 r r I r \ e PILOT CHANNEL. AT BOTTOM. REFER 39J TO DETAIL ON SHEET C-107 LOCATE EXIST G �RNATE•'FORCE MA84. 1 ICJ ,rg AT CHANNEL CROSSING _AND INSTALL 2S LF OF RIGID INSU8A�0[J,�4 THICK". OVER 'FORCE J i _ ���•—•—•—• `\—•—•—• `` ._% CA'1 SIB LJ(TEND A MINIMUM OF 1 MAIN. INSULATI —«r- 3 _ Tom_ — -`c —� —� •�� — —fL• :—.— .—.—.—.:.. i 1 FOOT PAST THE EDGE OF'TRE FORCE QWN IN ` `p��� — —w— —`�� LIO.OVF.RFLOW \ BOTH DIRECTIONS4- `, ! N: 70598124 AT ELEV. 393.5 *. _ 1 PROVIDE 2' WIDE x O.5\DEEP SWALE `I` ` \ X. E: 1468676.58 N: 706029.55 \ \` \4, I LIMITS OF `DISTURBANCE (TYP.) \ \ `_ E: 1468649.98 1 INSTALL SILT FENCE.0YP.) CE14T (CENTER OF BERM) ____ �\ JB\ - \ 10ENTER POINT'. Jg \\ 'T REFER TO DETAIL ON, SHEET N: 705950.04 - t 1- 1468565.06 _ 1 I _ \ _ _ % ' \ \ 24' RCP Al ----- - ------ - ' " -- --- - -'- - ' --- --- i — SITE PLAN m 20- SCALE: ISSUED FOR F ,• 0 20 4o NOTE: REFER TO LANDSCAPE PLAN FOR PLANTING REQUIREMENTS PERMUTING _ MAY 17, 2011 55 Green Mountain Drive South Burlington VI U.S.A. 05403 Tel 802.864.0223 Fm. 802.864.0165 .tor t.... RantK Tb. cmtr.etw z dl verily ontl be recpmzibk for .0 dmeiuiov. W NOT sc.k Ne drowig —any errors w omissions sMl tr reported t. etmt.c igh. dewy. Tln CopyR.p to oll designs and dr..iigs we the property of Stmlec. Reby sl t'cn w use Iw my puryose o1M tbn N.l ..IMriiM by Slmlec a lorbidden. i`.OIL911r111R Lr-- r NOTE: REFER TO SHEET G-001 FOR GRID NORTHING AND EASTING COORDINATES FOR BENCHMARKS ON BUTLER DRIVE AND MARCY. STREET By AW. —.00 Yc11ed N Appd. Y7L4 D 9e w..: 11676c 104— it..d g 6y71 JIN USK 11.04.19 CITY OF SOUTH BURUNGTON BUTLER FARMS STORMWATER POND Sixth Burkx*rL Valmollt SITE PLAN Tied Na Scala 196111m AS NOTED 70N No Sheet Ru i -_ --- C-104 6 at 12 0 -0 40 -0 30 -0 20 -Otto oil 0+,10 0+20 0+30 0+37 42 41 4 r*1 r D 39 O Z 3 37 20 410 00 z 0 390 J W 380 370 36 360 30 -0 20 -0-10 0+00 0+10 0+20 0+30 0+37 STATION FOREBAY SECTION A —A SCALE: 1" = 10' DO TING GROUNO PROP( SED GRADE GRAVEI ACCESS DRIVE SAFETY BEN H) GR0VEL ACCESS DRfE (SAFETY I ENCH) —_—WSE= 90.0 — — -- — 3 3 1 ELEV. = 38 .O 5. CABLE CONCRETE MAT EM 42 41 m 39 O z 3 -O 42 li5-o 60 -0 5o -0 40 -D 30 -O 20 -0 10 01 0 0+10 0+20 0+30 0+40 0+50 0+60 0+65 2 STO E LINED o PILOT CHANNEL SEED AIL ( BENCH) 41 w COf CRETE 1 = HE, DWALL o PROPOS D C ABLE CONCR GRA EAIT SYSTEM 40 EXISTING GRWND—r •�JL/ — 39 SE= 390.0 =� 3 39l 24" RCP 1 1f— S-1.0R EL . = 386. CON RETE WEIR OUI LET H WALL 31 CONTROL WALL 38 SEE DETAIL 38 STONE LINED PILOT CH NEL STONE UNED SEE DETAIL (SAFETY BE CH) PILOT CHANNEL SE DETAIL 37 37f 36 -0 651-0 60 -0 50 -0 40 -0 30 -0--20 -0 10 a 0+10 0+70 n+3n n+4n n4 niRn ni . STATION FOREBAY SECTION B—B SCALE: 1" = 10' 0,78 -0 70 -0 60 -0 50 -0 40 -0 30 -0 20 -OtIO 0+00 0+.10 0+ 0 0+,30 0+40 0+150 01 62 370 w AouAnc 10• iAFETY BEI, CH BEN H 20' O 9. 6' BERM 24 INV RCP END SECTION = 388.0 PROPOSED 3 1r— —EV.=3394.0 EXISTING GRouND GRADE 3893 — — — — — — — — — �L — — — — 3 - ` 1 f— 388 0 389.5 390.0 391.0 24" RCP S-0.5% PILOT 3' ST CHANNEL. SrE NE LINED DETAIL INV - 388.35 OUTLET24" STRUCTURE SEE DETAIL 2C 10 6' 00 BERM BI_ ' txSnNc I`ERM [GROUND PROPOSED GRADE '----�---- . LIl O.......... 390 W IN AREA OF NEW BERM. KEY BERM INTO -1 W SURFACE BY REMOVING 1•-0" OF EXISTING SURFACE MATERIAL. NO PLANT/WOODY MATERIAL SHALL BE IN THE BERM OR 380 BETWEEN THE BERM UNDISTURBED SUB -SOIL TYPICAL BERM SECTION SCALE 1" - 10' 370 3 360 60 -0 50 -0 40 -0--30 -0--20 -010 0+00 0+10 0+20 0+30 0+40 0+50 0 62 STATION FOREBAY SECTION C—C SCALE: 1" - 10' 20' 910 0 0 ORIGxl 91TR — N161 D 55 Green Mountoin Drive South Burlington VT U.S.A. 05403 TO. 802.864.0223 Fac. 802.864.0165 xxr.stonlec.com CappgtlYw,�d Tee Contractor shill rerAy and Der ,p wtde Tor ell d-eeei'Ds. DO NOT scale the drawnD — any ertone, om¢srons shall be reported to 1 Staatec .itl t delay. The Copyrights to ell deeigm — dmlxgs are the pr,p yy o1 stmtee. R-ec"et'an er use ta° r purpose other thou ftt authorucd Dy slanlec 4 foAidden. CINVIIIBOb z 0 Low >Q W J W NOW ftdko Br bI>d rr.Muoo bwAd By AP YY.MII.IRI Tie Nome: 11876r105— deD IND ,Try 16X 11.M.29 Dxn. c_. Dr. W.W.DO Ckditjw CITY OF SOUTH BURLINGTON BUTLER FARMS STORMWATER POND Sam &dno 11, vurrat Title SECTIONS ISSUED FOR ftjwNm Sore PERMITTING 195111m AS NOTED MAY 17, 2011 DrwokpNO. Shqd Ta11won C-105 7 of 12 0 /C l \ 1. 1 . A III (9 s (i-iB9-ayas6 I / 1 / GGRR ATE T (18'.898.96 / ( INV IN ( T5i'' I II CB-1 i (48- DIA. 1 ; ( HOUSE ! �___/ _ _��' -_� �/ CATCHJ : CATCH BASIN`--' ���' -------- GRATE.. .RATE-a02.0a NO _ i' - f J i ,` , IW (127)_. i -' i'� \ / RIM-398.29 \\ I IS / — S s s ` s \`\s I / 1 I I 1 / r I I / / / \ / / , 5555 Asc Green re nn MountainMolntSWAM tt1C. 1 % I `1 South Burlington VT U.S.A. HOUSE 05403 Tel. 802.864.0223 I I ! r Fax. 802,864,0165 cWi Tk "I ..rrtr ona x .nc«wela 1« m snI 90 HOT ellh- —9 a4loy- em ar�or; « emweea alwll Ix: reperhed h, \ _ I Slonisc. R9hta to m dnigm aM d, p.q ore the PnMM of 3 \ e '.1-nn « me mr «ry ywpose uiner mon Hwl l ..ftru. by Slanlec u forbidden. CATCH BASIN �---_--� i \=1.395.53 comubm ____ SMH ` RIM-396.31 _ LP 1 ! \ lVfA1�CY STREET s ->-- O s --•�— s s- \ CUT & CAP EXISTING PVC STORM DRAIN �� \ _ R IAOVE EXISTING ' - _ - - F, )B -.OUTFACE WITH INSTALLATION / _ -"t/-�•--"-a:cG"s' .. - ' NEW CAI AASIN AND STORM Sg1'ER� _ - T Ty T' _ �77 — RESMRE-SIDE) K AND VfPA T N UTLET,R1E 394 - Uc OUGE 394 -•'fit. <T�' - �T -/- , - S 1 - - /'�^ LIMITS OF \ INSTALL SILT (48" IA.) � n DISTURBANCE / FENCE, REFER P /' �, TO SHEETC-109 r / 24' RCP o / L_ _ — — 390• /"� 1 STMH-2 _ �3840 6 (48' DIA.) 367 J90 '' ! I I I \ 11 \ _ - _ _ - \ \ �'� ' -` y �... \\ 388389 I I II 1 ` • ` _ .._._ .� / , 1 `1� 24" RCP \ / STORM DRAIN PLAN SCALE: 1' - 20' 10.00 11100 12 00 13100 14100 14 40 CB-1 (48" DIA CB) z STA 10+00.00 RIM ELEV: 402.0t INV IN: 397.94 12" PVC (W) 0 O 2 x V U � INV IN: 397.94 18" PVC (S) INV OUT: 397.94 18� HOPE (N) - I -H — — ELECTRIC - SIZE UNKNOWN. APPROX. a a • _ : LOCATION AND DEPTH. COORDINATE m n .- v a m A 0 ,s',1 _ ! EXISTING GRADE WITH CMP DURING INSTALLATION- .. n n .. +'•,°1,1 .. .. 0 CONCRETE �. _ — — PROPOSED -zip N N a _ HEADWALL r 18" HOPE 356.1 LF 0 1.75X _ _ — — — ' — — — GRADE Z 0 _ O \ Z O — w INV OUT: 390.3 GAS - SIZE UNKNOWN. APPROX.; LOCATION AND DEPTH. COORDINATE WITH 24" RCP 3' PILOT VERMONi GAS SYSTDAS TO LOWER GAS LINE BELOW NEW STORM PIPE 57.86' O CHANNEL 1.17f. ELECTRIC - SIZE UNKNOWN. APPROX. LOCATION AND DEPTH. COORDINATE 2q' RCP WITH GMP DURING INSTALLATION 20.0' 1.0% 10' 310 00 11 0o 12100 13f00 14 00 14 400 it 5' STATION STORMSGDRAIN PROFILE ISSUED FOR D 2D• 4D' a D VERT. I" = 5 PERMITTING MAY 17, 2011 R/ I By Appd. W.MM.00 II611l4 By AVp4 W.MM.OD tie Nome: 11876c-106-pnI BJO z. -0-'. PBIIII�' QB91 Den 0". Dr. 1Y, D0 CITY OF SOUTH BURLINGTON BUTLER FARMS STORMWATER POND South Butlingbfi, VBRIfONt Too STORM DRAIN PLAN & PROFILE Project No. slate 1961119M AS NOTED Drawkv No. Sheet Retislm C-106 8 of 12 0 ` I \ l \ , / s s s s \ (� 18" HOPE `\ II � - so 7 � 4 0 (MIN.) 4" IN 12" END VIEW SIDE VIEW QUANTITY SCHEDULE FOR REINFORCED CONCRETE HEADWALL, CLASS B PIPE DIAMETER 12' 15" IS- 24" 30' 36" 42' 1 54" SO - CONCRETE QUANTITY 1 1.0 1.3 1.8 2.7 3.5 4.9 6.4 1 8.0 1 10.0 1 12.3 STFFl_ SCHEDULE FOR REINFORCED CONCRETE HEADWALL PIPE DIAMETER 12" 15" 18" 24' 30' 36' NUMBER 4 4 4 4 4 4 4 4 4 4 Ii it I � it li it ii it li it l i itI!ALL !II!!Iilliil' - • REINFORCING STEEL • BE 5/8- DIAMETER - r •s. •r B A• • SpIE I��II��II��III■\III■II■■I,SAME ' •OII��11!�_II!�_I-t.•. ..ETE HEADWALL DETAIL � � EINFORCED NOT TO SCALE 2' OF GEOTEXIRUE FABRC PER Burr JOINT �� � STONE 1liilliiniilc iliillial7ill IN PAVEMENT PERM. PAVING 12" SAWCUT PAVING-\ TYPE 1 STONEFILL 2 LE PILOT CHANNEL NOT TO SCALE 10' WIDE GRAVEL DRIVE FILTER FABRIC GRAVEL ACCESS DRIVE NOT TO SCALE FA1719 HYDRO BRAKE FLOW CONTROL VALVE 30" DLA. GIST IRON HEAVY DUTY FRAME & COVER I0911-sw11-091 /l wffii lffiw �liilliilliil/ CLAMP LOCATIONS. MATS PLACED PARALLEL TO THE CENTER UNE OF THE CHANNEL SUB BASE - NOT A PAY LIMIT CROSS COUNTRY —TOP COURSE BINDER COURSE LOAM AND SEED FINISH GRADE COMMON FILL MATERIAL FREE OF WOOD, FOREIGN MATERIALS OR STONES EXCCOMEPEACING T BY • DLL MECHANICAL MEANS TRENCH LIMITS NO ROCK SHALL D+2 FT. PROJECT INSIDE OF TRENCH LIMITS BLANKET LAYER 1 SPRING LINE HAUNCHING LAYER � (CL) BEDDING LAYER CORRUGATED HOPE, SMOOTH INTERIOR STORM SEWER PIPE HDPE STORM TRENCH DETAIL NOT TO SCALE NOTES: 1. TYPE OF MATERIAL IN BEDDING, HAUNCHING AND BLANKET LAYERS TO BE CRUSHED GRAVEL 2. WHEN PLACING HAUNCHING LAYER, USE SHOVEL TO FORCE MATERIAL UNDER PIPE, FILLING HAUNCHES. THEN COMPACT AS REQUIRED, USING LIFT DEPTHS AS SPECIFIED. CONCRETE CABLE MAT SYSTEM NOT TO SCALE 5'x10'x8' (INSIDE DIMENSIONS) PRECAST OUTLET CHAMBER FA1719 HYDRO BRAKE Q FLOW CONTROL VALVE INV. 389.5 B� 6" MIN. 7'X 1.51WEIR W/ Q VERTICAL GALV. STEEL BARS CAST IN O 12' O.C. EL-391.18 (TYP. OF 2) FA1719 HYDRO BRAKE FLOW CONTROL VALVE INV.-389.5 389.5 V VSE= 3E 0 30" DIA. CAST IRON HEAVY DUTY FRAME & COVER 8" CONC.J FILL S .ny)s]ON A_A SECTION B-B POND OUTLET STRUCTURE SCALE: 1/4'-1'-0" 24' RCP OUTLET 7' X 1.5' WEIR W/ VERTICAL GALV. STEEL BARS CAST IN O 12" O.C. EL-391.18 (TYP. OF 2) MOUND SOIL AROUND OUTLET PIPE TO PROVIDE 1' COVER 24' RCP OUTLET INV= 388.35 IN PAVEMENT CROSS COUNTRY 12' PERM TRENCH 1 1/2 TYPE III TOP COURSE - SAWCUT PAVING PAVING LIMITS 2 1/2' TYPE II BINDER COURSE IF GREATER THAN 2 1/2" MATCH EXISTING LOAM AND SEED FINISH GRADE IAA CH eo / COMMON FILL (NOTE 1) ORNG�// GRAEX SUBBASE COMPACT BY MECHANICAL MEANS. 1 'MIN' i\ o 0 ROCK SHALL Do PROJECT INSIDE OF 40 / TRENCH LIMITS REN H LINT s w O +2 / m TRENCH OD I ' PIPE 1. COMMON FILL - MATERIAL EXCAVATED ON SITE WHICH IS FRIABLE, NATURAL SOIL COMPOSED OF GRAVEL, SAND, OR SILTY OR CLAYEY GRAVEL AND SAND; FREE FROM DEBRIS, CONCRETE OR OTHER RUBBLE, ORGANIC MATTER, MUCK, PEAT, EXCAVATED ROCK AND BOULDERS OF 6 INCHES IN MAXIMUM DIMENSION OR GREATER. 2. COMMON FILL - SAME AS NOT 1 EXCEPT THIS LAYER SHALL BE FREE OF EXCAVATE ROCK OR STONES OF 4 INCH IN MAXIMUM DIMENSION OR GREATER ROAD SURF RESTORATION NOTES- 1. WIDTH OF TRENCH AT STREET LEVEL SHALL BE KEPT AS NARROW AS POSSIBLE. 2. PAVEMENT UNDER THE ITEMS OF WORK SPECIFIED IN THE CONTRACT DOCUMENTS ARE TO THE LINES SHOWN. 3. DEPTHS OF GRAVEL SHOWN ARE MINIMUM COMPACTED THICKNESSES. RCP PIPE TRENCH NOT TO SCALE 22%_ 3' BIT. CONCRETE PAVEMENT 13/44YBNDER COURSE) WEARING E 6' CRUSHED GRAVEL F 12" COARSE CRUSHED GRAVEL CONCRETE CURB DETAIL \-USE SAND OR STABILIZATION FABRIC IN AREAS OF WEAK OR UNSTABLE SUBGRADE NOT TO SCALE NOTES: TYPICAL PAVEMENT SECTION 1. WHEN CONCRETE CURB IS PLACED ADJACENT TO CONCRETE SIDEWALK, NOT TO SCALE ASPHALT TREATED FELT SHALL BE PLACED BETWEEN THE SIDEWALK NOTE: AND CURB. MATERIALS TO COMPLY WITH VERMONT AGENCY OF TRANSPORTATION 2. 1/4' THICK PREFORMED EXPANSION JOINT FILLER TO BE PLACED AT 20' STANDARD SPECIFICATIONS FOR CONSTRUCTION. INTERVALS OR AS DIRECTED BY THE ENGINEER. PILOT CHANNEL I I r I EL-391.0 CRUSHED STONE �: r, NOTE: USE 05 O 12' EW IN CENTER OF WALL 391.0 /--CABLE CONCRET / MAT SYSTEM IMPERVIOUS / 3 MATERIAL. (TYP. 5G +i'OIW��80Yve ka \�''I�� 55 Green HDDnloln Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fox. s802.864.0165 ��++ xn-x. tonlee— Ra M Con4oc[or ehdl verxy and b< respontibk for al dmeiuum. DO NOT sole Ule amwinq —any eto - omm�ons anal, be repMed to St-'. without deby. The Copynghta to all d g. a dmWm" are the property of Stamen. Repmduxtion or a for ony purpose other than that wrho by Slmtea a lorbidden Cmbft L� 8y MVT rr.MWDO how By Appd. rr.uMAD LTe Nome: 11876c 107.dwq 9YD d1K NSK 11.04.29 Dee. ChM. peffA W 0.9, rr.-.W CI�rJIN.>nxi CITY OF SOUTH BURLINGTON BUTLER FARMS STORMWATER POND South Buklpioll VtlmlorR THb -- MISCELLANEOUS DETAILS 1 SECTION PLAN ISSUED FOR A FOREBAY WEIR WALL PERMITTING SCALE: 1/2'-1'-0' D MAY 17, 2011 11 dad No. Seale t961It878 AS NOTED lwing No. sheet Re Won C-107 9 of 12 In GRATE=395.24 _ IW OUT (24'=390.44 ^ - - ' GAS ,C�r_....._ ..._ ........ `". _... _..- GAS _ ...-_ _..- ..._,_ % -06 GAS- GAS GAS GAS GAS GAS /\ INV (�=3Ha.47( GAS CAS- T _ - - - _. _ .....- .o .. ...-. _...... SEED MIX ­WE— UGE — — — — GE UGE 394— UGE 394 UGE UGE — VGZ— — —— ^ °OM — — — — — — 391 \ _`--- —1\ 1 �XPADED TREE PITS _-- — ,J _ IV 150 '— � — — 10' X 20' (ttP.) SO f 392 // I 389 100 Sc l\ f f f �- _ K 393 f f / l ( 386 10'p-tn386387 / ID-03i ° \\ 1\ 386 387 I 0 388 130 386 38) f f f 390L389 f — f f ° 4 1 OM ° I 397 �f f f f EL EDGE/.-.�I I \ /---� f NOTE: INSTALL SEED MIX 2 ON 1— \ 1 ba ALL DISTURBED AREAS EXCEPT AS NOTED. 3 CIA r \\ \---- \— _ �\ \\� INSTALL WET No PLUGS 1' ON BOTH SIDES OF + \> ---_`\—\� \\ \ \ \SHORELINE. OR NOT 60 EM �\ COMPLETELY SUBMERGE PLUGS / - 391 � r. 4� / V 394 X `j90 I \ / 394 393 .. .._.._ .._ -- r / 1 ___--392 391 r \ — 1 ,.... }• PINE 3ARK MULCH / A` L'Al2YH SAUCER \\ \\ \ \\ \ \ \ \\ \ \\\ I 1\ y AS SHOWN ON PLANS \ \ \ \ \ ^\ \\ \ \\ \ ( .. NATNE \ SOIL I TREE PLANTING DETAIL LANDSCAPING PLAN NOT TO SCALE SCALE: 1" = 20' f _ ` / f r 0 20' 40' i s JOE—PYE WEED BLUE FLAG IRIS CANADA RUSH NORTHERN ARROWHEAD BULRUSH PLANT SCHEDULE QUANTITY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE 60 EM EUPATORIUM MACULATUM SPOTTED JOE—PYE WEED 2—INCH PLUG 150 IV IRIS VERSICOLOR BLUE FLAG IRIS 2— INCH PLUG 140 JC JUNCUS CANADENSIS CANADA RUSH 2 INCH PLUG 5 OM QUERCUS MACROCARPA BUR OAK 1,5 INCH CAL. 120 SL SAGIFTARIA LATIFOLIA NORTHERN ARROWHEAD 2—INCH PLUG 100 SC SCIRPUS CYPERINUS BULRUSH 2—INCH PLUG "Q3 ISSUED FOR PERMITTING MAY 17, 2011 A. 55 rc n Mount p Drive na 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel, 802.864.0223 Fox. 602.864.0165 wwwstantec.c9m StaII ec The Confroctor shall veedy and be responsible for ob dimensions. DO NOT scale the drowlnq -any erton or omasions shill be reported to Stantec wiW.t delay. The Copyi9hts to all designs nd draairgs are the property of Stonles. Reproduction or use for any purpose other than that authorized by Su Mn a forbidden. D0113111181116 �b Nob RollI -By- Appd. YY.MM.Do MuDd By Apd. yY W Do File Nome: 11876L-101-Landscope_Pl n.dr9 J1Af 11.04.29 Ow, Md. Dsg, W.MM.DD Pill cwIll CITY OF SOUTH BURL INGTON BUTLER FARMS STORMWATER POND SMA BLlllllploll, Vwmal t Ito LANDSCAPING PLAN ft)sdN, Scala 105111878 AS NOTED DrawNNa Steel FwWon L-101 12 of 12 0 CITY OF SOUTH BURLINGTON I CITY OF SOUTH BURLINGTON, VERMONT US EPA STORMWATER DEMONSTRATION GRANT INCLUDING: P • GOLF COURSE SWALE • OAK CREEK VILLAGE STORMWATER IMPROVEMENTS • BUTLER FARMS STREAMBANK STABILIZATION AND FLOODPLAIN RESTORATION GRANT AGREEMENT #EM-83234901 -0 MAY 2011 Project Number: 195110725 LOCATION MAP VICINITY MAP r = zoos PUBLIC WORKS DIRECTOR JUSTIN RABIDOUX, P.E. STORMWATER SUPERINTENDENT THOMAS DIPIETRO, JR. ISSUED FOR PERMITTING MAY 12, 2011 Set No. _ INDEX OF SHEETS SHEET NO. DRAWING NO. TITLE 1 COVER SHEET 2 G-001 INDEX SHEET 3 C-100 OVERALL SITE PLAN & LEGEND 4 C-101 EXISTING CONDITIONS 5 C-102 EROSION PREVENTION AND SEDIMENT CONTROL PLAN 6 C-103 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS & NOTES 7 C-104 GOLF COURSE SWALE - SWALE PLAN AND PROFILE - STA 100+00 - STA. 108+00 8 C-105 GOLF COURSE SWALE - SWALE PLAN AND PROFILE - STA 108+00 - STA. 116+00 9 C-106 GOLF COURSE SWALE - SWALE PLAN AND PROFILE - STA. 116+00 - STA. 124+66 10 C-107 GOLF COURSE SWALE CONSTRUCTION LAYOUT DATA AND SECTIONS 11 C-108 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET EXTENDED DETENTION POND #2 STORMWATER COLLECTION SYSTEM PLAN 12 C-109 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET EXTENDED DETENTION POND #2 STORMWATER COLLECTION SYSTEM PROFILES 13 C-110 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET EXTENDED DETENTION POND #2 GRADING PLAN 14 C-111 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET EXTENDED DETENTION POND #2 SECTIONS AND DETAILS 15 C-112 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET POND #3 STORMWATER COLLECTION SYSTEM PLAN 16 C-113 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET POND #3 STORMWATER COLLECTION SYSTEM PROFILES 17 C-114 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET POND #3 GRADING PLAN 18 C-116 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET POND #3 SECTIONS AND DETAILS 19 C-501 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS- DETAILS 20 C-502 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS -DETAILS 21 L-101 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET EXTENDED DETENTION POND #2 LANDSCAPING PLAN 22 L-102 OAK CREEK VILLAGE STORMWATER IMPROVEMENTS - WET POND #3 LANDSCAPING PLAN 1 C-01 BUTLER FARMS FLOODPLAIN AND STREAMBANK STABILIZATION - LEGEND AND GENERAL NOTES 2 C-02 BUTLER FARMS FLOODPLAIN AND STREAMBANK STABILIZATION - FLOODPLAIN RESTORATION SITE PLAN 3 C-03 BUTLER FARMS FLOODPLAIN AND STREAMBANK STABILIZATION - TRIBUTARY SEVEN RIPARIAN BANK STABILIZATION #1 SITE PLAN 4 C-04 BUTLER FARMS FLOODPLAIN AND STREAMBANK STABILIZATION - TRIBUTARY SEVEN RIPARIAN BANK STABILIZATION #2 AND #3 SITE PLAN 5 C-05 BUTLER FARMS FLOODPLAIN AND STREAMBANK STABILIZATION - DETAILS ISSUED FOR PERMITTING MAY 12, 2011 55 Gr'aoMountaswla.�tt� 55 Green Mountain Drrve South Burlington VT USA. 05403 Tel. 802.864.0223 Fox. 802.864.07 65 �}��r�p/s www.slgntec.com �� cap#*R�� The Contractor shall vent' and De -m ibl, for ad dimm— DO NOT xalc the dmw�nq — arry coon or omiazons nM1ad be repalcd to Slan(ec witnoal davy. fie CopyrynLs to all designs aM dra.ngs ore the property of stanlec. Nepadoclion o se for any purpose other loan -1 autM1onzed by Slontec m (zvbdzkn. RNllbl et' Apvd. rruM.00 Issued By 1y,d. 7YM.DD file come: 10725q—DOt.dr9 G.D.Y. J.T.Y. J.T.Y. 11.04m Pem kSeel Dwn. Chkd, Dsg, W.YY.DD aw*p ed a" OF SOUM BLVtJNG TDN US EPA STOFWATO DBIONSMTM GRANT GRWA0REE BdT Q1-0 Swat&NWQkqVwmad L7e INDEX SHEET PmJedNm wale 195110725 AS NOTED DZAVNm meet RwWon G-001 2 or 22 0 -:`✓'!i�'c`\(__�_ �`,\w�.�- "i" .,_--'/-�� ������ i J�lt� i /\ !"-/-��1 j �') l� l"\1I [` �')` l,-. i !t__ \� •�`va�_ - \ -/! i\) J _ \ \ _\ .'JrI^ �� - I// / // 4�//: _r J/ //r.. ,� )> �._ \ \ \ \ 1 1 _ ! [ / \ 1 (- - 1\ - _ `)�i �\ \\\I\1. !/il)�- J 1 /- / ) ! ( !^ 1 1 w w \\`�J j / ! 1 j 1. .% > _, , ) \ (t , , - tti -wtz�\ ( / �_.\t,�\ 9MitCoMl61p8«MOMYtc F�IN, �Ji '� \ + _rJ 1✓ i /.Tf [ ! ,r. \lt \� ( ! f L�� 55 Green Mountain Drive , / 1 1 w,t r [ e ) \\ t > w I. \ .\ south Burlington VT U.S.A. _ Crw C \ \ J \♦ %) t �� \ \ Z -__ .Jr-r/r• { _tJ�/ -' w � Il \ w \ .i (/ _` \ l \ 1 1 = ) L 05403 Lam, J" � ) J > j .:r \ 4 / . �/. / \ O¢ --����-=��r�J/ ' 'J,.- _'\/i J 1 /c.� / 1 t \\ L / c�'Cw � ( ) J 1 //� 11 J // Td. 802.864.0223 / / ._.. y �' T 1 t �/ !� </ ! /.-.�) \ \ /ram `\ ) S 1 1 [ ! / / (/ /r / f Fm1. 802.864.0165 I ( `\ I~_��``_' /• \ , � \ _ i �-/� - •- .� , ^" \.` !r- r-JJ � ) J! lI l.,' /- /" �/ r J SHEET C--1 1 \ (~ \ \j' J �" �_ '' / ! 1 ! t t C t 1 1 \- \T 1� _'n� \ '� \ \ \-Nr 3:3'103 .../ /-..--w_=!/ / • , ,a w /\" /! w - _ 1 \ ` �tiJy/!/ StantK 6426 55f/ _. \\t J rJ ti /! 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I t II [P•11 \ I _ �!. s-f.`_ d� / y_ �Y^.� ,:- ,-J' �I I L I�/'_ / 7r-' J - /�T-^ ( 'i,tia•:� -' 1 .. �\�- - `r%.---% _ - 1 ( \ ! n _ S 1 1 1 /J 71 \ 1 ~Fi,� /! � \ � � ,.. \ I 1 `// ( \ ' )) )1\\ ,-/—w=v— I — /�\; // ,air it I;: `, 1 li ;�t � � •d !• �I I 1 ' 1 �' !—� Ll i l.., r// \1 / 1 r \ /l ! I j fi IM:-_.,....i �\ ♦ l r `, f I! ( 1 SI \w_/.' \.-c'T"' �/ "_- i \ \ ) ! J'// _--_JF/:III I ```�l /��€�s+�-='-- � -�,^I �} _ � 1 %�' � ♦ \ `\s � �^�!!y� /�\ w /.�,, ,N,.i IP !'y_ \1 \ , IIF SHEET 01 tl• ') q f//!. ; -J�-�l\!l -\ __t t 1 ) ) O (1 w _ C L_ _ \ :•i �.�_.-�_ IT\{I 1//I Il�' SHEET �' \\\ _ .. p-'-r\ �& � r`:./��: „I /�w t ..:. C Ili \ \ „i .. Lw \ .r-•v_.... / -�� �I l _ 1 sl,,(� V �) I f iJ 1 ' ) f. 1 s-..• _ - , ' _.--- _ ... ( (l r \ i \.• ) t t \ w\ '••<. _,�'_•,1) / t -:-- \'� w"�=\)C'' i - Ji �"' ar y ! , -\ ( r .,� 1 / 1 C \ \ _` 1 t .10, "'c1✓ t/r.[1, 7 l `\y/_t =_'i�_ �X/ 1 1 J ! - > t _ J -,1J1:; V 1 �tx_� caw _�.;`„ ^I \ !//`a��� ♦,•,. BUR.ER FARMS FLO STRfIJABANK STAB DRAWING c-o1 - c-os 1 I/ _ ( \ ` / 1--._ 1 S I1 7 '..` \\\\ ^\ - i•..,._.1..-.-.7_... 1 / r _ w_ ��Cj ........-. 1\\,1!)1 \ "'a \\ \\ tl 1 t I lit; LEGEND EXISTING PROPOSED PROPERTY LINE / RIGHT-OF-WAY 404 FINISH GRADE — — GAS EASEMENT — . — . — • — DRAINAGE AREA BOUNDARY --- c GAS LINE LOD UNITS OF DISTURBANCE s0 STORM SEWER - SILT FENCE s SANITARY SEWER MAIN — ••• —►••• — SWALE w WATER MAIN 8D STORM DRAIN PIPE uGE UNDERGROUND ELECTRIC - - - - - - - - - - UNDERDRAIN uCT UNDERGROUND TELEPHONE B CATCH BASIN ® CATCH BASIN DRAIN MANHOLE ❑ ELECTRIC CABINET- PVC CROSS T,L HYDRANT ----b PVC UNDERDRAIN CLEANOUT 01P. IRON PIN MAILBOX OO SANITARY SEWER MANHOLE • TELEPHONE CABINET TV CABINET TREE WATER SHUT-OFF VALVE VLY \ \ t , ; �'' i ttl\ INI; , 1. .} , , J 1-• \ � ...__-�i� t �=. -_;', - �- � r \t• \.._ J 11 1/ \ 1, 1 ) 1 t� \ r _ ._ ._./""_-_'-\.. 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D.g W.MM.DD .......... - OVERALL SITE PLAN SCALE: 1' - 120' Q 1z0' 240' ISSUED FOR PERMITTING MAY 12, 2011 CITY OF SOUTH BURL INGTON US EPA STORMWATER DEMUNSTRAT10N GRANT GRANT AGREEMENT iEM4832349Q1-0 Souh Ti111&Vkn Vwmont Tie OVERALL SITE PLAN & LEGENDS PrejedN, scale 1951laM AS NOTED bar N. Shea! ftMM C-100 3 at 22 0 cm •\/lC`'i t•''-9^,\ !^-\ \ \ \l `_\��' /= - "f\_-o`'\// ///., _f n,-/!, r .2/ /)i �... (\ (/��\\;1.K •//Jl} t,-/ /� //, 1 (_ :\ J r--ll J I _`' L\��;�-\___�\7` •"\\ ! _ ""`.,� \-1 \` ice. �.. '! /r J t- .1J` J f-.`l i�Ci\�CJ `_'--''\1 -1 b. _ / \\ 1' l \ � t=�_� ! /''J l\^/ i'-'��•!, `�\✓r•��\�. ; ��j, 1�) fl ..,..'' } r lr ( \\ � � ;C J/ �\ I�/•`/ J/ to ;.✓ \J !y , ! / 1 \ (` J..-^ \ti `-� 8YeY6 \\ �\ i / ( <.. \ \ v /4 �"• 7 ..-� / , / r \\\,. / 1 I 1 �„ / r' ! /1 e f ./ / J \l ts/ \ (' / /' \ �Y I J -t `1 \ / ��•• I j ^) I \� 55 Green Mountain Drive `� \`_� Tk 1 \N ✓ \: �_k_ _��_/�'; ! •r i •1 F >£ \t\\� ) \--\\ lI(,'' "� c•", ^ r /f Z 1,� South Burlington Vr U.S.A. L 1 ( r' r �/4 t%/��< )'� ' / r -sue s 1 JI• J `) I \ \ y i J /'/ J'\\ ! r ' \ \? (r/1 r I 05403 / -\ ) ). �. •l,! / ,rJ \` c� / 1 ; ! (� ) / ( Tel. 802.864.0223 - //�\�- /-, -�_' J \ 0 _-`f I 1 \ J 1 ** 4 / i `. - -' 1 I - �,..r -"r) / ) I \r' I J !\\ ,\ \ ) ! r / ( Faz 802.864.0165 = ! r- J I .J / / !r !. \ /` /- ! 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C / `L�-�.�' � LkYt 1 1 1 I / \\. t l; \ I -.. - - �-r T� ^ // \ •�, J 7 it 1 \ 1 \ \-I.'I \�t \ II;I\ 1. r VV \`l.=Y \ � � I I � 1 J It �-_ J `_ 1 \_ � \ \ f 1111 �✓ ,..r ' '-' 1 I 1 1\ .cv� I J ^ ) •. __ - - r .... c J J 1 J \ ( F. \ I � :...�� .• l\ _ �` ,•1f f! /. l �.,�\ \ \ J I I 4` �. ;IIIII !\ -=tea.-.��L \'_= `J �r I r_ / I^r Qi`(OFSIDUjN�gTpN ( !ti \ t.�_- =�J t/ \_..._ _ -.il .._ _J.r-_=./' l \ h (\ \ � ��rr '\ i� i l \ / ✓ •1, `--.wr - , , ? � � . _. - .___-r--T.,- � t\II II -- rS�\. / � \\\ - - I -ri -� (--�5t'�, �. �...�. 11� 1 US EPA STORMWATER DBAONSTRATION GRANT SOIL TYPE LEGEND C, COVINGTON SILTY CLAY, K = 0.49 FOC FARMINGTON, EXTREMELY ROCKY LOAM, 5 TO 20 PERCENT SLOPE, K = 0.32 TO 0.37 Lh LNINGTON CLAY, K = 0.49 VeB VERGENNES CLAY, 2 TO 6 PERCENT SLOPE, K - 0.49 VeC VERGENNES CLAY, 6 TO 12 PERCENT SLOPE, K = 0.49 EXISTING CONDITIONS SCALE: 1' - 120' 0 120' 240' LEGEND — — — SUB -WATERSHED BOUNDARY SOIL TYPE BOUNDARY ISSUED FOR PERMITTING MAY 12, 2011 GRANT AGREB ENTM3443Z WM-O Sath &dngbt4 Vwmalt Tie EXISTING CONDITIONS I'YaJedN9. style AS NOTED ra sneel �t;>rial C-101 4 9r 22 0 _ \J+ -`_j�tl)-)'�t11\:41' ' 113.7�/^/`i ---•.__'-��-,i-��-� `-\\ _� �����'"T \-�\ � ��ri / f\ �%_-_ �--___���--''/'1\ p ^ -` _-- \�II)1 J, ✓ '� -_^ e� ^\ , .f 'e-�. __-_ �-• _... j-_ � _ _. � /_ --;_�/'- --� __ �'�_/r_�i - (�//%r/ DRAINAGE AREA o \ �. / t. ,_ ,, .- \ \���\ /) �_.1 �. 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( / J 1I ^i r- �•/\JJ/ PROVIDE SHALLOW UPGRADIENT DNERSION r�-" _ - 'i/-�'ir' / ( �/ r _ .'�/ •,�T -\l J�IfI J c-- -j J SWALE C) �•4<` ^� �'.,��"- rJ y 1 J i�c �i 1 f�+*° _. \\ • 11- - SWALES OR BERMS WITH SEDIMENT TRAPS- / \^\-. .... •• i !iF�\ / i "— i 1 / \��� /LICT" \1 J -may♦"1 AS NEEDED (TYPICAL OF ALL. RETURN TO_—r J"l ✓- err."—'r \ '( /i/) \� y/ V // t (TY ) /-____ T� \ <' J �1 J ,'..... -�J t� \S•`5 -_^ ORIGINAL CONDITION UPON COMPLETION.. /" - !,Y_^J` gig SWALE IS TO BE SEEDED AN ? /\`\\ \\I `\ ( / ! J (=�~7\l ♦ 1 ,)f'-``---� \ ! 1 ` _ ----- t 1 it �•., f \�\-✓ / / /!\"( �> >Y _ _ `_ \ - _`• ^' J �'/ STABILIZED WITH EROSION CONTROL -) y \ f \ \\ \\. F • // J / '"� J •' J / /l f _'\���.-f BLANKET AT THE END OF EACH WORK AY. -'J J I _ \^��.,.-'/i' ARMOR THE SWALE SLOPES WITH\., •r - 1 _ - \ \ 1 ( \\ \ O� _--__ REFER TO DETAIL ON SHEET C-502. / \�\� 'j% / I %`STONE AT POINTS OF CONCENTRATED / 1 / / ( \_ `a,S 1`� 1 ( ( ^1 -,rk° f -� r /^ J \\vv / /r f .,\ t\�,�f'r,i r �\��7 / (IJ%M� /_FLOW INTO THE SWALE FROM `^) _` '-\\\�\`_ r; -k 1 \ ♦ -Ili 7 ` _ ,p UPGRADIENT DRAINAGE COURSES (IYP.)ARMOR l l , -'� / _ ♦ \\_S ✓`•` \ _ `_J \ \. --__- J/r _\\\l I!/♦ �' (� -\�\ = STONE THE POINTS OF OSLOPES CONCENTRATED /. \\�'. �) f>ty )..^ - .FLOW INTO THE SWALE FROM - / / 1 /_�\.'y' T i III/., �,_/ T / •.`\\ J/��-\\\� J �l }'rV f t ( \''J/r,l /\\�l'^� % ( UPGRADIENT DRAINAGE COURSES r \1 — J`— Il rr %�\ f �� - } / J _) _ / �J f -L,7 iS1 / J •'.1 J i / l 1 t ( { V , , \ (._ r" 'J'" / I POND I. f-', `6 - ♦.��\_\ k _ �/j �- _\`„`` ( , J r��� J J �i ( t� !/ 1`\\.�\\ 1^' .- \ r l i J J /�,.. /1� / !/ r/) ( 1 } I J \ �• -�, �>1:( /': '�� 1... Ve / �/ /� , \ pl /i i—J f y, `/J/, / ` 4� . / _ r ( 1 /'SEED AND MULCH-�� / / ' `t \\\\J ,% GRASS SWALE H TO BE SEEDED AND J \ C \ , \ �„�)' �✓' ,� , -. \ _ ✓ _ \\ ( r / / / ter- ^ ! STABILIZED WITH EROSION CONTROL / I l p \ r'- ` F L \II l \ l \ \ > I \ `.. \ `/ 1 BLANKET AT THE END OF EACH WORK DAY. I L ( NEW GOLF URSERE ER TO DETAIL ON SHEET C-502. \ I-__^ �^ (� f� 1 t �t / �---//'s°�a fA♦ r'.. (J + ' / C♦,\ \ t iii'��' J/'. _\_ t`/.• L ,I _ ..-. TIl\ {i "�,._.L._' I��/�i �( JJJ i/l i�- pp,,, X/'-- ._ -^\ REPAIR ANY DAMAGE TO BIKE\ ^\ \� PATH UPON COMPLETION �` / _ '.f - • \� //y J /- f f: \' _ .\ \\\v\ t /r - 6tf \ ` ♦ - \ �..,., : l ( _ r _" - - - - -._ - DISTURBANCE _ - _ / � .--' l l „��/i /� / / ( !~ 1 \ / 1 �� .. ,_ ._' y.., .. r l` LIMIT OF \\\\\`k� �_/ / �, J .S!� J^ `N' �Gn � '< (TYP.) ..+K)'-= �/ J� - - ---- -f" '.� 1� \ '> r� ,�x•. \ I 1 _ \ .-_.c�J� 1\\\\ Ii 1 ��i(�I��,r / 11 _ _. y!N .x aH$ / -_r�_/, ( �,..`..:�::1iJ!u ./� 1 / ✓ ,w`i f!r i2 -\ 1J 1 STAGING/STORAGE AREAS. \ _ \ _ ` ! J _ _ „_.._..____.1_^ \ 1 1 \ /ice - NEW WET POND #3 Lv> STABILIZE WffH STONE AS \^- ' '� J ^�_.__.._._.lr \\ \ ( \ .\ t� _'✓ - SEE SHEEP C-114,•` <> - -( -'✓ e��iii ,'-�_ 1_\�J\ \1 ' 1 :1 NEEDED. SEED AND MULCH ✓/'_! . ..... �t+n-'r1�✓' _ �/ - 1 li; ti \ z L \ \ Jr ^ a`-�� _ J FOR EPSC � die - ^ J _. �' , ;.m'��5� �...:.,. i --• i.� t V 1 I I I'' __ TO ORIGINAL CONDITION r.� +^I _1 /((�_- r \ , UPON COMPLETION.v,.,.. T -- - - 1 it _ r -•C J'T r-j;�\_-_ \ _ ^-\ /\ Y r�., j @ IW r7ir _', �, �_ ` 1 1 I f _-- � d� �.......-.. r--`-i-'� \ J INSTALL SILT FENCE. REFER:>`v�.-.:\\`'_ f .,�^ (: � �f"' (l \..�.` rl � \ / J i � It\\ r % \�I\♦\\ 1 lam' .. �$'°�.` J<.._. C/1 _,�"_ �-"_-�.r\ i � _ / \ ✓/ .��: �.. _ �` -- (� 'y J. J. F: �:, ♦ /' \ -.� ice.; \_ �._'-- r 1'^ ti ---\ - �'� ` "�-_,��=.,^_/_`-�- -�--- „-z \\r,x (\�{ ;�: .-- -~\1 � IJ� ! / \"_ •' ( A r -._ \\_/-'/. ;I TPl-..��_��`�'I: `\\)�-���_`� i t {� , J f } - - -:�! .-=�4\4:•a:dix'°= s \ r) 1 - i -\ \ !l l � ` / I ,-/ J`\ \r'(\ - �� ( 1 J Tl - ° - s . __ - .\\ �/♦ 'i J i' 1 __ J_. - // � � 1\ 1 :,i i• "\ \ I oRNE / x.,-;^••"'.e` L'.F- `f^ f _ _ - _ _ _ A 5\\ \ � ( ///(r � .... .. _ \ (• ..^ 1 1 ^� � l J t \._. f. J II T Ji }\l Ilf �111 IJ i j r' r_ T �_ OF TURBIDITY MONITORING NG POINT TOATi NBE ESTABLISHED �� //✓A.... - > L " \ �^ it I r ' l 1 \ �1 WET POND 3 COLLECTION) .I1 /17 N \ !' 1/. \dfr "x% i.r,BEFORE CONSTRUCTION STARTS ^ DIFI TI SEE > •S _ - \ 1 ! -1, ! / I MO CA DNS. \ "'G.1i <_ �...L.L I 1 r / ' / t \ DRAWING C-112 FOR EPSC.. _ ? \) • 1 J I'r NEW WET EXTENDED I 1 '1 - �-'y �1 _ �..\ \ Il 1 1 '! /r _ 'ttrjA FlIt --� �DETENTIONPOND 2-rI.h ._._(....._\,�`_.._y. N I1-\J)I/\J 1 xr �I II I 1 t \ ' -SEE DRAWING-�C-110 FOR EPSC l \ \f ) ( 1,f\\� '� \ \ - J \ \\,- /I t't,.�^�-- - I f I 'r 1.. \. 9\{ ♦I 1 I STABILIZED CONSTRUCTION ENTRANCE. \ rC \_ tI �� y-I� ♦ 1 )\ _.c J-r I 1 I 1,i -1 / j•-\ 'E'` r REFER TO.D ON SHEET C-502.,r, t _ /"s-�^ 1 .. RETURNED TO ORIGINAL' • ^ I / \ l Z ^ \ �S / -..� i lil l l .��•� \ + I ( \ fl 1 J f I jl \t CONDITION UPON LETION / j{t FLOODPWN RESTORATION. y \ _ \ .. _ I / ! ,/ \_�� �- I . _ _ Il 1 I 1 \\_,%j'2^.= _ 11\ 1 ' (S `" 1 11 .�.� T 1 --. T l L J . '/ J J_'J \ ^ 1 �\ \ \\rr\\fL• \T--.: _ __ ^ SEE DRAWINGS C. TO E ' / J \ \' •.+ / l ^ \ / f • ' \ _ ^ ` _ _ -_ _ ^\ _ _ Y- C-02 AND C-05 FOR I 91 J 1,T,, ♦ _ 1 \ 1 { < .. _ \ \ �\\tl _-"�'..;•.. JL`_ "l^\` __Y T/ .. P` \_ EPSC IN THIS AREA+` \� r \�- _f ^> ... 1 S 1 (I - '�- -._I- ♦\\/_ \ �/ ��`\)I ''� ,- ,\\ "1N /i ROXIMATE LOCATION OF.".r-a_ y ,���j• ���-J�, �,.L��_(' __� '-_- \ �. //',- , UPSTREAM TURelOrrr-,-\ 'L J I �.. i r \ : '"_' ,Y >L_' a,--•r' C-\ '( ` \ \iy _ / 1 i! \ r \_� / \ , I I ��•/L`_J/ •y / \ t��"_t��-L\\"` \ STRiB�.�I;I} MONITESTABUS EDD BEFORE ,il \l' 1 + 1 Ill It <J '� \ ,. _ - - f.� / \ I J `.. 1 •I ` I \ f`.. ,._ I (\ �utgRJ; k 1 )III ) II _- 1' . •'.;� _. ,, r _ .. ...._._...._.__.. '�r.�: '� J:..���' r � _- : --•._.. ' `_ .7c _ ^ _ _ � • c r --, U�' ' -f'" _ ,- ) CONSTRUCTION STARTS ( . .. I / J t \ ti -•..� . n ,r lam— . ---_-_� l` .,..r) i' �-NI l •,\ � � `1 nwvem.lw \� _ �• 1•2;c--=r- .r/gd/J \ / \ l ♦ - ..�_`�\\. J`: `•-c•'L-_r.�r'i�_-\ a r I `' I 1 '1• r t\ / \ \ ns.mwwwMm.rrr.uvaavMlarw.....na ..\ �, ._... \\v_��o� •\` 4 �•,T\4: II/111 Y l ero...rmrm, '^^I ^ ++, �J<-\�-•'ate\ ^ ... \ ... // \\ //i ^ ` _.. --•� "'` _.-.. rr \1 � \ \ Wli _ rT, ) � wl J.:^ rl - - /^ ,a omr na.w.rv...r.arevoroarv.oemvaeasa.wruvvnwnrr,v ( `^'"�,.. \ / /-'_ _- \ \ C \ t _ J/ ..J -�� J_ • TER FARMS STREAMBANK (1�1, J %' I \\11� ) i I ( J 1 11 ^"� _ Lawrs�r , `• ` -\'\ \ I 5fABILIZATION. SEE DRAWINGS?/ J.a._._.{S- ' _ / f 1Yl ( - mwaaan.:a rxaemn:,a�.vuravmna+..lva®awuwWuw - _ ``` ` ' G-01 AND C- 03 TO C-051 1 �.....,. WET EXTENDED ,DETENTION'- 1, It I 2 I' uwwr�roa rWnaWM.00A /\�:: u.� <✓ \...�_•.f - \..=..,. ra.errslal�arroi rlrmMnrornnrn \� �.•a (_ \ Lr\ \--".< FOR EPSC IN THIS AREA-,y_.�,- -'•' _ ) t / \ ( 1 l _ 'amlwes,ar.reMr.arrarlarlw,rro �mxvwor wr,r.oewvn.urw.,vMranu+eWur 1Ir '' 11rs'\\�.��`xl•r� _... _ _ POND 2 COLLECTION. 1�f'111 r� SYSTEM MODIFICATIONS. SEE uw�ro.W.rrv:e�,..w,em�rw.,r,r.,.ar><.doL.Ws,v.w�.mmar..a.r. L [/'���_\•r.\.. ;�a �\ , _ I t Ft� f stsurnwrwuremuuaeoMemrwamwwe,w carrno.sv..vlrasu:uaruremww®ro /( "}1' mil/ ••^\\•?`•,� -\ L� .\ .�,1 \ DRAWING C-108 FOR EPSC ( - remMa,aawrr,.r,.a,oa,M.eoo- noerW.,aw.v.ru.Mw.wru,>v.. mumatw.ennaaW,awwvrMov.a>eswes. / J r �(/ l\Y\_� \--�-.•••_"'/ V i 11;11j '1T` \�ti 1 \ J 11' 1/ /r .a.ml.n.wrar,a.ue.,ro,rurrrrvM.v�.aac xww..aM..,.a wr..wc.®wnwn '\ i� I , I j-+._•--j J" /.-- 1,, ` ewwMm, muaaca..uar rwvwrrrMwu.w..ulemrarww.,.�rac.m.awa.w.or , l �r { r�swuue.�MwrLwveoroo:.rM..v.,.v.Mo.msowanrosurrr,v \ t I _. \ / a• I \ "\III) �-' IIII)j� l l 1J . I. 1,\7-�'`.t 1 \' )J \ \ 4lJ ) ♦ 1 I' I f IIjT (I! Illt1�\\t�{�i+ tj ._F._..x.�2:�'::1 11 \ l\1-Il; Lrwla.rwo.w.ro..,,m:..,ow.�aao.,r.,..o,.r.owa.ro:a�ro..,al.aavr.awry tt\ llllll 1 lJ .-1..1i 1 \ 1 ✓111t1 \ 1 "i T;_.7.L.._... 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MIT 1.... \ 11 T \ \ ,, -... 1 ♦ 1 I ♦ `-- J I 1 ( 1 t / / r nos,.awwuw.,<u..muumr,.,mvroru,enew.Mm+�nuouoasrvmw:a.>oraa� --on,••a•• wr.ea.Wtvu.vMwnl.waau.:v.r.v.Mr.ovauma,o,wurrn,vnuorwm �ll\1_ \\ o �\ >' >-._. ! �'-=\ 1 C.•.� y /J __:^I� i�� % -�� II(. / L-� 7J " \ �./ � •.- J ( LM �1alUut rrrOlt•1[Yr Wbw ralnWYrwY' YLw48ff0evwnR raMOCf Wlrlva/rnw.dAf r,.u..wur,..uraroY.s.rtav,no..®va,a s.rru 1..uc M,.ay.MY. .W�.wr®rrraawncuan vnru.ra ,a.vmw Wu.suu ros>Mamro srouwr o.arw vmra mrrwsays.aa®nar r.a. v�w�roeea®as.wmwaaar. umv:u ar w.v.,�aasxun¢umatwwww.r,�r�ww,n M axluav c.s:osla aos ca..r.o wa1 rulmLs<aLwo�..au,aaa ararnam rased ne.o oroo wuLr.oamvru varvrxcra.or.®w.naaraos.amn.nrL.a M na.L.u,mlr.w..utrluL remmrorrwurlreanooro-.w1.a...wc L� aun �:c Erna a rwar.ma. wlxr,eMnveneuamo.wn� �:� �,�ae�.��� serYlC.r10.6.,ruD'.�erbnlewas r pmuuer w A �mrY®nO,WO:{ara WM1u1�.aMI.srMvlly �_ w.warowra,.ro.:ar..,n1.e.a®..r.®�.o.v:.rr1...®::.:. � a)1\� fir.\.�.:s..\\i( `_-•.-�_// \, l S• � r. -J �� .-i � '` I�Fi ._.i, �� 1 u wror,uLrw.awr.wayser i ' 1) ! � 1 ♦ f ,.� .1 \ / /i' \ � � /\ M, •, .... ! � — •-"�i~..Lfl_, / � — ' _ �. - ' Al L..drso.®mew��mwcar:.ear,o.+.wow,a.osrr.ama.,mo.mr.uo,...muw.o;.s .u.mw.w. N.\ •� „ r'..._�..a.\------- ,..a.w.ec..wwu.ww L..w<usavomw..nwrrulmww.�o.n..w:am:.wc.o'::wwu.uarmror:wu.mvmu.wv i ` � , �f}i _ __ - t-•- _ i m uuwLao.resew,c..o�nrr..reu.m...arueuowrrvs�w mw•...,rraow -t�'"-� I _ .._. __`, _ _ _.. L c,w,. l_r-�\ �---. •-. ' ,.. .... v"._..fir i. ISSUED FOR F EROSION PREVENTION AND SEDIMENT CONTROL PLAN PERMITTING SCALE: I• = 120' MAY 12, 2011 0 120' 240' 8rnrc Cmrftp SWAM t% 55 Green Mountain Dr''we South Burlington VF U.S.A. 05403 Td 802.864.0223 F ., ax. 802.864.0165 ((ma�yy__ www.sl,ntec.com aantK cw#, Con i,, n,ll .eery old x respomlblo for all dimena:aa. DO NOT x,le be droving - -y coon omna:ona 0.11 be reported to f,, Go .'rho l dmoy. the Co R.ffe to on .1.. and dr ur,, ore tna pmperty of S1aMe,. Rewodwcti= m foe for any pwpor otner Nan tom ou[nonzed t• Stonla '¢ roAldden. Cerh lid Mort Reur►Tn By µBpd. Yr.MY DD slued By Aypd. WYY9D 10725-102.drg G.D.M. J.T.Y. J.T.Y. 11.0429 D;n. Chkd. Deg;. 1; . DD oertndSeel CITY OF SOUTH BL04J GTON US EPA STOP WATM DEMONSTR TM DRAW ORAWAORE•Ht ENTdE1:48373/901-0 SOIIft BYltptn, Vwmad me EROSION PREVENTION AND SEDIMENT CONTROL PLAN mjod ND. Scafe 19511am 1e=12Y a np Na Sheet ReAmon C-102 5 at 22 0 OVERLAP EDGES OF PARALLEL DROP INLET PROVIDE EXTRA FILTER FABRIC 2• BLANKETS WITH APPROXIMATELY WITHGRATE TO BE USED FOR FILTER EROSION CONTROL MAT OR 2' OVERLAP AND STAKE. BAG PLACED ON 6" SWIFT LADEN FABRIC REMOVAL TURF REINFORCEMENT MAT �I -4 - -� STAKE ALONG OVERLAP AT OF CRUSHED GRAVEL L 6" ' SLOPE INTERVALS 4 4 TOP OF SLOPE o 0 0 0 0 4 44 4 4 o 4 4 )6- SEDIMENT CONTA NME 4 4 ANCHOR FABRIC IN 6" FILTER BAG SEWN IN SPOUT CREATE SUMP TO COLLECT 4 4 1 DEEP BY 6" WIDE TRENCH MAINTENANCE AND STORE SEDIMENT 4 T AND STAKE AT 6' INTERVALS. BACKFILL AND COMPACT PUMPED SEDIMENT 1. CONTRACTOR TO CLEAN AFTER EVERY STORM. IF THE BARRIER BECOMES CLOGGED WITH SEDIMENT SO THAT 4 4 _9 r 4_ THE TRENCH AFTER STAKING. LADEN WATER IT NO LONGER ADEQUATELY PASSES FILTERED WATER, THE SEDIMENT SHALL BE REMOVED AND THE BARRIER 1 p SHALL BE REPLACED. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A PLACE BLANKETS END OVER MANNER THAT IT VALL NOT ERODE CARE SHALL BE USED WHEN REMOVING FABRIC. ANY SEDIMENT DEPOSITED STAKE OUTSIDE EDGES L - J END (SHINGLE STYLE) WITH IN CATCH BASIN DURING FABRIC REMOVAL SHALL BE REMOVED FROM CATCH BASIN AND DISPOSED OF. AT UMITS OF INSTALLATION APPROXIMATELY 4" OVERLAP. 2. THE FABRIC SHALL BE REMOVED WHEN THE DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED. A7 12" INTERVALS B6' URY END DEEP AND LOWER FABRIC o D STAKE AT 6" INTERVALS. PUMP DISCHARGE HOSE NOTE : STAKING PATTERNS SHALL FOLLOW MANUFACTURERS RECOMMENDATIONS. SECURED TO SPOUT CATCH BASIN INLET PROTECTION DETAIL MINIMUM SPACING 3' — 0" O.C. ACROSS FABRIC. NOT TO SCALE PUN EROSION CONTROL BLANKET— SLOPE DETAIL TEMPORARILY SEED NOT TO SCALE DISCHARGE FILTER BAG OR MULCH WATERS STOCKPILE EXCESS o' TOPSOIL SILT EXISTING EROSION -ERON CONTROL BLANKET, INSTALLED • .. FENCE GROUND AND STAPLED PER MANUFACTURER'S f- 2 MIN. SILT RECOMMENDATIONS 1 FENCE 6. e• allvtm paYa ........... ....... ........... .... 0 0 0 CONSTRUCTAROUND SHALLOW III -III -III -III -III -III -III -I i I-III-t i I -III -III -I TRENCH AROUND MOUND TOPSOIL STOCKPILE DETAIL �, 4*'—* ELEVATION NOT TO SCALE NOTES: 1. DISCHARGE WATER ONTO A GRASS LINE SWALE. GRASS FIELD OR INTO A UNDISTURBED r"t ��� SECONDARY SEDIMENT CONTAINMENT SYSTEM. VEGETATION 2. IF FILTER BAG IS PLACED ON A LEVEL PLANE CONSTRUCT A CONTAINMENT BERM AROUND BAG TO DIRECT DISCHARGE AWAY FROM CONSTRUCTION AREA. 3. BAG CONTENTS SHALL BE DISPOSED OF IN AN APPROVED AREA WHEN THE BAG IDIVERSION W ` CAN NO LONGER EFFECTIVELY FILTER SEDIMENT OR ALLOW FLOW TO PASS AT A tY REASONABLE RATE. �_ NOTFc' 1. TO BE USED ON SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER. 2. PREPARE SOIL INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED PRIOR TO INSTAWNG BLANKET SEDIMENT CONTAINMENT FILTER B A G DOZER TREADS EROSION CONTROL BLANKET— SWALE DETAIL NOT TO SCALE CREATE GROOVES NOT TO SCALE PERPENDICULAR TO SLOPE DIRECTION— UNVEGETATED SLOPES SHOULD BE TEMPORARILY SCARIFIED TO MINIMIZE RUNOFF VELOCITIES, CAN ALSO BE USED TO ANCHOR MULCH. BANK STABILIZATION DETAIL NOT TO SCALE 3� 2:1 SLOPE OR FLATTER (TYP. BOTH SIDES) ram' GRADE LINE �—�'CSTABILIZE AS REQUIRED DIVERSION BERM NOT TO SCALE 5' MIN. 8MAX. FENCE IC MATERIAL SECURELY FASTEN FABRIC MATERIAL TO POSTS. 1, PUCE THE END POST OF ONE FENCE INSIDE THE END POST WOOD OR STEEL POST COMPACTED BACKFILL OF THE OTHER FENCE. INCTAIIrn RFFDRF /MATERIAL EXISTING COMPACTING GRADE 2:1 MAX. SIDE MBACKFILL ATERIAL SLOPES FLOW 2, ROTATE BOTH POSTS AT LEAST 1 BO'IN A CLOCKWISE DIRECTION ' - TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL FLOW "o z FILL rI. z 3. DRIVE BOTH POSTS 12" INTO THE GROUND AND BURY THE FLAP IN THE TRENCH. STABILIZE AS REWIRED ` \ ATTACHING TWO SILT FENCES \ PLACE FABRIC MATERIAL IN A 6"K6" TRENCH WITH A "L" SHAPE, WHEN TRENCHING IS USED THEN BACKFILL AND COMPACT TEMPORARY DIVERSION SWALE THE SOIL NOT TO SCALE SEDIMENT FENCE NOT TO SCALE 50' MINIMUM A - LENGTH_ z 10' 0 H o za z 0 10' MIN. NOTES 1. ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARDS TRACKING PADS SHALL BE PIPED UNDER THE PAD, MAINTAINING POSITIVE DRAINAGE. WHEN THE PAD IS LOCATED AT THE HIGH SPOT AND HAS NO DRAINAGE TO CONVEY A PIPE VALL NOT BE NECESSARY. PIPE SHOULD BE SIZED ACCORDING TO THE AMOUNT OF RUNOFF TO BE CONVEYED, AS DIRECTED BY THE ENGINEER. A 8-0 MINIMUM SIZE WALL BE REQUIRED. 2. A VEHICLE TRACKING PAD SHALL BE LOCATED AT EVERY POINT WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES A CONSTRUCTION SITE. VEHICLES LEAVING THE SITE MUST TRAVEL OVER THE ENTIRE LENGTH OF THE PAD. FILL GEOTEXTILE FABRIC-/ v pUC ;GROUND MINIMUM 5' OF 2" - 3' AGGREGATE IF F OVER LENGTH AND WIDTH OF THE STRUCTURE A —A STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE CROSS CULVERT, AS DIRECTED BY . SEE NOTE 1. ISSUED FOR A PERMITTING D MAY 12, 2011 9ntRpBrvim kit \`M�� 55 Green Green Mountain Driveve South Burlington VT U.SA 05403 Td. 802.864.0223 FF- 802.864.0165 -- �I,aR slantec.cam Rmwmd The^C,,Iwct ah,Il verily and t,e rmponaibk for oil dire—i DO ROT xak U:e drm.ing - any — or omaa:.m shall be reported b Slant. r.th.t delay. Th. Copyrights to oil tl.Muns vnd eredngs are Ine pmpe of Slantee. Reprodue4an or m for any purpose diher than Wl aulnaez.d by Stontec u Iwtidden. Unsubtlis Upw NONE 1. GENERAL EROSION CONTROL NOTES, SPECIFICATIONS, AND DETAILS DEPICTED ON THIS DRAWING APPLY TO THE GOLF COURSE SWALE AND OAK CREEK VILLAGE STORMWATER IMPROVEMENTS ONLY. SEE DRAWING C-01 THRU C-04 FOR BUTLER,FARMS STREAMBANK STABILIZATION EROSION CONTROL NOTES, SPECIFICATIONS AND DETAILS. 1NY6n BY aapd. W,MY.DD sued By nppd. Y .MM.00 e 10725c-IW.dn G,D.M. J.T,M. J.T.Y, 11.04.29 D... Mkd. D.p. W.MM.DD 'ennitSeel CITY OF SOUTH BURIUIN TON US EPA STOF WATM DEMONSIRATMGRANT GRANT AGRimmeTT Ma&8323W.0 SaO1&Ift11131%Vamad EROSION PREVENTION AND SEDIMENT CONTROL DETAILS & NOTES sect No. Slate 195110M AS NOTED mi ND 8 C-103 6 of 22 0 / C,OLE C RSE SWALE, \ / ' SEE -DRAWN 107 FOR /'/ /.PROPOSED ACCESS EASEMENT FOR CONSTRUCTION �/ / TM%I L'SFCj'I\QI4, / �\ 1 i`i \\ !' \` --- ' / / AND NTENANCE.. FUTURE AC ESS4D--SWATF/ / I / \ � _--/ / i � / I LJMIFOFDI5il169itNC��f•YP.)-\ / i I FOR MAINTENANCE--14lLL BE ACgOS�S THIS AREA. - ..._ A / ...-• '� /'�__-- '/- -/i-- /' 1/i / // / \ �_" \GRAD�AS SHOWW 1° '/ - TO DISP03E-DF /!%//��\ \\1 1 •-- \\\� _i - _ � _J / /�J �\,-. /' ..- •-: / � ---„^9. /l../'_� � /// /�L-� �__ _`Dc�E�sMAream�%ii/ , j ill ` `\I\I\1t /- '�\ 1 20'PEAMAN f JI ----�/ ... 1�/ J M t EASEMENT C90ERED -��-ON SWALE BOTTOM 00 O 77 rr r�-ri rr rrr r r r r r r / J \ / ,,ter r r r /r! r -✓ r r / r,r r. p - C -- / N: 704873.3103 _,- rr /r /r rr �r /r rr r/ // rr rr Ar /r '`r�' - �--�F:�68426.9556 �s � / r / / � r r t / r r r r r r r / ' � � `�� � /, Yrr rrr rrr rrrr rri ��i �r rrr rri rr/ rrr rrr rr rrr /��rr fir rr rrrr _ !' /'/ // l i t L3 — � �/"� �•. '' / �r�r rrr /rr rrr /rr /r rr rL���/ � ._ \ <c, rrr IJ/ _ / rr r\ l . ' % /`' CONSTRUCTIOEL EASEMENTQ /,---.-i J /� -/ /FOR STAGIN MATER IXISTING 20' WIDE RE[CREATON I\-� 1 / PAr .FaSEMEM.vOR / ' -- ' /l /— r'' I J STO��cE A JI' `0f - / / FROM EDGE 01 EASEMENT, OFFSET 10%' \ % _ / 7 SOUTH 9URLINGTON �-/� J FROM EDGE OF '6ROPOSED GRADINJC/ �PRQP0 �ED ACqq'SS EASEMENT g6R - I -_ / CON3'TRUOION OF SWALFj AND OMIT OF DISTURB-ANGE-(irP.) / FUTURE SWALE MAINTENANCE f, •-'\ /'/ l /1 �\ ACROSS RECREATON PATH SWALE PLAN SCALE: 1" = 40' 7VV+VO 101+00 102+00 103+00 104+00 105+00 106+00 43 107+00 108+00 30 o I oa o PM STA=101+28.50 PIA ELEV=413.31 Di - LU - K=425 LVC=100,00' HIGH POINT ELEV =100+78,50 HIGH POINT STA=413.97 420-- .. .._._...... ... E=0.03' ... ... ....... . ..........._ .._.....,...... ............. _........ ..,... PVI STA=.104.+.13.OD_... upi m upi n PVI ELEV=408.89 ... .... .. ...._...__ _........... ..-... ... ...... ................ .. . i......._..- . ..... ........ ._ 20 pd ri ro of ! K=60 + a ',. + a LVC=100.00' Lj HIGH POINT ELEV.=103+63.00 m HIGH POINT STA=409.66 _ m 5 W EXISTING GROUND O m O N ! M p Ivl + O 113 —1.56$ Gi m vi w - 41 ....BEGIN 6i NEW GRASS ........ _.... .. ......__- :... ...._... _._PVf STA=107105.00 ._.__.. 10 SWALE. MATCH - PVI ELEV-399.47 EXISTING GRADE. SEE K=38 DRAWING C-107 FOR CENTER OF SWALE - LVC;100.00' TYPICAL SECTIONS. LOW POINT: ELEV. 399.17 LOW POINT STA.=107+55.00 E=0.33' -'323g o 0 o n 0 + Do + M o W 40 --.__. .............. ..._. _. __.... -400 M gl o a ao 39 100+00 10t+00 1OtOl) 103+00 104+00 105+00 106+00 107+00 390 108+OD SWALE CENTERLINE PROFILE SCALE: HORZ. 1" = 40' VERT. 1" = 4' 8' 4 0 40" 80' G 55 Green Mountoin Dr'rve Z South Burlington VT U.S.A. 05403 Td. 802.864.0223 Fox 802.864.0165 -cc�--� - -- �71AntK w—stontec.com ISSUED FOR PERMITTING MAY 12, 2011 OWWRIIIIMd The Cpntroclor ho11 verify and be-poneible for all dimensions. DO NOT scale the Crowing — -1 errors omissions shall be reported to atantec without del, . The to righte to II designs old dr—'n s are the property of Stanlso. Reproduction or use for mq purpose other than thdt Y. outhedzed by Stontec 4 forbidden. Conwlfents Lp w Nft REFER TO SHEET C-107 FOR TYPICAL SWALE SECTIONS AND LAYOUT DETAILS. BY Appd. Yy.Mid.DD Issued —By Apyd. YY.MM.DD Nle No.,, lW2Sc—I04.dsy GD.M. J.T,Y, J.LAI 11.01.29 Dwn. Chkd. Dsgn, YY.MM.DD Permt-Seel QlentlPr*c! City OF SOUM SlI tHlrON US EPA STORNWATM DEmoNSTRATION GRANT GRANT-0 Souh &KOVINk Varmotd rue GOLF COURSE SWALE SWALE PLAN AND PROFILE STA 100+00 — STA. 108+00 Nect No. Scale - 195110725 AS NOTED Drawing N. Sheet Hevlslon C-104 7 of 22 0 —\ — -- NEW GO COURSE SWALE— I f 1 i DRA4ANG C—W2. FAR TYPICAL SECTION$ \ 20' PERMANENT `I \ \ —mil :ON CTIOW EASEMENT, - ETFi OM EDGE '��� r`\ \------------- f PROPOSED; GRADING I ( / � I 1 I I \ \ \tt / SWALE PLAN SCALE: 1" = 40' SWALE CENTERLINE PROFILE SCALE: HORZ 1" = 40' VERT. 1" = 4' M M 380 $ 116+00 � 4' 0 40' 80' 0 W \� 9W�C IQ Ahr. 55 Green Mountain Drive South BurlingtonU.S.A. Vf U.S. 05403 Td. 802,864.0223 Fax 802.864.0165 wstanteccpm StantK nl�moto, hall reify cnd be mponalbb for an dimeneroro. DO NOT xall. the drawing - any error amiaaiona shall be reported teb Stanc ilhout dda . I}ie Capyrigh6 to II designs rM drawings HK props o1 are S[antec. Reproduction o e for ony purpose otMr thou that ouMadeed by St -tee is e`bldden. ISSUED FOR PERMITTING MAY 12, 2011 CDtlsullants Land Nolr REFER TO SHEET C-107 FOR TYPICAL SWALE SECTIONS AND LAYOUT DETAILS. BMist By ApDd. YY.YM.DD Issued By Aped. W.M..DD Fle No., 1o725p—IQS.dwp G.D.Y. J.T.Y.ItA4.29 Own. Chkd. Dayn, YY.MM.DD Pe nk-seel CRY OF SOUTH BIAtAKiTDN US EPA STOFa MIATER DEMONSWTIMORANT ORANTAITi80t-0 South Bu*vb% Vermont Tie GOLF COURSE SWALE SWALE PLAN AND PROFILE STA 108+00 - STA.116+00 Pr*ctNo. scale _. 19511MZ AS NOTED l mft NO. Shoe( t�9MSi0r1 C-105 8 a(22 0 20 EASEI m r— m D 0 Z `CS SWALE PLAN SCALE: 1" = 40' SWALE CENTERLINE PROFILE SCALE: HORZ. 1' = 40' PERT. 1= 4' / ...._ _..... NEW GOLF COURSE SWALE. DRAWING C-107 FOR YPI TCAL SECTIONS —J1 i1 LIMIT OF DISTURBANCE (TPP.) / \ 1\II END NEW GRASS SWALE. MATCH EXISTING GRADE. m� 8' m M ' � J 370 124+66 � 4 0 0 ISSUED FOR PERMITTING MAY 12, 2011 BYM�aCogBbp8rMaHna 55 Green Mountain DrivE South Burlington VT U.S.A. 05403 Tel. 802.664.0223 FF- 802.864.0165 XQ� stontec.rnm * The Conttrrocto�r shall vefy end be m,00nsible for all dimensioro. DO NOT scale the do wing -any errors or omissions shall be reported b Stontec without dela . The Copyrights fo II designs and dyN. are the property of 5[antec. Reprotluction or se rar a.vny puryose other man Drat uumaneea by Stantea a fortidden. CDlsunanb Low NaW REFER TO SHEET C-107 FOR TYPICAL SWALE SECTIONS AND LAYOUT DETAILS. R, , b By APO. YY.MM.DD IIssued —By rope. yy.MM.Do 1 Fne Name: 107=-1011.dsq G.D.M. J.T.M. J.T.M. 11.04.29 Own. 71d. o,n. 17 MMAD Dlienwmod CITY OF SOM BURLINGTON LIS EPAS70RIAWATER DEMONSTRATION GRANT GRUNT AEJ REB@IT OEM43'234M-o SaAh 4 VNII1011M GOLF COURSE SWALE SWALE PLAN AND PROFILE STA. 116+00-STA.124+66 R*dNa. Stab 195110725 AS NOTED o Na s Revision ,106 9 at 22 0 Line Table: Alignments UreA Dire Wen Sort Point End Wnt L1 12583 N20611ww rl 70:9733 (1466422.23.705002 L2 27281 N20364L.32"E 1456453 7051%4 f14692i�:43705451 L3 27.78. N725913.38"E 11466S8199705481" (1466608-m54911V L4 45189 N52749.85'W (1466FA354,705542 g1§gT 705494.5M LS 56875 N5425427W 146B99.K705664 1456533.29,70%64 US 33130 H390912$"E i 7Cb773 14%7rAAI 707030BSL L7 7711 SB611i7A2"E 146688854,707058. 146SS. 7070SL22 Line Table: Alignments U-4 L-1,01 Nadiv Tan Cnnrd ChadDireWon D2ita Stan ftim(N,E. E-,dpd,K.NE. CenrarFDint(N;4 Cl 39A23 . SOOM 10DAR 1%93 N7250'1339T 224Z54" (705=05, 14%4222 7051%. 146SCIM (71D5024.411466921.8 C2 45.5 SO-OD 24.51 44 171Ml 521932" 19 95BCj, C3 6833 0.0 4D. 6114 N420364L3E 7a180B 170549DA3,1456 S 777�,00J'156556a5197339974....422if3Si;,,.i1:344446E6%b6665B59%87234.a5? C4 3B D Z19 4a N20712AM 01504' (177770D005565445T947a1612..3.9867544,,,111]A444ffiE%b66s�6559943951. C 17.7 6.93 11-449 N54Z5425W 445Z 446b65S3e {177700G5%59496544L..51. 5Q 1 C6 38.75 68a5 NA �'1265"E 5438'S0" 70N3D9514%775A 7D7U58.33,14fcg3g54� 7D69�.49,1456B33.ST BOTTOM AND SIDES OF CRASS SWALE TO BE LINED " S75 NORTH AMERICAN GREEN EROSION CONTROL BLANKET (BIODEGRADABLE) 4" TOPSOIL �1 GAMMON BOTESL �l0(SRNG GROUND I. GRASS LINED SWALES ARE TO BE USED EVERYWHERE UNLESS INDICATED OTHERWISE. 2 TEMPORARY STONE CHECK DAMS TO BE INSTALLED AT ALL PIPE INLETS. TYPICAL GRASS SWALE DETAIL NOT TO SCALE INSTALL 4" OF TOPSOIL, 9.0' 4.0' SEED AND STABILIZE WITH S75 NORTH AMERICAN GREEN EROSION CONTROL BLANKET 1 1 INSTALL 4" OF TOPSOIL. SEED AND MULCH EXTEND TO 1 1 EXTEND TO EXTEND TO EXISTING GRADE 1-3-0o EXISTING GRADE EXISTING GRADE SWALE SECTION STA. 100+000-104+00 & 106+00-107+00 SCALE: NTS INSTALL 4" OF TOPSOIL, SEED AND STABILIZE WITH S75 NORTH AMERICAN GREEN EROSION CONTROL BLANKET EXTEND TO EXISTING GRADE INSTALL 4" OF TOPSOIL, SEED AND MULCH EXTEND TO EXISTING GRADE SWALE SECTION STA. 104+00-106+00 SCALE: NTS INSTALL 4" OF TOPSOIL, SEED AND STABILIZE WITH S75 NORTH AMERICAN GREEN EROSION CONTROL BLANKET EXTEND TO EXISTING 1 7 GRADE (71P.) I g.0• I SWALE SECTION STA. 107+00-124+42+ SCALE: NTS GRADE AS SHOWN ON PLAN TO DISPOSE OF EXCESS MATERIAL ISSUED FOR PERMITTING MAY 12, 2011 slwADcm.untpsDI� 55 Green Mountain Dnve %Irk South Budington VT U.S.A. 05405 id. 802.664.0223 F- 802.864.0165 wx.stdntecmm sw� ,. L1WAXRewlwd IDe Conlrador shall verily and be rnporsbk Tor d dimen. DO Nor soh the d_II -any .non a omo i— snon be repP u, stonlec dmool aNPy. Tn. CapyrynLs to all design. are We dy R,d pT th,,pmmty t lath . Reprodt.4an P use fa my purpose other Iran Dip1 oomn"eee by sm,dec i. 1—bid., CD1suRenb LOW Ndo Raleloa By ApN- YY.MM.DD Issued BY APPd. n'.Mu.DD Fde Nome: 10725e-107.dn CA.M. J.T.Y. J.T.M. 11.04.19 Den. Cnkd, Dsgn. YY.MM.DD PertNLRSeeI L,wm)lw CITY OF SOUTH Blk>LNQTDN US EPA STORMWATM DEM0N9WTION ORANT GRMTTAGF033MT#EM8323W-0 SDNRI &dhaa4 Vaned Tie GOLF COURSE SWALE CONSTRUCTION LAYOUT DATA AND SECTIONS I'1oJedNO Sore 195110725 AS NOTED DwA vNo Sheel fusion C-107 10 Dr 22 0 't1`Ilt�t(\((,\\ \ \\ l "•.') , 1 ..1 (\ 1 yj l v V / I \/) l � I \ I 30' HDPE F ED END SECi16N 30 FiPPE FLARE/O�EN.20+0TION I / / i' /♦,/ 81Mi�00011�I Ti�n10M NIG I \\\ \\\ \ \ I 1 \ STA:20+OD.QO E 1467174.51 / ( CO NEC 24"•' / TH NEW SECTION ! / / / 55 Green Mountain Drive ,STOR,�^� / 1 ' / r /r / / E E/AND ,24" rL�lo TRANSTJOM CObHIJN('a_ / � // \/ // 'T moo.-..... .. �. \ - - \l Burlington Vf U.S.A. 03 �d} / South B lin ton \ j1j1 f \�/�rty�'D I _ 1 M, \ i RIM TOd.4 802.864.0223 . 3e..ex RIM I 3 384. -i •t \`/<Ei� , t l( smN'- \ ENV. IN =364.8724-•ENE)^---`-- \ \/ / / 4%/ F-802.864.0165 (,,(lr I\:;\1`I T1/ d ._� - JV , INV.O �78:630" S(ti ,-\ `I' _`- _ / �,,/ / ; / Zo c 1,t --(antmcom Stantn SD 1 11(•�p\)tJlll'�I!IIII; I ♦l \u I r J i m 111\1II)LT II I' II 'TINT Y�� (r - 1 I s -rCW)O ltRI1rLd of 30' HDPE O 0.77% 1 i `- / / o m, c.mradar sn.n ".r _ • �� NOi scale tnc mWfl ry and be r nalbk for all di-Im n. DO J / / I / III I/tt1(\� ~ I I' )'-. i \ // _ / ^ ` \ \ REMOVE EXISi�G 24 RM PIPE /' // I / Slant...;mwt delar9 -any e,.or, om;,ana >wWl be raPon.d to pyr'gnM to all daps d dn:N / 9ns an ngs are me Pmperty of 1 I( / �11 ♦� !_L! (` / / -REMOVE MlC?` RECO STRUCT EX ! �' ° firn�.a sfa.es ra.aaxn. I 1 I 1 1 v. sia r - C SI EWALK IF - \ - stamec. R.Producikn a ou ra any Pura- oIn., man mm 1,`r(' �PE O 0.3(> \ SEE DRAWN G�C-501 F IDETAIL ` \\ // !` ! / \ Cl1T EXISTING STORM DRAIN AND on L I Il y i r 1 / / \ ( \ 1 / \ 1 \ \ \ / r / fp CONNECT INTO DMH #1 WITH 10 /`� ( LF of 18' HbPE O 3. 9%I I l 1 1 \/ // / / / DMH jl1 \ LF OF 6" SCH. 40 PVC - Ji%/i y i , 11141 (I 1- _ /� / " 20+69.63 \ ;'c.°ta• / \ _'' t\ J \ -1 L' / / %�/� 'b g• \ ,7120.4 � � .y0�� /i//\\ � \ \�o/ � \�\\E 1 � l r�11-lJll��'��ll 1 THS�H :...J J /z°•FA on \\\ 1 - ./ \ \\ hpl�! 1 ( I ..� i .�I { MILL POND LONE - 1 tlifgl!/;III i' i ♦ \ ♦ - s - �` s s \ s i �'� IS, LF of 30' • `0.50 / \ w ( \ _ /` -� EXISTING 6' CUT EXISTING 6' STORM (PAYMENT FOR / / 1 / STORM DRAIN DRAIN AND INSTALL NEW ^ .. DMH 2 / \ Poy - aezl / r / .:. \t\\(Do. E \ T .QAK •C �,� STA22+31.06 ' \ '^'. • 0°o.z ! ;/� \ CLEANOIIT \ \ \ l 3 N 707023.47 / / / ,,/ ,J TEMPO / 1 1 / I 1 / DETAIL \ \ � \ \ E 'U67301 ,p' /- R 1 q(y - �e RO TION .) \ ( 1 I 1 I \\\\'��\\, SCALE 1' - 10' NOTE' \ 83 jF M"7y4G. HDPE-60.50% _ ! '�. • 1 I 1 -� 0 10' 20' CONTRACTOR TO VERIFY DEPTH OF I \A REMOVE RE LA I y/ / I \ �1 ! I \ i EXISTING 6- STORM APE PRIOR TO e CONCREi URB IFcDISTURBED / \ / 1 CONSTRUCTING DMH 1. DR;,W q,1 DMH 3 \ L \ _ ( \\\\I\\\ \ \I14b727 .11 \ J \\\ \ \ \ PROTTiYR�� \ �(- - \\�(\\ \ \ .mil\\I\ (\� / \sn ��,`�...I•._. 2' \\� L r!� `---1 /1 /� 1 1 ! �_ 1 // / I REMOVE AND REPAVE . �` \ - L l I ♦ / ._.a \ \ \ \ \\ \ I \ \ i t APRON -IF - DISTURBED (TYP.); S .r > l �_ ( \ \ \ \ 1 I �NG G-561 FOR DETAIL - - - - - - -"+_-::5.- - - 11 �-•----- �� 190 LF of 24- HDPE � 0.50% UTIU7-i EXISTING1- \ NZACC SEE, <J• 1'! i `� \ ,..,/�/�.50� i I I I r I DO WINO C-11 FOR DET}IIL //` \\\ //- -_\__/ „ r�-� ////- _,'a__ `\J \`.. \ fr.-1 REM(1VE A� 11!!a'LACE 0111, -/ / b 1 STA:25+11.92 ( I / \ \ / / - I - - - - - - 467303.31 I / / 2i � 18" DI / / FpCI NGI B' ORM /' �' vJ _ IIQSTALL T£fAPORi1RY INLET 1 / 1 / / 1 I 1 _ /' ); ( 1 \ AW TO EMAIPo� i Z7 ofT 'Fi w a, ! < \ _ EE ���� \ 25'k61.34 M / O�ISTRUCT{46721 il.p, 4 e r /, ry I ( \ / ! f I I \ \\ \ 1 \ N 7067�0.94- / 1 J EX NG C CR .DICAP ^ \ a�l\ \ ` >\ I BE , `c° \ _ E �NSi 9 Tf RAHIG INL \ \ -J //(\ \ IN�rp1 �CRARYINLET- 9%iNv. - a» ^\\\\` ♦ asso@ROTE ONE P:f i - PRION P. �,' S MOS LEN IANE ! - 9\ M \�' '+\ `' L 5 FL FM B'({,. M°SS GLEN LANE - '�1 --� �. J`\+ 9 \\\ / _ 5 + \ fw* 30 �' FM esrar�--i-EMS \ - - _,G--� - •.,/ / -- - _-. - so \\, _ , • so 9 0 3131-00 \ s 28 +D FM s \ _ _ BEAPO... 0 r Si..-s 1 \,.1d9� ECT ((Yp.) 1 it EXISfANG CB /%�- `\ \ a� `\ 1R®.A - •wyu IXI5T9 G {2' ORM PIKE -TO /- \ / CORE NEW ORIFlL✓E Ihl 10 0\ �,• ,l ('r'1 `., mM _aea. .3xe.p-�' ya '\ n 1 I ( l \ \\ l l\ .- I navll- na. \ '8E R r D D \ _ J I EXISTING STRUC}'JRE{' / n 1 1 ,M, a P.zad I E STING CB E B l t ! \ I ��� ^� INV. EL 382.7E REMOVED AN EP vlr ARcx \\ t F\ \1 1 - 3e3.x I \ I ! M _ INLET / N TEMP H I I f EXISTING 1 ' ISTO A� PIPE TO BE 3ei:p 1 \\4+ I / 23 LF o 8" D� / - I ("'d - °x`» �, IS ING CB 1D I 1 I"v' - ' \ _ t) ( ` \ D- I ( DON �Ac BOTH �7Re5. ay 1 II\ \ cow, aA� Mv. _ 3x / 1 ���{{,qq,, # / \ d , 1 `PRO CTI N P.) // \\ I _ _ •\ Al 0 INLET I I """A� �4R NEW ORIFICE 182 LF } 15' H E 0.5 0 0.50X \m• onAx Ij\I �\ coxcj w/ ev�1xzl 1 N ( ) / I I \\ a I•IJ, / ! - / - / .. �§ 1�� ✓, / / I . N Ixv.�vo.m / )INV. EL = 381.49 \ - �1 1 JCTA.25 88.19 L -rnNc cB srRucJuRt s -ro \ I I \ \ - C \` \ 706 4.19 B 'R MOVED AND'REPLAGIE st !! s \\ / szip 1467 -yt•.%vve' \\ \ / ♦\ / , 1 1 1 ` 11 I -� l rJ 1- I _4 ..g:,--�/ -aTx \ ....air:._.... ray.' 3e,.ee /\ \ ! I -�i- \� �\`7- c.P•-- - _ = I - ` �=mv==ie,P'..°cz- _..__'_/v! / // L l \ I I � I � � t�. 1 ln\ / `� ,�.:•�'�..�V - �-LL_�-- 1 . v/J1�' �=5�::: �...:_-^� � sG'��:�`� _-=�37�°-\r�`��T�- // \ T = =J � _ _ _ � - 1 � = rY? - = 'L�- -� L- _ - = 1'-- I 1 ` � 3 +58.94 J J 1 � / ' YY RN ('\=2�--^ter ---_-� .-, zo•baNxwE ^.N 7.0 :t2 1 _ r �'!11/n \ ( II _ J p'dauwc[-- ....s;'r-'-� 1 G�f,�"` '"` � \ I I114; •trl4. \ ,�J '- `\ / ,xie.>3 �l � �LMeN, � / \ we PRC-' E 1466052.65 SEE /DfYA I1�2 F J w. s- l �1 J ^-bMH 7-�l \\\ .♦ / \ \I R I __ I -1 J 1"' E:, \ - 1 IN I� J \ f --� - ''L - \ I WE7 P llr,,' ,vi -c-- zsTJ(:35+31.53 \ \ 1 69 LF of tv5' nvPE/ O fl.SD�'~ \ ' /-_' f112' HD010.6OX1, 315 0 118- H BE 0.63% 'I/ 1 `1 I ! 'l0 `\/ /- ` 22 LF of 15 HDdT\ O 0. %Poy � 'f I I Fpwcc+�xc ` / ( I ♦ 1 mxc nve m. a/s., (II 1 9, / CAR 'EXl ( - IT _ ae..,3 l ®1\ / �PLtiG-H0 �1 \ CPo E NEW R�tVRIEt} Sa I I _ - )CAP STING P[ D \ 116 UC�lRE I T / c-9- •8. I )\11 I \ STRU F xv.-w.0 11" L 1 \ \ / c Jl t\ axv.12 I ixvM� ana ` ( \ PLUG E IN i `��• 364/34 1 I \ J l \• / '^ I . -\ x7 .. \ , STR lLl1 _ a!Wc ` - STALL TEMPORARY` INLET / ! _,e'•Rve / �I F >;c MO55 GLEN LANE.T�XISTING \' STORM WIN I ABANDO CW !k _ �� _ -' s w Lv x^ w sD e• / /,ie _._._ r:; / IXI\ •CB #1 INLET ♦`` . w - STA r TEMPO �I - / / .M • 3e4 \ CO NEW-09IP1C 1 ---- _ ^ GORE._D81LL 1lEW 0LE N\l! PRfjT ^TION -^ RY II v ! I` NG STRU I 1TT i ` , r / ` \ / / EXISTNGcir.�l",.C.�ai,_ 384 \ ( - ®� ♦ II -. �79. 5 \i S { 1' - / /- `. \ 1 c.Acra uNG ..3ezP / - - / 1 TEMPO RY I / / R RI \ J ( I / `' P ACTION I 1 1 \ 1 NG UCTUR \ J 3x5.a6 / I I `l1,\\ daa .z z u IsrM mv.. 3n.zz / / e NV. 1= 381.25 I - \ 1 my I, 3ed37 .FAR a I / t \ \_ G ` 1 (\ ' '\3/° \ `. 1 \ I I / `, ^ ^ _11; 11 ( I , ISSUED FOR STORMWATER COLLECTION SYSTEM PLAN D SD' PERMITTING SCALE: 1 - 50' MAY 12, 2011 t1EY� 1. SEE DRAWING C-109 FOR STORM DRAIN PROFILES. 2. SEE DRAWING C-110 FOR NEW WET EXTENDED DETENTION POND g2 GRADING PLAN. 3. CONTRACTOR SHALL REPLACE ALL EXISTING CURB. SIDEWALK, DRIVEWAY APRONS, HANDICAP RAMPS, AND INCIDENTAL TOPOGRAPHIC FEATURES DISTURBED DURING CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING DRAINAGE STRUCTURES PRIOR TO CONSTRUCTING ALL NEW STRUCTURES. TYrYlo11 By APPd. Yy.MM.DD bell ey Appd. W.MM.60 File Name: 10725c-tOl.dn G.D.M. J.T.M. J.T.M. 11A4.21 D... Chk Dag.. WMM.DD QTY OF SOUTH BUIRLINIGTON (IS EPASTORNWATER DEMONSTIRl GpANT GRANTA13R1EEM1EN`T#E 4832949D1-0 So* B1ri ioN VAR ont Tie OAK CREETC VILLAGE STORMWATER IMPROVEMENTS WET EXTENDED DETENTION POND #2 STORMWATER COLLECTION SYSTEM PLAN RDJed No. scale 195110725 AS NOTED DIv%wg No. Sheol L2eLllion C-108 11 of 22 0 20 4 DO 21 iDO 22 DO Nw z nv �to� vgo �i N m ii l:n^ •coma "> �flw a,n MM^^ "> +Im:M � � �NrIZ O +�"1n NN 39 ......._ _.._....-o .¢........ --.0 — O �........ .. _ ..... ..... .... o m r z 30" HDPE O 0.50% 24' HDPE INV. EL. _ 377.14 ...:. 30" HDPE 0 0.30% 37 tOO 20 00 21 v N N ^mcaN n 0. CB 7 STA 25+11.92 N N 00 n ,pjn s RIM 383.0i INV: OUT 380.06 15- (NE) o'. o' +n M n ti aNrmlZ?O Z>> x EXISTING B- SEWER STATION STORM DRAIN PROFILE SCALE: 1- - 50' HORZ. 1" = 5" VERT. CS B STA 25+61.34 RIM 383.3t EXISTING CB 10 INV IN 360.17 18" (5) STA 28+27.67 INV OUT 380.17 18' (V� RIM 384.9f INV IN 381.49 18' INV OUT 381.49 18' .. ..._.. ....... ........g6..9. ................ .�.......... _. ___. ......... ................. _...,...._ 90 STA 25+88.19 -RIM 383.2± INV IN 380.30 18- (E) z INV OUT 380.30 le (N) O — Q 1 _ .— _ _ _ 18" DI O 0.50X W 380 18' DI O 0.50% 18" DI O0.50% (2) EXISTNG 8' wvL :SEWER CROSSINGS ' "T' I 1--I I 3D� I I I 3�O I I I 3— 2tOO I I 1 33TOO I 34100 0 00 a - mo29i1� ^ +9..i,SIADMH 5 R5 RIM 3892* 8 RIM 389.2twt INV IN 382.86 15" (N)WV OUT 382.86 15- (W) ....."'_-'—.. ........ ....._ L 15" HDPE O 0.50% 15" HDPE O 0.50% Ezi�wc Ir,' 15" HDPE O 0.47% 15' -- . n St PVC STATION STORM DRAIN PROFILE SCALE: 1- - 50' HORT I. - 5" VERT. DMH 7 STA 35+31.53 RIM 388.8d: INV IN 3B4.15 15- (S) INV IN 384.15 12- (SE) INV OUT 384.15 15- (N) EXISTING CB 12 STA 35+57.97 RIM 388.4f INV OUT 384.29 15- (N) z O Q W z O >Q J W INV. EL - 377.1 STATION STORM DRAIN PROFILE SCALE: 1- - 50' HORZ. 1- = 5" VERT. ISSUED FOR PERMITTING MAY 12, 2011 Drioeerl� 55 Green Mountain Drive 55 Green Mountain South Burlington Vr U.S.A. 05403 Tel. 802.864.0223 Fox 802.864.0165 wwr.stontec.com /�..yyna� ripe Conhall verify end be msponeible for all d'meneroro. DO NOT --- the drawing - -ff errors or omesone ehnll be reported I. SWM., wthwt delay ..1 dr p. s nleReho01 drawings are tM prep dy of e �a Owned by Stontec is farbdden WNoee othx Ikon tYwf Cons tints Lgeed ■ N" By Mpd. Yy.MM.00 helled By Mpd. W.uM.DD File Nam, 10725p-109.dwg G.O.M. J.T.M. J.T.M. 11A1.29 prn. CNIo< Dsgn. ri.YY.DY Petmt-W CRY OF SOUTH BURLINGTON US EPA STORMWATER DEMONSiRAT10N ORANT GRANT AOREH@f T #EM4323W-0 SoDh Rx*Q R vwnlad Tie OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WET EXTENDED DETENTION POND #2 STORMWATER COLLECTION SYSTEM PROFILES ftjw No. scale 105110M AS NOTED UarigNo. Sheet p"isim C-109 12 of 22 0 j I 7,,n \yyy ''' \� \ �'Fj21BOjfAkY OF• POTASH BRO00I I \1 \\ 0 1 1 IF (WIDE SAFETY ((BENCH I I 1 1 / /I-`��� 11511 WIDd AQ0f c rErlcH--1. I 1 WET y4.XIIErylt,7E1D ,t..,�Ix_NTAO�d POND\\ \ i i HOYTf�A� EL D✓. I/1I \`\\ -J I II I I I 11 I \ \\ PRI MiRt ONO 6Y�T R' SpFACE � I I IlII L lm377�. \ I!I I / Ili I I ylvk4VAR(LIIENMB II I I 11 `I`—EINCYI SP14LWA�)i i ELEY.1 = 13 5 4'\I 11 r/ I I TII'WEI I ISTb I JA�JI�I CIET4`f MAIN R 5�2'\ 111 \4EOR\ \1 \ \ ! ,l I I ,\ l /till I I f ANSTft sp EE O�w I pr, ^S R�y�jl qIL/ / / �-�-J_ J�II �\ \ 24- RbP..I..1LLLLOUTLET�� - `RIPE (II ��� / 1 TINY IN 3 lrry - )tts- 1 1 GONCREfE . 377.1 SEE / AIL ON DRAWING C-I11¢ \ TYPE I STONE FILL 5P \ B SLOPE PROTECTION I \ \ (10'W C-111 x 8' LONG). LaiI I d g+ 1 1 r I — � n / I INV`(i(ff1•`y 376.00�` I/lli i!1(� / ! I! INqALL OUTLET STRUCTURE MpD_OCAT,ON. l I 1 1 1 1 I I l CONNECT TO PON9 OUTLET. PRECAST CONCRETE i, / I tI I I t• OUTLET STRUCTURE, SEE I I ( I I I \\ DC RAWING ' 1.1DETFOR r \ 5° •' / INV. - 37as3 C\ \ / / ) O CIA REFER WSHEE tONTINUATIO1 C / T TEMPORARY 24' STORM DRAIN, SUPPORT AS REQUIRED WHILE GRADIN9 POND. -14' WIDE D E GATE l _ - \\�\\`I\ �• \\ INV. 12' WIDE GRAVEL "SH CEDAR FHOUT \ \ ACCESS ROAD (TYP.) \ `%. l \ �r \ RI.QI. FENCE WITHOUT \ \\ SEE DRAWING C-501 \ •ie \ \ \ tkED'WIRE MESH. SEE, \ \ FOR DETAIL QfbkW14% C-W1 FOR `RETAIL \\ \ ��/1 \�\\� `� �:\`Z'_ ��\ •c iLT,Fia(cE (Tra.� \ \1 \\ �a ; . \ 1 MATCH LINE SEE THIS SHEET LOD i ,____/ STAG fC AREA- INST yy I FIAT FENCE AROUw I ! CONCRETE CABLE MAT \ �I 1 N SYSTEM IN FOREBAY. \ SEE DETAIL ON _ / I DRAWING C-111 -T4' HIGHRCEDAR I CONNECT yPO Y I \ SPLIAIL SAFETY �O / \ RM IP T UCTUAE FENCE (TYP.) /� // I QfUTLEj� 0 FITTINOb / 8 N P P AS EQUIRED \\/ \ - F0,2EQAY.' BOTTOM 1 88EEVV - 373.0 A ' INSTALL TEMPORARY GRATE ON _111� MANHOLE REPLACE WITH FRAME - _ - _ SS. NC REMOVAL OF S�3j8 � �--' ` gN� / TEMPORARY BYPASS- - - — / I rl.? D SD SD \ J /✓ /i-� 5a •L DMH #S. SEE DRAWING C-108 FOR DETA&- ] JO" HOPE INV. OUT 378.QQ_ _ INSTALL/TEMPORAVDIVERSION _ 'BERM OR SWALE TO DIVERT RUNOFF TO NEW STRUCTURE RESTORE TO 30' HOPE INV. = 377.1 ` \ ' ORIGINAL CONDITION FOLLOWING 380 ' ��' p CONSTRUCTION. TEMPORARY 24' INSTALL TYPE I STONE FILL (5•W x 1251) ' e C STORM DRAIN. \ \ ALONG EXISTING SWALE. SEE DRAWING C-502 FOR DETAIL. 30' HOPE INV. 7�377.1 12' WIDE GRAVEL ACCESS ROAD TO. FOREBAY \\\ \\ \ \ f GRADING PLAN SCALE: 1• = 20 0 20 40' 37 WIDE EARTHEN BERM. TOP ELEV. - 37" / r urv.13mo �INS�ALL TEMPORNN MANHOLE DI NECT TO EXIST NG 24" STORM I ` I DMH /1 SEA DRAWING `\ \\ , I C-108 FORT DETAIL 1 HDPE INV. OUT = 377.7.31 \ \ MATCH LINE _ SEE THIS SHEET i _M M— GRADING PLAN SCALE: 1" - 20' On ISSUED FOR PERMITTING MAY 12, 2011 Ic Mla � 55 Green Mountain 55 Green Mountain Drive Drie t �! South Burlington Vr USA. 05403 Tel. 802.864.0223 F. 802.864.0165 rrww.santeccom n7lQ� The n�o�r shall verify cnd be rnponeibk for d Do ROT -le Me d—g! - orry cnare a omianone -1 be reported a Sant« Thovt dWa . The Copyrq to ll devune pM drovmge are the property of Slanlee. Reprotluclion or se fa oM Wrpom other than tVwi nmbpdeed M sa"ae ;: arblax". Consultants "'le"' 1OR E DRAWING L-101 FOR LANDSCAPING PLAN. R By Oppd. YYLY.DD ts6eed Fie Nome: 10723p-1 IO.dw9 Permit -seal By G .-kL 75L Dwn. Chid. bpd. d.T.Y, Dsgn. YY.YY.DD 754.29 W.-DD CITY OF SOUTH BUFaNcroN US EPASTORMWATER DEMIONSTRAATION GRANT GRANT AGREEMENT #EJA- 01-0 SIwM &dngkn Vwm°Id OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WET EXTENDED DETENTION POND #2 GRADING PLAN R*dNa Scale 195110m AS NOTED o vAv No. sneeL Reieim C-110 13 ar 22 0 NORMAL WSE 377 BOTTOM FORE ELEV. 3' CONCR M CEDAR CPI IT RAII 0100 WSE _ 010 WSE _ 01 WSE _ W9V WSE - NORMAL WSE - BOTTOM OF ELEV. POND SECTION B-B NOTE: EMERGENCY SPILLWAY ELEVATION - 382.50 WET EXTENDED DETENITIONDRZ. POND #2 SECTIONS SCALE:VERT U 9'-0' 3LB PER SO. FT. 90.010"' 4"0 ORIFICE AT INV. - 378.50 3"0 ORIFICE BELOW AT 24' RCP OUTLET EXPANDED STEEL INV. - 377.00 GRATE ALL FACES L "•�s --- / NOTE: 1 BOLTED GALVANIZED ALL SURFACES TO BE COATED FASTNER. (ALLOW t'-0' WITH ZRC COLD GALVANIZED 6" MIN. TOP REMOVAL)- COMPOUND. OUTLET TRASH RACK DETAIL 5' X 1.0' U PUN WEIR w/ SCALE: 1/4"-1'-O" VERTICAL GALV. STEEL BARS CAST IN 9 12" O.C. EL-381.00 30' DIA CAST IRON 6' X 1.0' WEIR W/ HEAVY DUTY FRAME VERTICAL GALV. STEEL 30" DIA. CAST IRON k COVER BARS CAST IN ® 12" O.C. 4" DIAMETER ORIFICE HEAVY DUTY FRAME 8" MIN. X COVER =381.00 -- INV. = 378.50 E-384.50 ------ CONNECT WITH FLEXIBLE RUBBER BOOT 3" DIAMETER ORIFICE INV. - 377.00 381.00r.1,,,, i �sl WSE= 377.00 'UWSE= 377.00 24" RCP OUTLET TOC EL-373.67 ;d, INV= 376.57 OUTLET TRASH RACK, SEE DETAIL '30" CONC. FILL 8' MIN. THIS DRAWING SECTION C-C SECTION D-D WET EXTENDED DETENTION POND #2 OUTLET STRUCTURE SCALE: 1/4"=1'-O' POND FOREBAY PILOT CHANNEL 1 8-' CRUSHED STONE Ifj—III EL.=378.10 NOTE: USE $5 0 12' EW IN CENTER OF WALL a� - �.V-3 1- T- 1/ PER BUT JOINT LE P CABLE A1P5 PER JT JOINF CLAMP LOCATIONS. MATS PLACED PARALLEL TO THE CENTER LINE OF THE CHANNEL CONCRETE CABLE MAT SYSTEM NOT TO SCALE 2'-0' 8'-0' 2'-0' EL-378.10 CABLE CONCRETE MAT SYSTEM tV EL-377.1 IMPERVIOUS / 3 MATERIAL (TYP.) ,— -1, h SECTION PLAN WET EXTENDED DETENTION POND #2 FOREBAY WEIR WALL NOT TO SCALE ISSUED FOR PERMITTING MAY 12, 2011 55 Green Mountoin Drive South Burlington VT U.S.A. 05403 Tel. 802.8640223 Fm, 802.864:0165 mlN Unteccam �Yed The C,nt,dar ,hall eemy and be mIP,,eaae i,r III dine-- DO NOT scale me d—inq - wry a"— er omumaas shad be rePwtee to staat.c .,mwt aelay. INe Copyriphls M oa devgns arM dra«;ngs are f)x InopeHy If Stentet. ReProdualion or m (w any wWw ether Non INat aath.med by Sbntee a IwMdhn. Consluftmis 'lspe�d Nan Rp wD1 By APPd. W.WDD I.t1ed By rope. 17-Do Rle Name: 10725a-11 I.dw C.D.M. J.T.M, J,T.w 77N,29 D,a. rnm. Dsya. W MILOD PenldtSeel CITY CF SOUTH BUIRLPiGTON US EPA STORM WATER DEMONSRUITKIN GRANT GRANT AGREH,B(T#EM4 323W-0 Souft BW*Vb , VoToo IL T.e OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WET EXTENDED DETENTION POND #2 SECTIONS AND DETAILS PTO}ed No. scale 195110725 AS NOTED Drsr l0 No. deal Revision C-111 14 OT 22 0 \ / f �1 / /�\ \ \ e \ \\\till{\��I \ \'` 1 I I � '�->•^� J t1 \ L 1 1 .•'\y a I I / ` .(! ...._.. /•_ _..- J I a )\ \ �I - I /-'\ T I If it 1 � .O \\ �... / j II'�l�\t\\\\ ��� \,\i✓(jl/ n : - I l'7L`' ..' '� >'( //\y-) / NEW WET POND 4fh \` I t(It\ El - - SO so //ter // _• )� _/-aaa- 1 <d I I GOLF COURSE SWALE J // .'fs- - 1 /11/1116 I \I �c ''/ Z /x0 E/SENENx \\ �_-') -ae `- ^\ - 1 r ' \ x - \ MILL POND ANE ' f J f I LIMB OF PAYMENT Fdi BID ITEM { � l 6 ,915•1839 / GRMMIeTf_13 /J '(r/'°7. I`II• 1\,III I e ^I/ ; r \\\ -� s _ r s s f1 O),K CREEK TREATMEBT$ POND5IF'2 AND #3. \ \ j'�^\�'/;-\ \�,l`I` `\,ll�Nl•.\. s>ens., >a - �( �: / - w I \\l ll \ J h-''.-,_ .J / /' � r��.`� ••.-Y I �\\\\\\ . � � \�, � /, / � '•p��/.�\ 1 ,\ xlx \ I\/ II I / y I I I / ' / I \ 11 I / ?' \••.••• ,.'�� o \ � � '� \ � \ \ �• /' R R�� - Jeb v I "� \ I \ 1 y I I I \ / � I Ice N /s0" HOPE kMED ENDI SECTION STA`+00 \ \\ - ) ,.\\ \ \ ♦ /-1��---aes� \ --as}- l \ -s !I L\ N 7 U7 7 1 c' E 145555512� J- — — \ \� \ I c / I �Su �i — —sue — —ss�-_ so RjrMHVE EXIST(NC HEAgWALL -j / 1 REMOVE,.IXI NG�57ARMa4� , .\ \b \ \ A-- CUR 7 BE S4 � A 6 \ / 1 _ ..... neao a!is• :.> - -aa;` / ^ \ \ I t \ Nt N ;A C4P71 of 30l" HDPE 0 0 - 14 FOE0AI ,_-� 1 `�,I\ � ' - ---\ ``�_.,♦'� I J � -��-__' / .I.�-_ --- dae--� \ I \ 1� �l \ \\ _ \ 5+{1255 .7 6 2 L11 of 24" HDPE 0.50% / �,� \ ' •tsr \ / _ \ / / 39P., R�NOVE D ECONSTRUC* EXIS[IN(xl, �' q 1 xl \\ `'b 70670d 72 �h I CO R SID DI \\ \\\' -- I 1 \\ \\ \V IU STA:2+1 (TYji) 4 1r 3.2 I / INCB 11NLETIJPROTE I N 70 58 / I l DET L \ \`� \\ 1 / \ \ \ � \ EMPO ,y,• 0 EP I 'I P \ 1 / II) l RI a d II I - \ I\ ` � ��\\„y6• � '� / �-� APR IE I N / \ \\ 1 ( a `� I \ \ l ETE CB,URB,AF I RED J / .. 'sMN b. .\ - \ �` _� \ l J J )0�� / ,� ♦_„38B/ _ \ � \ 1 - \ 4+00 - 0 \ - Is _ s0._ s0 M05 LEN LANE 3a3 \ � ,' �, �Ta{ MOSS GLEN LANE! —�L-W" 3gx ` 1 5 PvzC s S FM F S FlA FM 5_PiW FMlse= ay s I INSTAL[ ITE- ce ce 0 C�I N 1 \ - i , m4. \ _ \ ,re Iwi' .a \ w,A -,•-a ao \ N _ an e"'r \ El N REP / sr.« e• >osr \ / /--\ �/ \ / /-----� ^z' 1 NCR BeJ CONSTR . ON 1Rv Ifs 119^' s i ^I r /--- f \ o o \ \ �- _ I ( tau - —4 I \ I \ \ ` EE D AI d ` eN. - J>a.» I / r" \ , •T / m '\ REMOV A RE R DRIVEWAI>' 1 (a1 a• x ,+ f b PP ARC \ , I ( \I r I I � � APRON STV ED. SEE ! I 501 G-OR DETAIL. /I �,�° sax . - z s li - ONN (STING 1$$ .NORM -. Y3C 1 I /'� `\' \\ EAN AN / ( H BASIN WTRrf1EN{ / /� T5 fr2-4rrJu I z • okluE. ' rt LAl't)O NaRf� I 5 w1 1 DPE\PIPE MD 15> / ^'�__----/ / \\/ N f \ E,sgv51�.; A ATE ?4NDH�TS G1 co PIP �Nu in.as ANSHIOt#1NSTALC MI�RARY INLET '� / I�\, yc I FLOODrPM"LAN \ 11 \ I /) P� PIS rl PEE �.W.4� \\� BRA c �. \ _ / \ .J / I I r ♦ I FwsD,ER, / I •' 1__. rw. _ ae,.n ...,_ " ��...� 1 US \ \(" \ / \ 1 -, >93] .,.. � .."WC"PIPa / ITN .1. oil 1` ` \, - ...;...._ INv.. Leo J=Jptpe _. -'�= - __ _ / -1-2" REG ... ^.........CB-4 -"'a I j rf \ k/ 3g - - , t-y_, ZIP' orwru:chaDs 7^ 70s t ! lx�/ -5e°- - r Pvs PIP[.... .� _ ,i,,35.... .. ....., �_! \ \I �`\-•1ea \\,1� 2.8d J�,.��� _.._ \// :n.>s \�`I 83-EF F 12 E. SET i a, E 1467z08.h0 I1tl J aiMM . a@iEo''l -� �C lyllllt / g N ( f-� ass \\\ I IN AT ECTION 1 ILf R�9UIRE ff GRAD -\ II' I_/�� /' S� 1 I ! _ y'-•:. `._ \ \ / \ S0 1 W 6 IN \ - t7 2 LF lofr i ) -.O�X 1 1 ill I 1 co \ I ..•t-L.' so 1 I I+72.02 I o If55,'f ORARY J@e.c L•�° / / s �N I \ I ) 1 111 / _369 \ l l M 6348.57 \ + PRO l r I l I \ ! / RM 01 1 rPL G HOLJea.,'- N Z ) STRUG III\ \ \ \ -,. _ _ .. R _ Se .e \ s f 'PVC 9 9+00 MOSS GLEN LANE III III u`Z — E 11 1 J I eaioa x:• 2 ,z• eEu. CGMP,_. _ 5 :d=— 5 5 5 "- —i I n I S 5 Pvc 5 a 5P c s °• i2 _ 5 \ s /^- / w ,� I ..-Ai'< J/ \! / /' - / sirs � ass - _ _ I 1 � / � Mx- _ � srs.. �` •�iu xaaa i s \ 3a8' � ! lJ c' /i T t/ / I '\ / -' .1•, l \ \ t) {\� 1 V ! 1 �� c \\\ J, �fl-� r_, �• 1 ? I f \I R... Ja>.osv T's\ �, I /I =nix I� / N .. .rtt m• srE�E I � V � : / bIPE ARaeae J l f /1 I \ / CDR -STj1FUCTUREI 4' A 383\13 / / / I ;,. \ s I \ - f /' I -'`---.'' I'll 19-F(1 1 I ,` I -r'I \\--t--'ISSUED FOR STORMWATER COLLECTION SYSTEM PLAN 0 50' 100' PERMITTING _ SCALE: 1" = 50' MAY 12, 2011 kpSrrvKYle 55 Green Mountain Drive South Burlington Vr U.S.A. 05403 Td. 802.864.0223 1- 802.864.0165 v The Co^llIctoo, hell .,rfy ead be reepD aible for all di—Co^e. DO NOT scale the dhp mq - any soon w emissions shall be reported to Stehtee xthout delay. The Copyrights to all di rM drawirgs are the property of Stanlec. ReDh se due0on or for any purpose other the^ that -thad.ed by St— IsF—ddeP. taw 1. SEE DRAWING C-113 FOR STORM DRAIN PROFILES. 2. SEE DRAWING C-114 FOR NEW WET POND /3 GRADING PLAN. 3. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, SIDEWALK, DRIVEWAY APRONS, HANDICAP RAMPS, AND INCIDENTAL TOPOGRAPHIC FEATURES DISTURBED DURING CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING DRAINAGE STRUCTURES PRIOR TO FABRICATING ALL NEW STRUCTURES. ;'Pd. ItwYi71 By W.MM.DD Issued By Aapd. W.MM.DD J.T.M. 11.04.29 File Name. 10725c-112.d y C.D.M. J.T.M. D... Ched D:ge W.MM.DD P«mn-seal CRY OF SOUTH BURL( KTI ON US EPA STOP WATE32 DEMONSMTION GRANT GRANT AGREE1t6lT # EAt 8S23W-0 Sculh Butigbry VOmalt Ia OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WETPOND#3 STORMWATER COLLECTION SYSTEM PLAN t* t No. Scab 195110725 AS NOTED IrMvNo. sheet ReNeiorl C-112 15 Or 22 0 0ID 7+ 0 + + 2+00 3+00 4+00 510 600 7+00 8+00 9GO 9+77 41 10 CB 4 STA 6+95.11 RIM 384.St INV IN 380.32 18- (S) -400 CB 5 CB 1 I CB 3 ! STA 8+72.02 RIM 385.33 STA 2+1318 STA 5136.46 INV IN 382.08 15" (W) RIM 385.23f -IIM 392.6t CB 2 INV OUT 3B2.08 18' (N) NV IN 377.12 24- (E) STA 5+12.55 INV IN:378.72 24" (S) - INV IN 380.04 15" (W) RIM 382.7t INV OUT 378.72 24- (N) EXISTING CB 8 INV OUT 377.12 30" (N) INV IN 378.60 24' (S) STA 9+77.32 39 INV OUT 378.60 24" (Ih 390 RIM 386.3f INV OUT 383.13 15- (E) Z rT� J / EXISTING 6"''.STORM DRAIN J75- HppE O 1.00R G W / CROSSING. INV. 1 I%- S7S.et LOOS 18' HOPE O 1.007 O 24' HDPE ® Z 38 -- ....._ 1........30 HDPE _0. 0.25Y., 24' HOPE _.. ........ ... _.___ .....___. _ 380 INV. IN = 381.50 (12 ) INV. EL 376.6D 24" HOPE O 0.50% EXISTING 8" SAN. 37 370 I i 3 0+00 1+ 0 2+00 3+00 a+00 5+00 6+00 7)00 8+00 9+00 9+ 60 STATION 15 °° 16100 17100 'B °M'00 STORM DRAIN PROFILE SCALE: I' = 50' HORZ. 5" VERT. I 390-- ...... I_. _.... 390 EXISTING CB 13 EXISTING CB 14 STA 8+72.02 STA 8+71.31 - IM 384.5t RIM 384.6f : INV OUT 381.25 18" (P) INV IN 379.25 18- (E) _ _ Z 18" HOPE O 0-637 m O r e j 38. . ..... I 380 D F J I O W EXISTING WATER SOC.J Z (ASSUMED )EPTH) EXISTING SAN SVL. (ASSUMED DEPTH) EXISTING WATER SVC. (\\ (ASSUMED DEPTH) `EXISTING SAN SVC. LsnNG 12" SIN. (ASSUMED DEPTH) 37................................. ........ ___....... __.._.......... _._............ __........ __._......... _.............. _._.... _.......................... `_._... 370 _ C i 36 T 15 00 1 00 17100 18003 19� STATION STORM DRAIN PROFILE ISSUED FOR -P, _ SCALE: 1- = 50' HORZ PERMITTING 1' = 5" VERT. Dr MAY 12, 2011 OleGaaL 9ER - A41a1 p 55 Drivg..11n 55 Green Mountain Drive Green Mountain South Burrnglan Vr U.S.A. 05403 Tel. 802.864.0223 1- 802.864.0165 rww.slanteecom na� The Do.trad.r shall verify and be Pea« naibI. for all dimend DO NOT cede the drawing - arryr <naa omnaiona shall be reported b Sta- Yhoat delay. l ft St ... R.V d twn u®uaa for any pu,o. Bother Uon t�iwlt authndaed by S-m . is forbldea, Cmisubnb LWN 1771 By Aypd. YY.MM.OD mum By /ppd. W.MMAD J.T.M. iTo4.2R le N- 10725c-113.dvg 60.M. J.T,M, Own. Chkd. Dag.. W.MM DD wrak-sed *Rho d CITY OF SOUTH BURLNGTON US EPA STORMN/ATER DEMONSTRATION GRANT GRANT AG REBAENT fEm.S3234801-0 S11rt1 Bu fti^ Vlstmalt b OAKCREEK VILLAGE STORMWATER IMPROVEMENTS WET POND 83 STORMWATER COLLECTION SYSTEM PROFILES 1WND. scde 19511025 AS NOTED IW►n NO Sheer Raision C-113 16 o(22 0 \ ! _ z TALL n'iP6[.3' I I ! r / '" '' Li ,r:-��'��// ' r E P / ff I l 11 '�/ BWioOmatfA08rtbYta / I A ° \ �/ ' ,' 55 Green Mountain Drive ti / f f �.• \\ \�`\ ��\ -Ira. - 06 / / / / _ g Do th VT U.S.A. GOLF COURSE SWALE / r� I / / �/' \ / / / / \ I / , / \ Tom_' C / --:,'} Tel. 802.864.0223 Pf II STtDNE APRON 13. SEE \ - �•l / / / \ % / / , // �`��Fm. 802.864.0165 1JRA1Wt4G 502 FOR DETAIL I / '3 ER ONIt FILC (15 E DRAWING \\\\ v '� �\ RantK be r. Mibk for oil dimemiora. DO / '.p I R P �1TLN PIP (R08Pj \ I 5° i j /�\ NOT xak the dmxinq -airy e.mn ur onnwi....hall be .,oAod o T /�� _ > --- \ I I (/ / m. co�gnv tc it ess19o. om dm.No am tno aroo." of 1 / / l y / \ \ \ I I 37$.d ! 1 I 1 ` > 1 / / /"\ smnt.e. R.wmualo. or we for any p,roose omen than mot �' / / / ,/ t /! /. / i �� ° \ I . 1 11 1 \ I \ '►.� _ / �/ a.mod:.a q Sm.tK o Paj / / l/I /I / / _ / tt1 (y\/ I \\ / .FM. �.1e"ynSY'-=:'64���•_ 'O ND1 OlgET%Mi�R D� - \ F SLSE \ 1I l\ yI \\\ W. 378.53 1 Consultants 7O137bb\It ti 1 a - \ I \\l i I 1 \ \ \ % r ° 1 LA r !` I y10 WID IISA H\\ \ \ �\ \ I V . H 1\ \ , \\\\ } 1\ \\ / 1 I` \ Legend r -�8-_ -t_\ vl "N ..� ...o,.�t,i u � t� [i i \ \\\\ I \ EDGE`@ TWIL \cL\, All!1 I /-T'L•:1.�N W ' N ELEY. s. \ \1\\\\\q \3`� PRIMARY PQND WATER / / / -' }'� [ C _ 1 >t. _W / I 15' WIDE Tr BL�`I g`\ \\ �\ INv. = 379.0 \ \ \ SURFACE EL - 376.0 / 1 / 1 : "' �"� - "Y I \ \ \\ % t 7TH TRIBUTARY - \ �\PO ASH BROOK CONCRETE WkIR WALL / r / 1 1 \ 1 V W W W ± .- W' .. . - T y- / TYPE I STONE •1, TOP �^AOF WEIR EL.E(/ =376.6 / /\ SEE DRAWING C4115 FOR ! \ \\\-,.-. ... -- '.-, (AO'W x B' LONG) DETAIL FOREBAY WATER SURFACE 3'IWIDE EARTHEN B ELEVATION - 376.6 ❑ \ 1 -\ `�° TOP ELEV. 378- \\ \ \ ❑p❑❑ IL\ \ \_\ \\\� 1 \j \ ♦ \ \ \ \ \\`�1I C 11 ❑ ❑ J \ �4� I \\\\' \ \ \ \\Y •...\ \I \\\/jjj\\� \ \\ \1 \ I \� \f�\ I /�/J 117Y� Ll ❑ _'$R I;� \r_� �- \ `\\•\\\\�s�'�:Q \ \[ I Opp /' - \'iS CONCR CABLE\ MAT / \' \ f O l \ \ \ \ v*� SYSTEIN FOREY, / ' EBA1�1 OTTOM ,' ( 'A ♦ \ 1 I ' / \ SEE DRAWING C-1�15��' \ -\ \ \\`\��\ \ \ \ E \\ \ \ \ I 1. SEE DRAWING L-102 FOR LANDSCAPING PLAN. 37�.0 \ 1I 1 \ \ \ \ I \FOR DETAIL / 1 \ \ \ \ _ \ - / I \ \ \_ O \•l 5 OP �O) C\py \•'�i 5 S WN E I � 4' HI �t1 CEDAR / \ \\\ �".. •�--_� � � ti 3eY/ ^ - -__ �: — �•�- L — � — .� — —� / �\� - \...' S)°LD-RAIL SAFEfI' \\O \ - - \ \ \ 1- l \ ME / / ( FENCE CrvP) SEE / \ DRAWING C-501 FOR DETAIL 1 / HOPE FLARED .END SECTION _ ° SD so 6�--sD ( sD V 30' HDPE PIPE- / / I INV -376.6 14' WID DOUBLE GATE 12' WIDE 6"IEI \. ACCESS DRIVE \ \ I \ TO FOREBAY \ o mm ----' \ 364.] ` BY Mve. w.MM.DD \\-3e6_ 1 4' H'ty�H CEDAy2 SPLIT FAIL )l q \ \k�` ' REFER TO a(tEET C-112 \ I \\ rtNCE NYTHOUT WELDED WIRE m� 1 ( FOR CONTIN !lTION 1 \\ I MESH. 1\EE DRAWIONC Q-�501 0\ _50a Issued BY row. w.Mu.oD 12' WIDE GRAVEL \\o \ `� 'K\\ '• \ \\\ \ \ Fle N.mm 10775c-114Ap 6D8 arx uix na429 \ ORMW -• LOW TO THE EXISTING POND I I _ / \ / / \-'- - 1 ACCESS DRIVE, SEE y� \ \ \ $ \ \ I\ Q o P a No. chW. Dog.. w.-.eD \ F CATCH BASINS AS HOWN. WHILE N / \- \ / / I / ^\ _ I'\ DRAWING C-5,a1 \'(\ \ \ \ \ter- \ \ w FOR DETAIL \ \ \ \ POND IS BEING CONSTRUCT STORMW m I 1 ^\ I I \ \ \\ 1 1 FLOW SHALL BED SE 1 CATCH BASINS INTO 1 I DIVERT FLOW 9ROUND EXISTING DOWN TENT CATCH INS ON 1 / I I / Is WITH---\ / 1 \ \ \ t• \ �\ / MOSS G E. PERIODICALLY MP OUT 1 \ L�tm D6 S AND '� �/ \�/ I/J I,ED CONSTRUCTION\\ \ \� \ \\ \ \ \ .y ANY,AT.•+DIN WATER FROM THE EXISTING / I �I ENTRANCE \\\\ \ \ \ \ ,CATCH BASIN THAT FEEDS THE POND. / ! BLOCK OUTLET PIPE. \ 1 / I / 1 / / PERIODICALLY PUMP JI OUT CATCH BASIN -:r•_ �- -' / / �.1 REOWRED_ TRANSITION �URB TO FLUSH{ // WITFt P ENT ELEVATION. `\ OTH SIDES OF DIVERT FLOW OLjND�' '/ .. _ 1 _ _ _ .. - TYPICAL FAR BACCESS DRIVE _..EXIS71NUc CB' }"IITH - - - - _ - \ "�. ' SAND S ' = I - - \ I \ _ _ - `M M -- .M M M - - - - - L - - - - I ce\ _ , \ \ CfT,(OF SOUTN Bl1FIIffK;RD11 US EPASTORMNIATER DEMONSTRATION GRANT 6D -, 8D SD BD--r-BD - -8� - 8D SD SD 8D GRANT AGREE:6(T#EM'83234wj-0 Y7 15' S21 5ID 5D - \ MOSS GLEN LANE $pull VwYl so s0 - i �83 - -c T Fs O s s 4 s S d s s s s EXI ING CI�FiB 0 B s we T� � O s s \ - s s / 'S- SA UT DL BEM 1ED OAK CREEK VILLAGE STORMWATER IMPROVEMENTS M• / //// ; I \ -- - -,. / _ _ ...... - WETPOND#3 SD \ •' !; I I \" sD' J° "g� so \ SD - GRADING PLAN ----- — --\ ISSUED FOR PIgedtlm Scil 20• 40• GRADING PLAN PERMITTING 195110725 AS NOTED SCALE: 1' = 20' MAY 12, 2011 &iAjNo. Sfeel Re"�,' v„r a C-114 17 of 22 0 VISHED GRADE EXISTING GRADE NORMAL _ _... WSE = 376.60 BOTTOM OF FOREBAY ELEV. 372.0 CONCRETE CABLE FOREBAY SECTION A —A MAT SYSTEM CEDAR SPLIT RAIL POND SECTION B—B NOTE: EMERGENCY SPILLWAY ELEVATION = 379.0 WET POND 1"#3 HSECTIONS SCALE:1" — 10' VERT 2'W X 0.5'H WEIR W/ VERTICAL GALV. STEEL U 9'-0 ' BARS CAST IN ® 12" O.C. 3D" RCP BOLTED GALVANIZED EL.=378.00 OUTLET 3L8 PER S0. FT. FASTNER, (ALLOW ' EXPANDED STEEL TOP REMOVAL)" 7_ GRATE ALL FACES D 2"" NOTE: 3ORIFICE AT l\ AI o ALL SURFACES TO BE COATED INN V. — 376.00 7— --- WITH ZRC COLD GALVANIZED 6" MIN. COMPOUND. OUTLET TRASH RACK DETAIL ELAR SCALE: 1/4"—l'—O" 2'W X 0.5'H WEIR W/ VERTICAL GALV. STEEL BARS CAST IN 0 12" O.C. 8" MIN 0 __ 17i117�lliiiliilliilli�l I!!II!!II!III!III!�IE li it i i � l li it l7 it li it li il' - `�!!11! AI!!11![II! ill�iliiilli illiil/ 444=4=�I!!II!�1 378.01 3 CABLE CLAMP PER BUT JOINT WSE AND 376.00 e I!!1!!II!!I 'i�itli�lliilMl� 11-11Il�21 liilliilliil OF POND 911AMURRU KIrm91liil �.CLAWS PER uu uuBUT JOINT 17ill7ill7il liilliilliil CLAMP LOCATIONS, MATS PLACED PARALLEL TO THE CENTER UNE OF THE CHANNEL CONCRETE CABLE MAT SYSTEM NOT TO SCALE POND , FOREBAY CRUSHED STONE /—CABUE CONCRETE 1 11m, `i. �M�JJJJJw30QJJJO" Ji'J��n1',AT RIAL h EL=378.00 30 DIA. CAST IRON DUTY FRAME HEAVY 30" DIA. CAST IRON UTY L=380.50 &C OVER FRAME EL.=370.45 eD <`+ ° _ CONNECT WITH FLEXIBLE Dom " USE #5 0 12" EN RUBBER BOOT IN CENTER OF WALL 16" EL. = 378.00 3" DIAMETER ORIFICE INV. _ 376.00 TI WET POND ELM �7WSE=376.00 #3. _WSE=376.00 FOREBAY WEIR WALL 30" RCP OUTLET NOT TO SCALE TOC EL=373.67 , INV= 376.00 T OUTLET TRASH RACK 20" CONC. ' SEE DETAIL FILL 8" MIN. WET POND #3 OUTLET STRUCTURE SCALE: 1/4"=1'—O" ISSUED FOR P PERMITTING D MAY 12, 2011 11 8OMooY10 Ooaaunt 55 Gir 55 Green Mountoin Drive i South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fox. 802.864.0165 www.slonte-am SWntK CaprldltRw�wd The CpntraMor holl verify and be ree� nsible for all dimensions. DO NOT scale the d—,, — any Stanlsc vnfhout delay. errors omumons sholl be reported to The Copyrights fo all desgns 5tantec. ReproSbc ar and ny pu, are Yoe Or n M of for ony purpose ofner roan trot 1 aafhodzm q smmea a rwweaea. Ca1su bnle Lap w N*s Merbhn By Appel. .M WM.DD muefl By AVPd. W.MM.DD ile Name: 10725c—IF5.dwg O.O.M. J.T.M. J,T.M, 7A4.2a ww-sed Don. Chkd. Dsgn. iY.MM.DD CITY OF SOUTH BtAiLlM(iTON US EPA STORMWATEt DEMONSTRATION GRANT MMNTAQ EEM. WdEM-8U&W-0 Sou6 Smilpfon, Vwff ad le OAK CREEK VILAGE STORMWATER IMPROVEMENTS WET POND N3 STORMWATER COLLECTION SYSTEM PROFILES *ctNO. Scab 195110M AS NOTED W*g NO. Sheet Rwtdm C-115 18 of 22 0 TACK COAT ALL SAWCUT EXIST. PAVEMENT EDGES (TYP.) AT START OF CONSTRUCTION EXISTING 1'-0" MIN. PAVEMENT CUTBACK 1 1/2' TYPE III TOP COURSE 2R_ �2 1/2 TYPE II BINDER COURSE CRUSHED GRAVEL. SUBBASE NOTE, MATERIALS TO COMPLY WITH VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. PAVEMENT SAWCUT DETAIL NOT TO SCALE SAWCUT TO STRAIGHT AND UNIFORM WIDTH (TYP.) 1 1/2- TYPE III TOP COURSE EXISTING 2 1/2" TYPE II BINDER COURSE PAVEMENT TACK COAT ALL EDGES (TYP.) 24" CRUSHED GRAVEL SUBBASE PAVEMENT RESTORATION NOT TO SCALE POST SPACING (TYP.) "x \—CEDAR POST 2 4 BLACK PVC COATED OVER GALVANIZE D 1TYPICAL OLONGFC3 PER OLRAI STEEL, WELDED WIRE MESH (12.5 GAUGE) DET III SEE POST SPACING F(48" WIDE) INSTALLED ON OUTSIDE FACE OF SPOT RAIL FENCE DOUBLE GATE RAILS WITH Y2' CROWN x %" LEG GALVANIZED NO WIDTH AS SHOWN ON PLANS STAPLES AT 12" O.C. EACH WAY �: PICTURE ABOVE DEPICTS A TWO (2) RAIL FENCE CONTRACTOR SHALL FURNISH AND INSTALL A THREE (3) RAIL SYSTEM. CEDAR SPLIT RAIL SAFETY FENCE DETAIL NOT TO SCALE BREAK IN SLOPE (TYP) 9� VARIES 6' REVEAL SVRFgCe R CONCRETE APRON TO FRONT OF CURB CEMENT CONCRETE NEW PORTIAND SIDEWALK CEMENT CONCRETE CURB BIT. CONIC. PAVEMENT TYPICAL SIDEWALK AT DRIVE ENTRANCE WITH GREEN STRIP NOT TO SCALE 5'-0" GREEN STRIP (TYP') I� "TRUNCATED DOME" WIDTH VARIES 1/4" DETECTABLE WARNING SURFACE SLOPE AT CONCRETE 1.12 MAX. CURB 7" 1/2" REVEAL TYPICAL CURB AND SIDEWALK TERMINATION NOT TO SCALE SIDEWALK 4" TOPSOIL, SEED AND MULCH GREEN STRIP WIDTH VARIES SLOPE AT _WIFT 6' 4" TOPSOIL, SEED AND MULCH CRUSHED 5'-0' WIDE GRAVEL TYPICAL CONCRETE SIDEWALK DETAIL NOT TO SCALE NOTE: NEW PORTLAND CEMENT CONCRETE SIDEWALK SHALL BE 5" THICK THRU RESIDENTIAL DRIVEWAYS AND 8" THICK THRU COMMERCIAL DRIVEWAYS. 1 /4'R � \ 1/7'R CURB REVEAL TO MATCH EXISTING CURB ---_ROAD SURFACE CRUSHED GRAVEL I 6" m RUSHED RAVEL 9" 6" CRUSHED T COMPACTED STRUCTURAL GRAVEL BASE FILL OR UNDISTURBED SUBGRADE VERTICAL CONCRETE CURB DETAIL NOT TO SCALE CONCRETE CURB ROADWAY FINISHED LEBARON FOUNDRY, INC. SEWER CLEANOUT RING AND COVER, CATALOG NUMBER LA0910—� /-TRAVELED WAY -SCH. 40 PVC RISER WITH THREADED CAP 45' BEND FLOW �-45' BEND CLEAN OUT NOT FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES, INSTALL 12' WIDE GRAVEL DRIVE 6" OF TOPSOIL OVER ACCESS DRIVE OUTSIDE OF POND FENCE UMT(S. SEED AND MULCH. FILTER FABRIC 1v - TYPICAL GRAVEL ACCESS DRIVE DETAIL NOT TO SCALE ■ T ISSUED FOR P PERMITTING Q MAY 12, 2011 NIG Mountai 55 Green DriveM 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 F. 802.864.0165 - .slonteccom StantK ccpRIN1Ad� Ole Conlragor shall verily and be respons.bk for of dimens . DO NOT xole the d,winq - anY s1wK .Rhad daoy. araa a omisvons shall be repoRcE to the Copyrghk to sll des_ nd drowirgs are 1M property of Slpntac. RSDrpd.wn ar fa ply pprppee other than thot cuthenmd by Stoidec le n—dden. Cwl tints ■r"'1 0 BY Appd. W.MM.DD mad BY Appd. rr.Mu.DD le Name: 10725c-501Ap 6 kc dTY J.T.Y. 11.04.29 Own. MU. 0s9n. Yf.MM.DD pmld3eel CITY OF SOUTH BL44JN iTON US EPA STORMWATER DEMONSTRATION GRANT GRANT AGREEMENT OEM43234=-o Saul Builpb % Vermont le GOLF COURSE SWALE AND OAK CREEK VILLAGE STORWATER IMPROVEMENT DETAILS 49dNo. Scab 195110725 AS NOTED %*q No. Shad Pavwn C-501 19 of 22 0 IN PAVEMENT CROSS COUNTRY 1 1/2' TYPE IN TOP COURSE 12' PERM. TRENCH 2 1/2' TYPE II BINDER COURSE SAWCUT PAVING PANNE LIMITS LOAN AND SEED _nmSH GRADE i COLI.ION FILL (NOTE 1) N GRAVEL A SUBBASE COMPACT BY NECIANICAL MEANS, T OFlED PROCT TO 83S MOOR AS PER o - cO ASTM D-1557 NO ROCK SHALL PROJECT INSIDE OF TRENCH LIMITS STONE m VERflL4^ /�'—_�� WRBNG ( 2. X 2. ) FLOW ' I T � / T i I2 IPROVIDE 6' OF CRUSHED GRAVEL TYP. NAND BACKFLL AND TAMP IMMEDIATELY PAVED FILLET AROUND PIPE (NOTE 2) _ \ PIPE i \ � SLOPE TO CONFORM \ OD m f VERTICAL TO ROADWAY CURBING CST IRON FRAME AND GRATE LEHARON LF 248-2 OR EQUAL (3 R/NCE) - USE 4 FIANCE AT LOCATION WITH NO CURB (STANDARD)' N ATFRUJ NOTES CURB REPEAL TO HATCH EXISTING 1/2MORTAR TYPE 11 I. COMMON FILLEXCAVATED ON STE WHICH IS FRIABLE. NATURAL SOL COMPOSED OF GRAVEL SAND. - CLAYEY SILTY OR (TRAVEL AND SAND; FREE FROM DEBRIS CONCRETE OR OTHER RUBBLE, ORGANIC MATTER, VARIES ADJUSTMENT OF FRAME AND MUCK. PEAT, EXCAVATED ROCK AND BOULDERS OF 6 INCHES IN MAXIMUM DIMENSION OR GREATER. GRATE WITH GRADE MS BRICK 2. CRUSHED GRAVEL CLEAN HARD CRUSHED GRAVEL FREE FROM SILT, TOPSOIL CLAY, AND ORGANIC NATTER, UNIFORMLY GRADED FROM COARSE TO FINE WITHIN THE LIMITS SPECIFIED IN ASTM C136. PRECAST CONCRETE COVER SLAB REIIFORCDIENT 2•-0• JOINTS SHALL HAVE MASTIC -SELL 3� 45' I.D. OR BUM RUBBER GASKET OR AS SHOWN ON PL N RISER AS REQUIRED TYPICAL H D P E STORM DRAIN TRENCH DETAIL CROUMFERENRAL REINFORCEMENT NOT TO SCALE STORM PIPE e) MDRTAR WALL THICKNESS TO BE A MINIMUM az! g' OF 1/12 INSIDE DIAMETER IN PAVEMENT CROSS COUNTRY PRECAST CONCRETE BASE SECTION : w;y1-6' CRUSHED :5"fE ��A �, SLAB RBNFORLEMENi ' t2- PERM TRENCH 1 1/2' TYPE III TOP COURSE 2 I/2' TYPE m BINDER COURSE IF -'^' - �" ` ` PAWING LI4 GREATER TITAN 2 1/2' MATCH EXISTING SAWCTE PAVING LOAM AND SEED FINISH GRADE TYPICAL CATCH BASIN SECTION MA # r OMMON FILL (NOTE 1) IXISnNC �j\ GRAVEL COMPACT BIT MECHANICAL MEANS. OR SUBBASE NOT TO SCALE WITH VERTICAL CONCRETE CURB I ROCK SHALL PROJER INSIDE OF NOTE . OR LOCATION WITH NO CURB / TRENCH LIMITS H SEE DETAIL THIS DRAWING FOR ADDITIONAL REOUIREMEIM FOR CS #8 AND CB #9. TRENCH 00, 1 'PPE MATERIAL NOTES,. 1. COMMON FILL - MATERML IXCA TED ON S11E WMCN IS FRMBLE. NATURAL SOIL COMPOSm OF GRAVii, SANG, OR SILTY OR CLAYEY GRAVEL AIO SAND; FIFE FROM DEBRIS, CONCRETE pp!!tt OTHER RUBBLE, ORGANIC MATTER, MUCK, PEAT. EXCAVATED ROCK AND BOULDERS OF 6 INCHES IN MAXIMUM DIMENSION OR GREATER. 2. COMMON FILL - SAME AS NOT 1 EXCEPT THIS LAYER SHALL BE FREE OF EXCAVATE ROCK OR STONES OF 4 INCH IN MAXIMUM DIMENSION OR GREATER ROAD SURFAr'E RESTO?ARON NOTES 1. WIDTH OF TRENCH AT STREET LEVEL SHALL BE KEPT AS NARROW AS POSSIBLE, 2. PAVEMENT UNDER THE ITEMS OF WORK SPECIFIED IN THE CONTRACT DOCUMENTS ARE TO THE LINES SHOWN. 3. OEP S OF GRAVEL. SHOW ARE MINIMUM COMPACTED THICKNESSES TYPICAL RCP/DI PIPE TRENCH DETAIL NOT TO SCALE A 4STONE FIL GE _y PILOT CHANNEL DETAIL NOT TO SCALE RIP RAP APRCN SIZING CHART APRON Y A B C RIP RAP TYPE DEPTH OF RIP RAP LOCATION 1 9.0' 24.0' 27.0' TYPE I 3.0 GRASS SWALE OUTLET 2 15' IV 15 TYPE I 1.0' WET EXTEND DETENTION POND i2 OUTLET 3 75' iS' IS' TYPE I to, I WET POND #3 OUTLET a MANUFACTURED END SECTION OUTLET PIPE PER PLAN A C WHESLI srwf Flu slue Domsr v HA.a eusTm ANOAAR Root BeAsowar T1F21 GRApm TROM SMALLEST 1D MAMWY 9>E SzwRE 50 AS ro FqW A COMP SASS wHEN N PIAGE, Mf IDRG6T pMEN9w SHALL VARY FRW ONE ro TBETVE A TwM AT LEAST SO PpIOFNr IRE YUDMf 6 STONE M PlA2 SBALL HATE �ArET OMI®Drl OF FqR NwfS IFASr OOEza9w OF ME STOIHE 9WL BE /] K THE IwOBST PYFYpM R A ABLv —E FALL 9INy(STHrn�YA�oNM 9g ST011E 50 AS TO FORM A F1MPACT YAS rRFN N rKwf£ TIE IpM0=5T OOEN9w SRNL VMr 1ApY TW ro THRn m wwTs wM Ar IEAs'r aG vEnmR a ME valwE v sTar N sAA¢ SMALL LUTE A VAST AN 1/3 N CF TR1V[ n VN s.eT orX.Tr9w OF 1NE SIDNE SHALL BE GREAIFiI MAN IA OF ME IOIGfST gMEISKN. S TIE DARE Bm OF Sr01E FB. TO BE PLAID w A LATER GF MRM 140N BIER FIBRIL (—Y FL— FABBIO TO BE INSTAU� w ALL EDGES EF SINE FILL. STONE FILL APRON DETAIL NOT TO SCALE ADJUSTMENT OF FRAME AND COVER WITH CONCRETE GRADE RING AND MORTAR PRECAST CONCRETE COVER _EL01E,,. >9c'- STORM PIPE ri FLOW *�C ME AND COVER. LC 327 OR WITH 'STORM'. SUB REINFORCEMENT JOINTS SHALL NAVE MASTC-SEAL OR BUTYLRUBBER GASKET RISER AS REQUIRED 49IRCUMFERENTIA RENFDRCENEM1 lli�ffiff� WALL THICKNESS TO BE A MINIMUM OF 1/12 INSIDE DIAMETER — PRECAST CONCRETE BASE SECTION —SUB REINFORCEMENT MONOLITHIC POLYPROPYLENE / MANHOLE RUNGS. TYPICAL - TYPICAL STORM TTMSANHOLE CALE SECTION ADIUSMENT OF FRAME AND GRATE WI1H TYPE A MORTAR B' MAXIMUM THICKNESS FOR CONCRETE COVER FAST IRON FRWE AND GRATE, MAXIMUM HEIGHT 4' STORM PIPE -�, o_ME m ADDITIONAL REQUIREMENTS FOR CB#8AND CB #9 NOT TO ISSUED FOR PERMITTING MAY 12, 2011 A/WC000@W" aOtl IIIQ. 55 Green Mountoin Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 FF- 802.864.0165 stdnta.com manwc "'E') r n�� hall verily and be reaponsibk for .0 dimensiore. DO NOT stole Ne drowins - any coon .missions shall be reported to SWnlec without deloy. esl9and The CppyrlgN to all r1. dr.mrgs are Ise pmpaM of Such— RallodMclion or 1 Tor -7y Whose other Uan XMI .uth.nzed by Sbnlec k farGn. Consultants T Nplpp By Appd, IlppYlm w.MM.DD Implied By Appd. YY.MN.DO Re Nome: 10725c-502.dw G.O.M. J.T.M J•T.At 11.04.29 DM.. CHIN. Osyn. YY.NM.DD CrTY OF SOUTH BURlNGTON US EPA STORMWATER DEmWNSTRATION GRANT GRANTAGREEMENT OEM.$3234M-0 SOUlh Bui1(b3Fk Vermont GOLF COURSE SWALE AND OAK CREEK VILLAGE STORWATER IMPROVEMENT DETAILS ftiodNO. Scale 1951107M AS NOTED aawiV No. Shad Navision C-502 20 d 22 0 1 1{ 1\{\, 1 V I 1\ 1{ 1 1 1 1 1 \\ \11\ 1\ ; i 11 \\ 1' I , 11 \\ I \ \ I I \ \ \ \ 1 \ I I \\\\I V ��• / IIVI II , \\ \, Will IIOt}dC412IENOH\ }111bo� I I I f I I I I( I 1 1 1 \03 \ I I I \ \ \ \ Al - I I \ I\ \ (1 I 'l r I I 11\ \\\. •`Jae—��- / ! / I I I I IN I 1 II 1 J/ 141 �1��9/li 11 Igl 11 t! / l !l POND OUTLET SiRUCTURE j� I \\I I\ A I I I I 1 /III ` I I I I \ l` 11111\I\\tt\I ;\ IW. = 37833 I \ \ 1 \NN ;111\\\ IN \ m 1 ,I 1 I I SEED MIX TYPE I / (TYP.) 1 LANDSCAPING PLAN SCALE: 1- = 20' Y 1 % k �\ r\ 1 N $ F i� 0 20' 40' f JOE-PYE WEED BLUE FLAG IRIS CANADA RUSH NORTHERN ARROWHEAD BULRUSH r ! MIX TYPE II ON 28ED AREAS - CEPTED PLANT SCHEDULE OUANTITf SYMBOL SCIENTIFIC NAME COMMON NAME SIZE 100 EM EUPATORIUM MACULATUM SPOTTED JOE-PYE WEED 2-INCH PLUG 200 IV IRIS VERSICOLOR BLUE FLAG IRIS 2-INCH PLUG 100 JC JUNCUS CANADENSIS CANADA RUSH 2-INCH PLUG 100 OM OUERCUS MACROCARPA BUR OAK 1.5 INCH CAL too SL SAGITTARIA LATIFOLW NORTHERN ARROWHEAD - 2-INCH PLUG 200 Sc SCIRPUS CYPERINUS BULRUSH 2-INCH PLUG ISSUED FOR PERMITTING MAY 12, 2011 55 Green Mountain Drive South Burlington Vr U.S.A. 05403 Tel. 802.064.0223 F- 802.864.0165 suntw slpnteemm wR w Th. Contras nun verry and be -pommb for .11 dim—r— DO NOT xale the drawing -any errors or omission, .hall be reported to 5[wGu withal! delay. The Copyrights to all Malin and0 rawfngs ore the Property of Stonle,. Nepro 11, fa ny purpose otNar om that aalmd:ee by S-1. i. ta.ueMn. By Pppd. 'y.W.00 Issued By n pd. M—DD Fib Name: 107251-101.My G.D.- JTN 1f.01.28 Dwn. Md. Degn. MMl4DD T =k,Qe1 Clieckpled CRY OF SOUTH BIAaN(Ti1011,11 US EPA STORMWATER DEMONSTRATKIN GRANT' GRM:TAGREE,ENT#EL4-�-O Sl BOm*Vb4 Varmord Tie OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WET EXTENDED DETENTION POND #2 LANDSCAPING PLAN PM)Wmm Stab 10110725 AS NOTED DtaWAVNIL Sheaf Rwisim L-101 21 at 22 0 2 -0_4d0 // 9 IV \ \ l \\ 1 / � l I1 \ \ `\ fIIl ll�1 / l l It SEED �1X j`(FiE/ 1, •) / 1 I 11 I rP6gD 0�rIvaI1�eaII \ W. — 378.53� 1 \ t 1 SHORELI�k il)GE I I (:)\off\\ —15' WIDE Ab1\TIC B�1\(;g`\�1 \Nv.`=79.° —INSTALLW PCU •1\FO ON BOTH SIOES F SH ORE 11 DO NOT COMPLETELY SL1BMe2 \ Y .._.._ PLUGS. \ \ \ •\ \ `\ \ \ " \ \ `SEED MIX TYPE II ON ALL\\\\ \`\`\`\\ \\ \ DI7'URGED AREAS IXCEfaT AS \ 1 \ \ \ /•. \ \\ \ \ \ SD so s6 so \so \5° 1 N. \ \I ..._...._.....ass... c\ _A ACCESS Df2NE I LANDSCAPING PLAN SCALE: 1" — 20' i AI /J 1T y JOE—PYE WEED BLUE FLAG IRIS CANADA RUSH NORTHERN ARROWHEAD BULRUSH PLANT SCHEDULE QUANTITY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE t00 EM EUPATORIUM MACULATUM SPOTTED JOE—PYE WEED 2—INCH PLUG 200 IV IRIS VERSICOLOR BLUE FAG IRIS 2—INCH PLUG t00 JC JUNCUS CANADENSIS CANADA RUSH 2—INCH PLUG 100 am OUERCUS MACROCARPA BUR OAK 1.5 INCH CAL 100 SL SAGIITARLA LATIFOLIA NORTHERN ARROWHEAD 2—INCH PLUG 200 SC SCIRPUS CYPERINUS BULRUSH 2—INCH PLUG CQ) ISSUED FOR PERMITTING MAY 12, 2011 B5 is 55 Green Mountain Drive Green Mountain Drive 1 1� South Burlington VT U.S.A. 05403 Tel. 802.864.0223 FF 802.864.0165 w.slantac.com CC��__ JlantK The' Can hall verily and be respomibk for all dimensions. DO NOT scale the d—ing — any soars or omiaeiona shall be reported G St., without May. The Copyright to all dargns .. drowinge are the Property of SGnGe. Reproduction or use for any purpose o1Mr than -1 a.th d ad by Sb . is ferbidden. CDIaub* Noln laeued By Aopd. 714M.Do By bpd. W.MM.pO yae Name: 107251-102.dn G.D.M. J.T.M. 11.04.29 Dwn. 3z psgn. .MM.DD PIanMSal w a-VP*d CITY OF SOM BURLINGT'ON US EPA STORMWATER DEAIONSTRATM GRANT GRANT AGIREErENT iEM-SUMM-0 South Bw*Vim4 Ve1111o1d Tda OAK CREEK VILLAGE STORMWATER IMPROVEMENTS WET POND #3 LANDSCAPING PLAN PvbdNa Stale 195110M AS NOTED Draeilp No Shed Passim L-102 22 or V 0 F'\5703401 SOUTH BURLINGTON EPA GRANT\CAD\PLANSET\EV\SLOPESTABILIZATION\57034.01-LG Legend Notes: a Exist. Prop. Exist. Prop. Bank Stabilization Floodplain Establishment General ---- PROPERTY LINE _, 0 CONCRETE 1. INSTALL EROSION PREVENTION AND SEDIMENT CONTROL ((EPSC) MEASURES AROUND THE BANK 1. INSTALL EPSC MEASURES AROUND THE BANK STABILIZATION AREAS THE ORDINARY HIGH WATER 1. CONTRACTOR SHALL NOTIFY 'DIG -SAFE' (1-888-344-7233) AT LEAST 72 HOURS BEFORE "" "'""' STABILIZATION AREAS; THE ORDINARY HICH WATER (OHYl) WIDTH SHOULD BE DEMARCATED WITH (OHW) WIDTH SHOULD BE DEMARCATED WITH PIN FLAGS PRIOR TO THE INSTALLATION OF EPSC EXCAVATING PROJECT LIMIT LINE HEAVY DUTY PAVEMENT PIN FLAGS PRIOR TO THE INSTALLATION OF EPSC MEASURES TO ENSURE UNINTENDED INCURSIONS MEASURES TO ENSURE UNINTENDED INCURSIONS WITHIN OHW DO NOT OCCUR; EPSC MEASURES 2 CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES ---- RIGHT-OF-WAY/PROPERtt LINE RIPRAP WITHIN OHW DO NOT OCCUR, AND EPSC MEASURES CAN BE INSTALLED OUTSIDE OF OHW; CAN BE INSTALLED OUTSIDE OF OHW SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. VanasSe HRnge'n Bt7WIin, Inc. EASEMENT ,',^."• CONSTRUCTION ENTRANCE 2. IF NECESSARY, PUMP STREAM AROUND WORK AREA USING THE FOLLOWING METHOD: 2. IF NECESSARY, PUMP STREAM AROUND WORK AREA USING THE FOLLOWING METHOD: 3, AREAS DISTURBED WRING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES o. SECTION OF STREAM IMMEDIATELY UPSTREAM OF BANK STABILIZATION AREA AND a SECTION OF STREAM IMMEDIATELY UPSTREAM OF BANK STABILIZATION AREA AND (BUILDINGS, PAVEMENTWALKS, ETC) SHALL RECEIVE 6 INCHES LOAM AND SEED. Transportation BUILDING SE78ACK N DOWNSTREAM OF BANK STABIUZATON AREA TO BE DEWATERED IF THERE IS FLOW IN DOWNSTREAM OF BANK STABIUZATO14 AREA TO BE DEWATERED IF THERE IS FLOW IN THE Land Development 27.a 7Cx 27M Tex TOP OF CURB ELEVATION THE STREAM AT THE TIME OF THE WORK; STREAM AT THE TIME OF THE WORK. 4. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK PARKING SETBACK Environmental Services +c;D 10+00 2s.es ecx 2-ecx BOTTOM OF CURB ELEVATION b. TEMPORARY SANDBAG AND/OR STONE CHECK DAM/DIKE TO BE PLACED ON UPSTREAM b. TEMPORARY SANDBAG AND/CPR STONE CHECK DAM/DIKE TO BE PLACED ON UPSTREAM WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY --- - - - * - BASELINE DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. IR.75 x 132.75X SPOT ELEVATION END OF STREAM SEGMENT 70 BE DEWATERED; END OF STREAM SEGMENT TO BE DEWATERED. 7056 U.S. Route 7, P.O. Box 120 CONSTRUCTION LAYOUT a BYPASS PUMP USED TO REMOVE WATER FROM SECTION GU CHANNEL TO BE WORKED IN; c. BYPASS PUMP USED TO REMOVE WATER FROM SECTION OF CHANNEL TO BE WORKED IN. & UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS North Ferrisbu Vermont 05473 ins B. ,as e•iWx TOP & BOTTOM OF WALL ELEVATION d. IF FLOW IS HIGH AND EROSION A CONCERN, A TEMPORARY STONE CHECK DAM WALL BE d IF FLOW IS HIGH AND EROSION A CONCERN, A TEMPORARY STONE CHECK DAM WILL BE AND APPLY FOR AND OBTAIN NECESSARY PERMITS PAY FEES, AND POST BONDS ASSOCIATED WITH ZONING LINE h INSTALLED IMMEDIATELY DOWNSTREAM OF BYPASS PUMP OUTLET TO FILTER SEDIMENT; INSTALLED IMMEDIATELY DOWNSTREAM OF BYPASS PUMP OUTLET TO FILTER SEDIMENT. THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS 802.425.7798 •FAX 802.425.7799 --- TOWN LINE V BORING LOCATION a DISCHARGE HOSE OUTFALL SHALL BE STABILIZED WITH VELOCITY DISSIPATERS. e. DISCHARGE HOSE OUTFALL SHALL BE STABILIZED WITH VELOCITY DISSIPATERS DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE 0 Ia TEST PIT LOCATION PERMITS LIMIT OF DISTURBANCE Qy.x Q MW MONITORING WELL 3. CLEAR AND GRUB AS NECESSARY TO HAVE SUFFICIENT AREA TO WORK IN FOR THE BANK 3. CLEAR AND GRUB AS NECESSARY TO HAVE SUFFICIENT AREA TO WORK IN FOR THE FLOODPLNN 6. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC STABILIZATION GRADING; ESTABLISHMENT AND DITCH REALIGNMENT. CONTROL DEVICES. WETLAND LINE WITH FLAG 4. STRIP AND STOCKPILE THE TOP SOIL MATERIAL FROM THE GRADING UNITS AND PLACE SILT FENCE 7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED L THE CONTRACTOR'S OPERATIONS -UD- -UD- UNDERDRAIN FLOODPLNN 12'D 12'D� 4. STRIP AND STOCKPILE THE TOP SOIL MATERIAL FROM THE GRADING LIMITS AND PLACE SILT FENCE AROUND THE DOWNSLOPE SIDE OF THE STOCKPILES FOR USE ON RE -GRADED BANKS. SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S DRAIN AROUND THE DOWNSLOPE SIDE OF THE STOCKPILES FOR USE ON RE -GRADED BANKS; EXPENSE. BORDERING LOUD SUBJECT TO FLOODING -B'RD- BRO+ ROOF DRAIN 5. EXCAVATE IN ACCORDANCE WITH THE GRADING PLAN AND CROSS SECTIONS TO ACHIEVE ROUGH 5. EXCAVATE IN ACCORDANCE WITH THESE PLANS AND CROSS SECTIONS TO ACHIEVE ROUGH GRADE 8. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE �z -12'S- -tYS- (APPROXIMATELY 8- BELOW PROPOSED FINAL GRADE) GRADE (APPROXIMATELY 8' BELOW PROPOSED FINAL GRADE). ENCOUNTERED WRING EXCAVATION AND CONSTRUCTION ACTIVITIES BASSO ON VISUAL. OLFACTORY, OR WETLAND BUFFER ZONE SEWER OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL �102 NO DISTURB ZONE - FM - - FM - FORCE MAIN Layout end Materials 6. PLACE EIGHT INCHES OF TOPSOIL TO ACHIEVE FINAL GRADES SOIL SHOULD NOT BE COMPACTED TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO WITH MACHINERY. THAT THE APPROPRIATE TESTING AND SUBSEWENT ACTION CAN BE TAKEN. 200' RIVERFRONT AREA -OHW -OHW OVERHEAD WIRE 1. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING 9. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE -6'W- -B'W- WATER CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR 7. APPLY APPROPRIATE SEED MIX AND COMPLETE INSTALLATON OF COCONUT FIBER MATTING ON RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS BANKS, TO COVER THE ENTIRE RE -GRADED AREA AS INDICATED IN TYPICAL CROSS SECTIONS. - - - - - - - - GRAVEL ROAD -4'FP- -4'FP- FIRE PROTECTION 2, PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS 10. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO E_ EDGE OF PAVEMENT AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO & AFTER APPUCATCN OF SEED AND MATTING, INSTALL TREES, SHRUBS AND UVE STAKES AS ADDITIONAL COST TO OWNER. -4'DW'- DOMESRC WATER INDICATED ON PLANS. ea Ra DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED BITUMINOUS BERM -3.0- -O- GAS FACIUTIES. 11. CONTRACTOR SHALL CONTROL STGRMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE 9. REMOVE EROSION CONTROL MEASURES FROM WORK AREA PRIOR TO RE-ESTABUSHMENT OF FLOW IMPACTS TO OFF SITE AREAS AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, BC BC BITUMINOUS CURB -E- -E- ELECTRIC IN STREAM. AT NO COST TO OWNER. 3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT a CO CONCRETE CURB -STM- -SIM- STEAM NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE 12, CONTRACTOR SHALL COORDINATE SCHEDULE WITH ADJACENT PROPERTY OWNERS PRIOR TO CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS MANUFACTURERS' LITERATURE, 10, WHERE NECESSARY, REMOVE STONE CHECK DAMS AND SANDBAG DAMS AND RE-ESTABLISH FLOW CONSTRUCTION. Q CURB AND GUTTER -T- -T- SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE IN STREAM CHANNEL. TELEPHONE PROJECT FEATURES. 13. WORK TO BE DONE DURING LOW -FLOOD PERIODS, TYPICALLY JUNE THROUGH SEPTEMBER. cc ECC EXTRUDED CONCRETE CURB -FA- -FA- FIRE ALARM Existing Conditions Information rr. Ma MONWTHIC CONCRETE CURB -CATV- -CATV- 4. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS SPECIFICATIONS. OF PR AND Utilities CABLE TV DATA FILES THAT ARE OBTAINED THE THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT 1. BASE PLAN: THE PROPERTY LINES ES ARE WERE DETERMINED BY PLANS OF RECORD. THE OWNCG Pa PRECAST CONC CURB FEATURES LIE ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS WHAT TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED 1, THE LOCATIONS, SIZES, AND TYPES OF IrSITNG UTUTES ARE) HAVE AS AN APPROXIMATE Sf.F SCi °' ■ CATCH BASIN ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. ON THE GROUND BY CIVIL ENGINEERING ASSOCIATES. THIS INENTATON ONLY. THE OWNER DR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLYSNOT VERIFIED SLOPED GRAN. EDC4NG THIS INFORMATION AS SHOWN ON THE PLANS THE UTILITY INFORMATION SHOWN DOES NOT VGC VGC ® DOUBLE CATCH BASIN Demolition 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON VT-NAD83 GUARANTEE THE ACTUAL EXISTENCE. SERVICEABIUTY, OR OTHER DATA CONCERNING THE UTILITIES, VERT. GRAN. CURB NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTUTIES MAY BE PRESENT GUTTER INLET THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING UNIT OF CURB TYPE 1. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS SIZES, AND 1: • DRAIN MANHOLE STATE AND LOCAL REGULATIONS. ORDINANCES AND STATUTES ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTIUTIES AND, SHALL CONFIRM THAT ----- SAW'CUT ® TRENCH DRAIN THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. II BUILDING PLUG OR CAP Lr 2. WHERE AN EXISTING URUTY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING ✓.`!-L Z L is 0 CLEANOUT CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, kjEN BUILDING ENTRANCE THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT M P. FLARED END SECTION DELAY BY THE CONTRACTOR AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S ]4LD LOADING DOCK REPRESENTATIVE FOR THE RESOLUTION OF THE CONVICT ANO CONTRACTORY FAILURE TO NOIFY HEADWALL s.G a 1 '- a '°` - PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGAIONS FOR ADDITIONAL BOLLARD - t" ay i %` PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. D❑ DUMPSTER PAD ® • SEWER MANHOLE.•, L 3. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR SIGN ® ® ° 'N' POLE RELOCATION ANDAANY OTHER R THE PRIVATE RIVATEALTERATION UT R¶ sONWHN�ER ADJUSTMENT S PERFORMED BYRCONTRACTORNORFBY CURB STOP & BOX .R S i Y 1HE UTILITIES COMPANY. _ DOUBLE SIGN WV rry ' ® ® WATER VALVE & BOX ,k Erosion Control ----+----- STEEL GUARDRAIL -« TAPPING SLEEVE, VALVE It BOX �'.' y '"i �* s� &. = 3 CITY COMMENTS 5/10/2011 TTC SIAMESE CONNECTION ,� , [ - 4 r 1. PRIOR TO STARING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE WOOD WARDRA14 „Yp Hro - - *- `,' `,: 'A- ,.� ,�, 6. ''`'" AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS 2 CITY COMMENTS 2/15/2011 TTC A FIRE HYDRANT t& TS„'-'• ee IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENfi PERTAINING TO THIS PROJECT. I CITY COMMENTS 2/7/2011 TTC PATH ° o WATER METER :,FLOODPLAIN RESTORATION SITE ,;g „ ,� .,,� �2 CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT Na R.+ . DO. ppw. THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND ®V ®V '� '• M - DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE oe.Ie..e ey ore.. by raeex.e by TREE LINE POST INDICATOR VALVE -'y, y ' »t^ „•, 6 ATR A7R TTC �.. y 4 A< -x---«- WIRE FENCE ® ® WATER WELL tea, �y I y, ++ STRUCTURES AND PROTECTED AREAS. CADd„i„e by Approve by b.7 �""' x '' 3, v„' - `'Y 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SCye DO16 December 13, 2010 FENCE x a GAS GALE : a ' $ '^ SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY C CI WATER, WIND, OR DIRECT DEPOSIT. Prckm nne °-- STOCKADE FENCE cN w' 0 o GAS METER ' sse � '�'< STONE WALL - _ •` 4. CONTRACTOR SHALL PERFORM TIME BEFORE SEQUENCINGARECO SUCH THATSEED EARTH MATERIALS ARE Butler Farms t -. '�. a � ^- � EXPOSED FOR A MINIMUM OF THE BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED RETAINING WALL ,I �'" .'° y... - ,, TO PREVENT EROSION. Floodplain and " w STREAM /POW / WATER COURSEBANK STABILIZATION SITE 1 UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, . .... ........ -... - =rc , _ _+* < ® i+ 5. CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT Streambank Stabilization ----- DETENTION BASIN r'"--'�'-` - , ,',1i �'.?- '"�Y "'� ' � � � AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. r'z •:z, - 'r? HAY BALES -' , :p •'£ K 6. CONTRACTOR MAY SUBSTITUTE COCONUT FIBER ROLL OR TURBIDITY CURTAINS FOR SILT FENCE � 4 �Burlington, ... A....... tt SILT FENCE ft x .. } 4W • _ �;�£� - Twee -.,,F. __- -PDF- PROJECT DEMARKATION FENCE / SoVermont > _. H- MINOR CONTOUR _ � Permitting .._20........ -20- MAJOR CONTOUR Y .: M„� BANK STABILIZATION SITE #2 Not Approved for Construction E •M ELECTRIC MANHOLE l + " rz _ ` " -..W i, orew;.y nue 4 e 0 o ELECTRIC METER` IR >z *� LIGHT POLE ����' 1, nd and � G Le eral Notes z • TELEPHONE MANHOLE' _ - ,✓ ,1 z a TRANSFORMER PAD UTUTY POLE JF # ' __. BANK STABILIZATION SITE #3 o- GUY POLE J. A T. -•r D,..s „.mbar GUY WIRE &ANCHOR � � '- � � •r o„ off HAND HOLE1 [l O S } Y ?•c, ,4 R V O 1 PULL BOX Matchline__ MATCHUNE T.()CfTC MAP 1 5 Prekcl Nu 57034.01 F: I I I I I NOTE: CONTRACTOR TO BYPASS UPLAND FLOW BY MEANS OF A DEWATERING HAYBALE BASIN, SEE DETAIL. — — — — —EXISTING TREES TO BE REMAIN WHERE -- POSSIBLE. OF \ •\ i \ 1 \ ': i, +{ I + CUNTRACTOR TO REMOVE THE ACCUMULATED SEDIMENT AND \ I it ` \ •y ,,{ 1 { A DEBRIS FROM THE FULL LEtdGTH I OF THE EXISTING CULVERTS': - \ I I I i + 1 ♦ ( DISTURBED AREAS OUTSIDE `. ♦l •+ �$ ,`\'} 1 OF THE LIMIT OF WORK TOi 1 I \ \ 1 + BE REPLACED IN KIND AND', i APPROVED By THE ENGINEER I+ _ OF RECORD I I t + I I I CONTRACTOR to I I - I / \`\ �+ i•`. •4 / MAINTAIN $OFFICIENT) +}+\♦ / /ObVER OVER SEWER , , — --'-- _- , _ l ... . .. ♦ _ _ _ ..... _.. .. ... ..—_ i . . .... t : § e >is 5' b 'fI%�y , rr. ..... (r / .._ ._.. / ♦ I , � � - f - • - ` I Exlsnec SEWER i ... __ ... .._ ..... _ .-.. .... -..... _ � + _ w I _. CCEANOUT TO REMAIN J. r - SLOPE 3TRBILI2A310N PLAJlTINGS { 4 SEE PLANTING TA '• - w - J •` � w FLOOQPLAIN PLANTINGS r wl �lj: ;;. •.; ; e ♦ y ,......__ ... � , (SEE PwNn)Hc TABLE) I /.• +: FI 1. I \ I I SILT FENCE'- t _ i I 1�+ - I I %,' I7t ,tf +•.-i lyl -Jr c \ � I I \ \ - • - . -7) I LIMIT OF WORK 4� MOSS GLENN - l \ . ::SFACMG AREW;,r 7i; PR — - .- ...... _. - I. II MOSS GLENN LANE ih CONTRACTOR TO REMOVE THE ACCUMULATED SEDIMENT AND DEBRIS FROM THE FULL LENGTH OF THE EXISTING CULVERTS PLAN 1"-20' DEMARKATION FENCE I Botanical Nnme Common Name Recommended Planting Density (St e../A—)ra I Planting Area/ Species (sg f0 Planting Area/ Species (Acres) Quantity Size Floodplain Basin Area:: 9,521 .Square Feet Trees j j AR Acer mbmm Red Ma Ie 600 1587 0.036 22 I8-24" AS Aa',snaharmurrr Silver Maple 600 1587 0.036 1 22 1 18-24" QR I Quercus buvior Swam White Oak 1 600 1 1,587 1 0.036 1 22 1 18-24" Tme Subtotal:j 66 Shmba 3 1 N Bex oeHic0ldfa Winterberry Holly 800 1 1,587 1 0.036 1 29 18-24" SC Sanbucusrnmdensu Common Elderberry 800 1 1,587 1 0.036 29 18-24" VTVbumum tn7dbum Hlghbush Cranberry 800 IS87 0.036 29 18-24' Shrub Subtotal ( 87 Woody Pinktingsfor Floodplain Basin Area Total 153 Sideslope, Areas:. 9,607 .:Square Feet I Shnubs IV Bex—halata W;nl Holl 600 1 3,202 0.074 44 IB-29' SC Sanbucusmmdensis Common ®derberry 600 3,202 O0 44 18-24" VT Vbumuu h9obum Hi bush Cranberr 600 3�02 0.079 44 18-24" Shrub Subtotal: 132 Live Stakes I PD Populwdeltoides Faster Cottonwood 1 3500 4.804 0.110 386 18' SP Saiir P.,P.— Basket Willow 3500 4,804 0.110 386 18" -. Tioe Stake Subtotall 772 - Woody Plantings for Sides lopes Total 904 Woody Plantings Subtotal€ t 1,057 Seed Mix New England Erosion Control/Restoration Mix for Moist Sites 35 Ibs/a¢e 1 17,258 1 0396 14 Is Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 7056 U.S. Route 7, P.O. Box 120 Nortb Ferrisburgh, Vermont 05473 802.425.7788 - FAX 802.425.7799 N 20 0 20 40 SCALE IN FEET 3 CITY COMMENTS 5/10/2011 TTC 2 CITY COMMENTS 2/15/2011 TTC 1 CITY COMMENTS 2 2011 TTC a..ww, Datekppn .*w by ATR '' " ATR a.a.a er TTc D —d by IASP.e..e sy 1 Ue`e December 13, 2010 Butler Farms Floodplain and Streambank Stabilization South Burlington, Vermont Permitting Not Approved for Construction a,ewi19 Tbd Floodplain Restoration Site Plan W-9 Numee. C-02 Ant 2e 5 Rejeet Nemeer 57034.01 F:\57034.01 SOUTH BURLINGTON EPA GRANT\CAD\PLANSET\EV\SLOPESTAB1112ATION\57034.01—C1 9L11 390 380 • DA77A! AY" 3W..00 —ur[u O+Do 0,20 SECTION - STABILIZATION #1 H: V-5' V: 1"—S' PLANTING SCHEDULE #1 Bank Stabilization Area 11: 960 Square Feet llota ��cal Name Common Name Recommended Planting Density(Stems/ A—) Planting Area/ Species (sq ft) Planting Area/ Species (Acres) Quantity Size Bank Stabilization Area a 1::960 Square Feet j Shrubs IV Dex vent"fafa Winterberry Flolly 600 240 0.006 3 18-24" SC Smbucus—&-,is Common Elderberry600 240 0.006 3 18-24" SD S.H. dtsmfor Pussy Willow 600 240 0.006 3 18-24" VT 11bumumbilobum 1-li bush Cranberry 600 240 0.006 3 1 18-24" Shr,b Sub Total:. 12 i Live Stakes 1 I PD Popu.Adtoide, Faster Cottonwood 3,500 480 0.011 39 18" SpSelf. Pmpnm Basket Willow 3.500 480 0.011 39 16" lioe Stake To l.I 78 Woody Plaeffngs f-Bank Stsbitizatfon Area l ToW. 90 Seed Mix New England Erosion Control/ Restoration Mix for Moist Sites 3-116a./ am - 1620• 0.037 3lbs — 5eed mix is for all throe stream bank restoration areas. y I : ELECTRIC. CABLE AND TELECOM BOXES Vanasse Hangen Brusgin, Inc. Transportation 1 I . r Land Development Environmental Services yY,tq;{ 7056 U.S. Route 7, P.O. Box 120 �...,a�`•, 4 0 .t t 4 '•�:;, 2 :"r'>ON ���os North Ferrisburgh, Vermont 05473 �/ /. t I •r . zl? 'I'll ' '+Sms % � "?z ;':." 1 802.425.778a •FAX 802.425.7799 3 CITY COMMENTS 15/10/20111 TTC 2 CITY COMMENTS 12/15/20111 TTC i CITY COMMENTS 2 2011 TTC a a..:n:: oow P•a iipi° aY A7R a'°•" by A7R rnraaa by TTC 1D NaKaa aY aaPlaNa aY 'O10 °at` December 13, 2010 oiaar nn. Sutler Farms :loodplain and itreambank Stabilization outh Burlington, Vermont lermitting of Approved for Construction ,.,a.1°a mn _ Tributary Seven Riparian Bank Stabilization Site #1 Site Plan D-1, N mar C-03 s is. t a 3 5 Pr•ject Num°r 57034-01 C1 400 .... 390 380 ... - DATVAf AZ" 370.00 -0+40 • 8' STABILIZED CONSTRUCTION DOT j I n EXISTING GROUND I i I : : _..__..._....... i . _ ........._.. _._....._....._ _ —. ....._. ... x a: LIVE STAKES (TIP) ois FINISHED GRADE _. _._. I __.... ... _..... . I_. _..... ..._._....... 1. ........_. ......._ _____. PLACED STON.SLOPE _. .._. .... I. ... _...._ _............__.._.... I ....._........._ .......__......_... _ APPDXIMATE OFIW SEE DETAIL (TYP) i SILT FENCE -0+20 0+00 0+20 SECTION - STABILIZATION #2 H: 1"-5r v 1--5 400E— .......... ..— -.—... _.. _._..—...._. _ .............._......----'---._...... ...__. .........._... ............... _..................... _... _.......... ........... -- i I I I 8' STABILIZED i I CONSTRUCTION EMT EXISTING DRIVEWAY '. iTO REMAIN n i FINISHED GRACE^^,^"""" Of .. w I • i ''LIVE .STAKES (TYP) \ i �1..... I 0 GROUND APPDXIMATE OHW PLACED STONE SLOPE SILT FENCE i SEE DETAIL (TIP) I I I I DATUM AWV i S70.00 ; o -0+20 0+00 0+20 SECTION - STABILIZATION #3 H: 1 n-5, PLANTING SCHEDULE #2 V:1„ 5, PLANTING SCHEDULE #3 Bank Stabilization Are 02: 260 Square Feet Botanical Name Common Name Recommended Planting Density(Stems/ Acre) Planting Area/ Species(sq ft) Planting Area/ Species(Acces) Quantity Size Shrubs IV Fez vedidlata W interberry Holly 600 65 OA01 1 18-24" Sc Sanhucus mnadmis Common Elderberry 600 65 (A01 1 24' SD Sale dismlor Puss Willow 600 65 0.001 1 18-24" VT Vbumum bdobum ]dighbush Cranberry 600 1 65 0.003 1 18-24- Shrub Sub Total:. 4 Give Stakes 1 PD Pop.). ddivides Faster Cottonwood 3,500 130 OA03 30 18" Sp Saliz puypuym Basket Will.. 3,500 13D 0.003 20 is, ' Lire Smke TuM/: 20 j Woody Plantings for Bank Stabilization Arca2 Sv6totaki 24 t 's _ EXISTING CEDAR ,TREES TO REMAIN AND BE PROTECTED ,i 4 DURING COF(STRUGTION ACTIVITY i y tw ` \ BW 381 5 i .i� ...CRAVITYCrABION� I i WALL (SEE DETAIL) .` t\ \ \ I Bw sego SEE PLANTING SCHEDULE j2 ? ) .. `,..,✓, ' `.mod' fff D II m DOSTTNG TREE TO REMAIN j (TYP) DISTURBED AREA6 OUTSIDE OF THE .'LIMIT OF NVRK TO BE REPLACED i IN KIND ANU APPROVED BY THE 1 I j ENGINEFii OF RECORD (TYP) t ( CONTRACTOR TO g6AOVE I /UNSUITABLE MATERIAL FROM STREAM BOTTOM EXISTING FENCE TO REMAIN REMOVE AND REPLACE IN KIND IF NEEDED FOR ACCESS o '!f'�I ��•t SECTION-STABILIZATIOt /2 SILT FE�AcE ! . i t�)I, MPR21XIMATE' PROJECT DEMARCATION FENCE 0MW I�. (TYP) I ,��sz r 1 '�'• s iK"y6v ! I j- 11 {m i A ,t SEE PLANTING SCHEDULE j ) < -0-00 0+10 +00 APPROXIMATE PROPERTY LINE — I A 0+30 OKWCTOR To REMOVE THE iccUMULATEO SEDIMENT AND DEB THE FULL/ t� , �.. * LENG,hj' OF`,THE EXISTING '-%' 1 ,. � '"""LP y SECTION-STA I OF etuzAnOF Lilt i ! y 7. i __.... _ BUTLER DRIVE I PLAN r'-Ia Bank Stabilization Are #3: 400 Square Feet Botanical Name Common Name Recommended Planting Density (Skims/ Acre)' Planting Area/ S Species (sq ft) Planting Area/ Species (Acres) Quantity Size Shrubs j IV Orr oedkdlata Winterba Holl 600 300 0.002 2 I8-24' SC Sambuws ca-densis Common flderberry 600 100 HE 2 is-24' SD Salt. disrolor Puss Willow 600 100 0.002 2 18-24" VT VliI trdrbuni EL bush Cranberry 600 100 0.002 2 18-24" Shrub Sub Total; 8 Live Stakes 1 i PD Populus dclodea Faster Cottonwood 3.500 1 200 1 OID05 16 18" SP Salfr puypurea Basket Willow 1 3,500 1 200 1 0.005 16 18" Lice Stale T.I.I. 32 14 Plantilgsfor Bank Stabilization Area 3 Total,-, 40 (a Vanasse Hangen Brustlin, Inc. Transportation Land Development Environments] Services 7056 U.S. Route 7, P.O. Box 120 North Fcnisburgh, Vermont 05473 802.425.7788 • FAX 802.425.7799 3 CITY COMMENTS 15/10/20111 ITC 2 CITY COMMENTS 12/15/20111 TTC 1 CITY COMMENTS 2 2011 ITC :. R°N°lon 0<ta pv6 +:p,.a br ATR w<vn by ATR Irn°<bed by TTC D —d by I Appr<vad by \ sC° Ort° Detember13,201 PreJ«t Tlla B3 Butler Farms Floodplain and Streambank Stabilization t South Burlington, Vermont Permitting Not Approved for Construction wave# na. Tributary Seven Riparian Bank Stabilization Sites #2 and #3 Site Plan wav::a N.— C-04 Ae<t 4m 5 Pni- b`a,m,. 57034.01 F:\57034.01 SOUTH BURLINGTON EPA GRANT\CAD\PLANSET\EV\SLOPES7ABILIZATION\57034.01-CI ,SITEVARIES SEE NOTE A. BURY THE TOP END OF THE JUTE STRIPS IN S'- ,. ST IV x WOOD MIN STAKE OR APPRPR WOOD EQUAL R4 A TRENCH 6 INCHES OR MORE IN DEPTH. ��4'!i� o SECURE WITH ROW OF STAPLES IN VERTICAL �::,,�.Abg 'o,y "--..o.y e. a;;eab8 . 'r.. .ONG SILT FENCE TRENCH WALL. 6 INCH SPACING. 4 INCHES ��•+ . a,4°+aoa. o. �..� z a "..::..:y.� eR .• .�5 DOWN FROM TOP OF TRENCH'o....,�•�: B. TAMP THE TRENCH FULL OF y 1- °•°�' .?., .44a:.._.. q•.: �'' SOIL. SECURE WITH ROW OF $ rt a;%' • • oa �{ STAPLES, 6 INCH SPACING, y _- _ `i�!•;';:�' Plan V;ew 1 Yanasse Han en Brustltn, Inc. 4 INCHES DOWN FROM THE ++y #""__ _-_- yy,F `" " .. g TRENCH. ++yF.y + y} Y +y _ _ _ _ _ - yF WORK z Transportation ++ ., µY ___ _ µ AREA Land Develo meat } VARIES rytNAp- n P FLOW ii'L',Y➢' III Environmental Service6 B'(MIN. PAVEMENT III V PROTECTED + 1' } } • - CAP ROCK VARIES III AREA 7056 U.S. Route 7, P.O. Box 120 COMPACTED uI C. OVERLAP -BURY UPPER END OF LOWER + �ceE SOIL j�y�YQ7��D{{, V North Femisburgh, Vermont 05473 STRIP AS IN 'A' AND W. OVERLAP END OF � � y y+ Y } y FABRIC TONE • •• • ,• .MOUNTABLE BERM :IT' III UNDISTURBED GROUND 802.425.7788 • FAX 802.425.7799 TOP STRIP 41NCHES AND STAPLE. \\L L++y y + TOP OF Cross-section GROUND III PLACED STONE STAPLE D. EROSION STOP - FOLD OF JUTE BURIED IN SLIT TRENCH AND TAMPED; DOUBLE ROW OF STAPLES. INCH OVERLAP OF JUTE STRIP WHERE TWO OR MORE STRIP ----_----� \\-� WIDTHS ARE ---------- \ \ �� REWIRED. STAPLES ON 181NCH CENTERS. STAPLE OUTSIDE EDGE 6• \\\\\\\ �� - 2 FEET ON CENTER. OVERLAP WIDTH TYPICAL STAPLES VARIES N0. 11 GAUGE WARE + INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS Notes: 1. STONE SIZE: USE 1 TO 4 INCH DIAMETER STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH: VARIES 3. THICKNESS: NOT LESS THAN 8 INCHES. 4. WIDTH: EXIT WIDTH SHALL BE A EIGHT (8) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS 5. GEOTEXTILE: MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE 6. SURFACE WATER: ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION EXITS SHALL BE PIPED BENEATH THE EXIT. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE: THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REWIRED IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED ACCORDING TO PERMIT REQUIREMENTS. 10. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL FINISH MATERIALS BEING INSTALLED. Erosion Control Blanket Swale Installation 0/08 Stabilized Construction Exit N.T.S. Source: VHS FIELD VARIABLE ' OVERLAP I I I1 NON -WOVEN II. GEOTEXTILE FILTER FABRICI 1 to' I WOODEN STAKES, STAKED HAY BAL 2 PER BALE DISCHARGE HOSE N.T.S. Source: VHS U)_681 Plan View FILTER FABRIC (MIRAFl 140N OR APPROVED EQUAL) Y' SECURE HOSE I DISCHARGE HOSE D S Cross-Section Notes: 1. NUMBER OF BALES MAY VARY DEPENDING ON 511E CONDITIONS. 2. THE BASIN TO BE SIZED TO PREVENT DISCHARGE WATER FROM OVERTOPPING BASIN, Dewatering Maybale Basin 6/08 NT.S. Sourcz VHB LD_690 VSF MINIMUM RFACE AREA EXISTING \ \- FILTER FABRIC 6' GROUN 2'-0- (MIN.) COMPACTED SUBGRADE 2" CRUSHED STONE BEDDING Note: SLOPE TO BE FOUNDED ON UNDISTURBED MATERIAL OR GRAVEL AND COMPACTED CONSISTENT WITH ENGINEERS RECOMMENDATIONS. EMBEDMENT I i R A B PUCE 4. OF FABRIC 4 1 ALONG TRENCH AWAY I II A STAPLE FROM PROTECTED AREA I 'I Wood Stake BACKFlLL AND COMPACT \\\�i//f Joint Detail Notes: 1. WOVEN WIRE FENCE REINFORCEMENT IS ONLY REQUIRED WITHIN 100 FT UPSLOPE OF RECEIVING WATERS. 2. WHERE REQUIRED FENCE SHALL BE WOVEN WARE, MIN. 14 GAUGE WITH A 6" MESH OPENING SHALL BE USED, 3. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFl 100X, STABILINKA T140N OR APPROVED EQUIVALENT. 4. POST SPACING FOR WIRE BACKED FENCE SHALL BE 10 FT. MAX. FOR FILTER CLOTH FENCE WHEN ELONGATION IS >50X POST SPACING SHALL NOT EXCEED 4 FT. FOR FILTER CLOTH FENCE WHEN ELONGATION IS G5OX POST SPACING SHALL NOT EXCEED 6 FT. 5. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER -LAPPED BY 6 INCHES AND FOLDED. 6. PREFABRICATED UNITS SHALL BE GEOFAB, ENWROFENCE OR APPROVED EQUIVALENT. 7. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SEDIMENT REACHES HALF OF FABRIC HEIGHT. 2 Placed Stone Slope 4/09 Silt Fence Barrier LD-682-W N.T.S. Source: VHB LD-760 N.T.S. CRUSHED STONE HORIZONTAL _\ SETBACK 12. 3" TO 18' I1-1' TERRA AQUA DOUBLE SEED k 12"MIN TOPSOIL I T��TI{ TWISTED MESH GABIONS VERTICAL LIFT SPECIFIEDe • 1ee••olee•�eej•24" MIN 4T FILTER Wo FABRIC Not.: I. USE WHERE NOTED ON PUNS OR AS APPROVED SY ENGINEER 2. GABIONS TO BE MANUFACTURED BY MecCAFERRI, INC (www.maccafemi-northomer',co.com) OR APPROVED EQUAL. AND TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE CHAIN UNK FENCE WHERE WALL HEIGHT EXCEEDS 4 FEET. 4. CONTRACTOR SHALL PROVIDE WALL DESIGN DRAWINGS STAMPED BY A VT PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL Gravity Gabion Wall (Fill Section) N.T.S. Source: Gobion LD- 6"-12' /6'qSTAPLEt(j �'-II- Hal+I I LOAM de SEED \\ 1" MIN. 1' MIN. n n I l I TYPICAL STAPLES NO. 11 GAUGE VAR£ Notes: 1. APPLY TO SLOPES GREATER THAN 3H:IV OR WHERE NECESSARY TO AID IN ESTABLISHING VEGETATION. 2. APPLY TOP SOIL, FERTILIZER, UME AND SEED PRIOR TO PLACING MATTING. 3. STAPLES ARE TO BE PLACED ALTERNATELY, IN COLUMNS APPROXIMATELY 2' APART AND IN ROWS APPROXIMATELY 3' APART. APPROXIMATELY 175 STAPLES ARE REWIRED PER 4x225' ROLL OF MATERIAL AND 125 STAPLES ARE REQUIRED PER 4'xl50' ROLL OF MATERIAL 4. DISTURBED AREAS SHALL BE SMOOTHLY GRADED. EROSION PREVENTION AND SEDIMENT CONTROL MATERIAL SHALL BE PLACED LOOSELY OVER GROUND SURFACE, DO NOT STRETCH AND ENSURE CLOSE CONTACT WITH THE GROUND SURFACE.. S. ALL TERMINAL ENDS AND TRANSVERSE LAPS SHALL BE STAPLED AT APPROXIMATELY 12' INTERVALS. 6. BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6' TO 12' DEEP TRENCH BACKFlLL AND COMPACT TRENCH AFTER STAPLING. 7. ROLL THE BLANKET DOWN IN THE DIRECTION OF THE WATER FLOW. 8. THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4" OVERLAP WHERE 2 OR MORE STRIP WIDTHS ARE REQUIRED. 9. WHEN BLANKETS MUST BE SPLICED. PLACE UPPER BLANKET END OVER LOWER END WITH 12' (MIN.) OVERLAP AND STAPLE BOTH TOGETHER. 10. METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. Erosion Control Blanket Slope Installation 2/09 N.T.S. Source: VHS ( r4 Source: •mil Notes: 1. LENGTH OF STAKE DEPENDS UPON APPLICATION 2 LIVE STAKES SHALL BE CUT TO A POINT ON THE BASAL END FOR INSERTION IN THE GROUND. 3. A DRIBBLE, IRON BAR, OR SIMILAR TOOL SHALL BE USED TO MAKE A PILOT HOLD PRIOR TO INSERTING STAKE IN GROUND. 4. A MINIMUM OF 2• TO 4' AS WELL AS 2 LIVE BUDS SHALL BE EXPOSED ABOVE THE GROUND. 5. TAMP SOIL AROUND STAKE. 6. CARE SHALL BE TAKEN TO MINIMIZE DAMAGE TO STAKE. ANY DAMAGE SHALL BE TRIMMED BACK TO AN UNDAMAGED CONDITION. 2109 LD-650-Vr 3 CITY COMMENTS 15/10/20111 TIC 2 CITY COMMENTS 12/15/20111 TTC 1 CITY COMMENTS 2 2011 TTC Nb. Revebn not. Pw ab 4- by A 7R orb.,, by A iR I..x+e by TTC CAa -ee by ARP,oueo by s.ee Dot December 13, 2010 P,ojeel nu. Butler Farms RE CUT Floodplain and Streambank Stabilization EE NOTE 4 South Burlington, Vermont bvae /br Permitting Not Approved for Construction a,ow g nae Details Live Stake 12/10 LD-680-VT N.T.S. Source: VIRANS LD-LIVESTAKE C-05 AeN of 5 5- Project Numbw 57034.01