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Home My WebLink AboutBATCH - Supplemental - 1580 1620 Shelburne Roadl AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 PUBLIC NOTICE PUBLIC COMMENT PERIOD: January 12, 2010 - January 21, 2010 PERMITTEE INFORMATION PERMITTEE NAME: Heritage Automotive Group, Inc. PERMITTEE ADDRESS: PO Box 1100 Burlington, VT 05402-1100 GENERAL PERMIT NUMBER: 3-9015 PERMIT NUMBER: 3129-9015 PROJECT ID NUMBER: EJ98-0330.08 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: Lake Champlain EXPIRATION DATE OF AUTHORIZATION TO DISCHARGE: Ten years from issuance date of final permit DESCRIPTION: This is a draft authorization to discharge proposed for issuance to Heritage Automotive Group, Inc. for the discharge of stormwater runoff from Heritage Automotive Group fuel storage, car wash, and parking expansion located in South Burlington, Vermont to Lake Champlain. The means of treatment include grass treatment channels, swales, and treatment basin. -2- FURTHER INFORMATION The complete application is on file and may be inspected at the VANR, Waterbury Office. Copies will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records and may be obtained by calling 802-241-3770 from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed authorization to discharge are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) January 21, 2010, by the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Attention Vicki Hill, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671 or send via email to Stormwater@state.vt.us. If sending by mail, the general permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. If sending by e-mail, the general permit number should appear on the subject line. All comments received by the above date will be considered by DEC prior to issuance of an authorization to discharge under the general permit. FINAL ACTION/APPEAL At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny an authorization to discharge under the general permit. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $250.00, payable to the state of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available or, 1111G at llic lut L11G L'11V11V1ll11G111Q1 l.11uil 1J GY10 t•111jJUll 'Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660) Justin G. Johnson, Commissioner Department of Environmental Conservation AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 PUBLIC NOTICE PUBLIC COMMENT PERIOD: July 21, 2010 -July 30, 2010 PERMITTEE INFORMATION PERMITTEE NAME: Heritage Automotive Group PERMITTEE ADDRESS: PO Box 1100 Burlington, VT 05402-1100 GENERAL PERMIT NUMBER: 3-9010 Amended (May 2007) PERMIT NUMBER: 3129-9010.R PREVIOUS PERMIT NUMBER: 3129-9010 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: North Brook EXPIRATION DATE OF AUTHORIZATION TO DISCHARGE: Ten years from issuance date of final permit DESCRIPTION: This is a draft authorization to discharge proposed for issuance to Heritage Automotive Group for the discharge of stormwater runoff from the Heritage Automotive dealership located in South Burlington, Vermont to North Brook. The means of treatment include grass lined swales, detention ponds, and vegetated swales. -2- FURTHER INFORMATION The complete application is on file and may be inspected at the VANR, Waterbury Office. Copies will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records and may be obtained by calling 802-241-3770 from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed authorization to discharge are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) July 30, 2010, by the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Attention Vicki Hill, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671 or send via email to Stormwater@state.vt.us. If sending by mail, the general permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. If sending by e-mail, the general permit number should appear on the subject line. All comments received by the above date will be considered by DEC prior to issuance of an authorization to discharge under the general permit. FINAL ACTION/APPEAL At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny an authorization to discharge under the general permit. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $250.00, payable to the state of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims parry status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontjudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660) Justin G. Johnson, Commissioner Department of Environmental Conservation DEVELOPMENT REVIEW BOARD 1 SEPTEMBER 2009 PAGE 10 LLC, subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. tch Plan Application #SD-09-39 of Heritage Automotive Group to ame a ned unit development consisting of 87,524 sq. ft. of building square footage in five buildings used for automotive sales and service. The amendment consists of: 1) constructing a private car wash, 2) installing two above -ground fuel tanks and 3) constructing additional parking spaces, 1580-1620 Shelburne Rd: Mr.Hewitt said they are proposing an on -site car wash. He showed the location as well as the location of additional parking. This is a PUD with 5 different parcels. They will propose some new landscaping. Mr. Belair said outside storage of pallets, etc., should be shown on the plan. Mr. Hewitt said the tanks are on slabs above -ground with an awning above. Mr. Belair said the Division of Fire Safety will deal with the gas tanks. Mr. Hewitt said one tank - will be gas, one will be diesel. There will be some kind of structure around them. Mr. Belair noted that front yard coverage is 40% and 30% is the requirement. Mr. Hewitt said this may be the result of the Shelburne Rd. widening. Mr. Dinklage asked them to see if any improvement can be made. Mr. Hewitt said the project will improve site circulation. As there was no further business to come before the Board, the meeting was adjourned at 12:35 a.m. on 2 September 2009 Cler / C0 ? _ Date *- z � a6,- �� CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days.. 24 V.S.A. § 4471(c). HEARING DATE. Ply/q NAME PROJECT OF INTEREST CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEAR G DATE: NA CL1-7A�� MAILING ADDRESS PROJ e M eR�vwe i0(C ► ECT OF INERES I �ay'S�� -�' f 'PD176) Izcd uT S d. ��, 10(f�c�aE .✓T 10 /?y7 TO,R-7�nS -7>0„ J, C o L v- I ca g) > el (o shONPi C)`bd-� P 9 b I�1��11� lfal a-�e 70 IAl Interested Persons Record and Service List southburl.in ton VERMONT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A./§�4471(c). HEARING DATE: E� / • a�/6 PLEASE PRINT CLEARLY! KI n eerf IIt%IV1L , wiHiLiNU ADDRESS PROJECT OF INTEREST / I<al k L �uG rn 11-7 lid t, S� i CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 27, 2009 Find ings_Decisions\2009\Heritage_SD0939_mernadoc Plans received: August 12, 2009 HERITAGE AUTOMOTIVE - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-09-39 Agenda #12 Meeting Date: Sept. 1, 2009 Owner Applicant Heritage Automotive Group Heritage Automotive Group Green Mt. Drive Green Mt. Drive South Burlington, VT 05403 South Burlington, VT 05403 Contact: Sheila McIntyre Architect Summit Engineering, Inc. 50 Joy Drive South Burlington, VT 05403 Location Map Property Information Tax Parcel ID 0720-00030 Commercial 2 District 1.88 acres CITY OF SOUTH BURLING FON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING I:\Development Review Board\Findings Decisions\2009\Heritage SD0939 memo doc Heritage Automotive Group, hereafter referred to as the applicant, seeks sketch plan approval to amend a planned unit development consisting of 87,524 sq. ft. of building square footage in five (5) buildings used for automotive sales and service. The amendment consists of: 1) constructing a private car wash, 2) installing two (2) above ground fuel tanks, and 3) constructing additional parking spaces, 1580-1620 Shelburne Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on August 12, 2009 and have the following comments. Zoning District & Dimensional Requirements C2 Zoning District Required Proposed Min. Lot Size 40,000 SF 15.74 acres �l Max. Density* 7 units/acre ** Max. Building Coverage 40% 13.0% �l Max. Total Coverage 70% 68.8% Min. Front Setback 30 ft. >30 ft. �l Min. Side Setback 10 ft. >10 ft. _ �l Min. Rear Setback 30 ft. >30 ft. Max. Building Height 35 ft. >35ft. .T. Front Yard Coverage Rt.7 30% 40.2% Front Yard Coverage Green Mt. Drive[::773:0% 17.4% zoning compliance ** commercial buildings are not included in residential density calculations 4 pre-existing The applicant has exceeded the front yard coverage allowance for its Route 7 frontage. However, this is pre-existing and the proposed changes do not increase the non -conformity. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed additional dwelling units. 1. The South Burlington Water Department shall review and comment on the plans, prior to preliminary approval. 2. Occupancy shall not take place in the proposed car wash building until the applicant has obtained final water allocation approval from the South Burlington Water Department. CITY OF SOUTH BURLING 7-ON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING I:\Development Review BoardTindings Decisions\2009\Heritage SDO939 memo doc According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 3. The applicant shall obtain preliminary wastewater allocation approval from the Director of Planning and Zoning prior to submittal of the final plat application if necessary. 4. The South Burlington City Engineer should review and comment on the plans, prior to preliminary approval. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 5. The applicant shall submit a grading and erosion control plan with the preliminary plat application. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. There is adequate access to prevent unreasonable congestion. The proposal increases available parking at the site. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The lot proposed for development does not contain any wetlands. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 5.05 of the SBLDR, the purpose of the C2 District is to encourage general commercial activity. Development shall be subject to site plan review to coordinate traffic movements, encourage mixed -use developments, to provide share d parking opportunities and to provide a potential location for high -traffic generation commercial uses. Staff feels this project conforms to the planned development patterns in the area and the stated purpose of the C2 District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. 6. The applicant should include a detailed landscaping plan for preliminary plat application CITY OF SOUTH BURLIN6 f-ON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING I:\Development Review BoardTindings Decisions\2009\Heritage SD0939 memo doc The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 7. The South Burlington Fire Chief should review the proposed plans, prior to preliminary plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 8. The plans should be revised to show water and sewer lines for the private car wash. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 9. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 10. The plans should be revised to show the location and height of any proposed exterior lighting, prior to submittal of the preliminary plat application. In addition, lighting details (cut -sheets) for all proposed exterior lighting should be submitted with the preliminary plat application. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed project is consistent with South Burlington's Comprehensive Plan and Land Development Regulations. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff will better address whether the site provides for adequate planting when a landscaping plan is proposed. Landscaping is required for the new building. Staff has some concerns about the proposed handicapped parking spaces. The overall site plan shows four designated spaces, only two of which are bordered by an unloading area. The site plan has eliminated one of these inappropriate spaces, but one remains. It would be possible for this remaining space to be bordered by an unloading area if the adjoining space is striped off. CITY OF SOUTH BURLINb I -ON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING I:\Development Review Board\Findings Decisions\2009\Heritage SD0939 memo doc The South Burlington Land Development Regulations require 2 spaces per 1000sf gross floor area. At 88,824 sq. ft., the lot requires 178 spaces. The applicant is proposing 54 new spaces, however the plans only depict 53 new spaces. The lot already has adequate existing parking. Four (4) spaces are proposed as handicapped accessible, however the plans are inconsistent and two spaces do not have adjacent unloading areas. Four handicapped accessible spaces are required for every 100 customer-, service- or employee spaces. Four additional handicapped accessible spaces would bring the lot's total to the required eight (8). It is not clear from the plans how many spaces will be lost to re -designation as handicapped accessible parking. 11. The plans shall be revised to accurately show handicapped accessible parking spaces with adequate unloading areas. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The plans demonstrate compliance with this criterion. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The plans do not indicate the height of the proposed structure. 12. The plans shall be revised to show the height of the proposed private car wash. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 13. The applicant should submit typical building elevations for the proposed building, with the preliminary plat application. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit typical building elevations for the proposed building, with the preliminary plat application. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. i r CITY OF SOUTH BURLIN6 I -ON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING I:\Development Review BoardTindings Decisions\2009\Heritage SD0939 memo doc The proposed project is part of a larger commercial development. Staff does not feel it is necessary to require any specific access easements at this time. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). No new dumpsters or solid waste facilities are proposed. Landscaping and Screening Requirements Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. At least one (1) major deciduous shade tree, whose caliper is equal to or greater than two and one-half (2.5) inches when measures six (6) inches above ground at the time of planting, shall be provided for every five (5) parking spaces. 14. The plans shall be revised to show any of the parking areas subject to this requirement in compliance with the "Internal Landscaping of Parking Areas" requirements outlined in Section 13.06(B) of the South Burlington Land Development Regulations, prior to submittal of the preliminary plat application. 15. The applicant should submit a landscaping plan in accordance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations, prior to submittal of the preliminary plat application. 16. Pursuant to Section 13.06(B)(4) of the South Burlington Land Development Regulations, the plans should be revised to show the location of snow storage areas, prior to submittal of the final plat application. RECOMMENDATION Staff recommends that the applicant address the numbered items in the "Comments" Section of this report prior to submitting a preliminary plat application. Respectfully submitted, Cathyann LaRose, Associate Planner e ` o G RE E N M 0 U N T A I N D R I V E o II I I R —ro —1 — N Ayodrno ad A I IMbe ° � �MWO NSA ACFS lox Sptams Ca . I V.I. Sol. Pq Sli ,4 I 0 ;m1 I o I M 1 I . Shrub I 12 P110MED PAF MO AREA 17 SPACES • I 12 Heritage Collision Cuatdms• and 5-r Parkhq Shrub Center 1 J 1 O 0 RP'a I I I I 12 PeiW06ED TAAKS AAO MJ nd �akrmar� foarnant � g ® 4 HANDICAP SPAS 1O K DELMATEO Herit a Croup P. jr I l AJ IN EASTI40 PAPWp AREA Office Nbreho I PROPOSED ENO AREA20 EmplaJse oM Cuabmer Po.kMp I ° I w M � I I I RP'i OO ° OR°0 0 0 I iLl° I z I N/F 1 ei I Q I Ku' SfsA Core. Lots A d B I O 0 O In,antory cMkk Podrb9 x o Y ti NsL 5a1, Pg 518 I bvwtory 1rAlcls Pakkg O O In,snlpY Nehk/a PPMbq Z 12' 25' Epee I I I Po IA✓. 487, Pg. 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PROPOsm PARK//L Cu w,, 5 and Enlda)w 54 /londkop 5Pooaa REOUMED PARXAIL 2 Syacaa Fen IWO SF G— Fko Argo X M824 SF - 178 Spaces Hondk� Sp— 4 50ocae per iM CLstam4r, SONcs and EnWI.Yse - 8 Spots, Tald Aran 685,6J4 SF - 1574 A— .Soo, bnRmdek,n BURdnga: 87,521 SF E+blbq a -r A I." sF pmPoaw - a.2x Po,snanf: J58,9J2 5F Exbtn9 -5z." 24,Jao SF Pw —I - J.Sx N/F C-bbad Inparsbaa: 446, 456 SF fxNtMyy -65. IX N194 Racba J,aP, Inc, 25,600 5F Propoesd -68 Hx ratd I^War"la s' 446,456 SF Eryt,p -65. 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Ile 2.98 Acres W 2/4, Pg. 451 Z42 A— cbl 280, PP IJ4 1.89 A 13. 11 A— rota OV ERALL SITE PLAN o 7/6/2/2008 OPAM7NG NO HERITAGE AUTOMOTIVE GROUP S1 FUEL STORAGE AND CAR WASH-,?accr NO GREEN MOUNTAIN MVE 8102 SOIJTH euRUNGTON, VT © V --- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ------------------ ------------- ---------------------------------W------ - - - - - - --------------- r----------------- , I I I 1 GREEN MOON TA I N O RI VE! -- --- ------- --------------------- ----I-- �xro� sanRwy s.... I I Rim. 516.05 I I wv ------ ----------------------- - - - - - - - - - - - - - - - - - - - - ---- -�.--------------'�- --�-------�7---- ---- 4- hon.IamNr I I to-1 --- - O --�-- - - - -b- -- I I 11 ` o -- II o -. - ---� I ` - _ _ e�fa I I Rht 5M.Q2 ' I II 1 fa�L.are \---- - ------ - - - C C C O I I 1 , _ _ _ -' - Existing Building I i i 1 I 1 1 1 � 1 ' ___ .. AC__Pad -------- ------- f I I ------ } I -- canaret CafM fAuh COId Bo.h Rkn - 500.90 PIIOP'ow OtRN m OF 08MM IW�R R/Mt01 '�.� I I Existing Building �"d. I.\ h,. -sae... �- .. R�kn 50t.07I I I tlaA .M441 4ae56 1� Ism T • A. ... ..e ISOD wt.•f T�- ----- OAS pESEt TAt•( PUMP _,!� _ I �'�--------------- ------- A.I ��•�• 4 --- -- _ OESEL PIMP - I -- - RRina-a5001" I I ------------ PoNd III �I IL.w.r CuM I ( DESIGN OUALIFICATION THIS DESIGN HAS BEEN PREPARED TO MEET EXISTING CITY OF SOUTH AID TES BURLINGTON STANDARDS AND REGULATIONS AND THE ENVIRONMENTAL PROTECTION RULES OF THE AGENCY OF NATURAL RESOURCES. NO T• UMITY CpJAIECRLWS SNOaN REPRFSEN7 RIOSE GUARANTEE IS MADE HEREIN AS TO THE CONSTRUCTABILITY OR to aos-sr Kmom EA7snNG WORKABILITY OF THIS SYSTEM OTHER THAN THOSE IMPLIED IN THE 2. UTAITY CO•.WECTAONS TO RE COORDINATED WIN AND GRAPHIC SCALE STATED RULES AND REGULATIONS. 9E ro IIIE 57ANDARDS OF THE RESPEC77W UMJTY PROLWJER. 5. ALL UTR.ITY CONNECRONS SHALL BE 1ERRIED IN 7 W FIELD 9Y THE CONTRACTOR FURTHERMORE, THIS PLAN HAS BEEN PREPARED FOR THE APPLICATION TO FOR LOCATION, SIZE, MATERIAL AND COWNI70N PRIOR TO CONNECTION. THE WATER SUPPLY DIMSION OFTHE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR A CONSTRUCTION PERMIT. ( IM ) SITE AND UTILITY INFORMATION NOT ASSOCIATED WITH THE DESIGN l (LLoh - 20 tt OF THE WATER CONNECTION FOR THE PROPOSED STRUCTURES MAY NOT BE ACCURATELY DEPICTED ON THIS PLAN, Location Map k � ) i �v - LIMEND LM. w R.O.W. LM. - -•- - Exhfhg Wafer MOM w S.rrk. E,bf� L77-don Cmto•r ma Prop .d Contour — -- -.-- .-�. DifM ——UG/E/T— L%dnground ET.cfrk/T.hlohon. 011/E/T O.sh.Od El.atrk/TM.ph- sRt/c- 1-tkn I-. r--� � � ----- -Setback ( QA•.rt • Curhsfap o (NirJ Lon Pb. F rrd O (MF) Lon Rod found 0 UtfNy Pd. A S.: r fPa conf.d Poht O Eri.fhg Light Pat. •L- Pro,Pond Llot PON rO NJdrglf Gate lout r ston. L'A.ck Dam RECEIVED AUG 12 t.111 City of So. Burlington 0~ OI R—d H.Ntog, Aufomafiy rm,' Inc, IWO-1620 AMbum. Rand sa RuNhgtw. VT 05403 (602) 66s-6T90 Ifal-9 Add-.: PO. a- 1100 aaAMgton, 1 05402-f100 NPN/G00 SITE PLAN oA7E- 7/2/09 °FH LNAM4 _ HERITAGE AUTOMOTIVE GROUP ORAINNG NO NPN ®UMMIT CNOINCCRINO, MC 6nao•..f• -',T FUEL STORAGE AND CAR WASH S 2 CTAFGYED OFH SCAtE • w, • PW - • L-d-g I AmNbp. 50 Joy Drive South Burlington, VT 05403 GREEN MOUNTAIN DRIVE PRO-cr NO 8 �2 81 ARF NAIC sozAM 1.-20• Ba,. (502) 555-35M Fax (502) ex-3029 SOUTH BURLINGTON, VT © L August 21, 2009 Heritage Automotive Group, Inc. PO Box 1100 Burlington, VT 05402-1100 Re: 1580-1620 Shelburne Road Dear Property Owner: Enclosed is the draft agenda for the September 1st, 2009 South Burlington Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. Cc: Sheila McIntyre Summit Engineering, Inc. 50 Joy Drive South Burlington, VT 05403 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com r w►0400 �WA,M I south urlineton PLANNING & ZONING August 21, 2009 GMS Realty, LLP 5452 US Rte. 5, Suite G Newport, VT 05885 Re: 1580 -1620 Shelburne Road, Heritage Automotive Dear Property Owner: Enclosed is a copy of the draft agenda for the September 1, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Pa Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.coni ►Gn `r southburfington PLANNING & ZONING August 21, 2009 Pizzagalli Properties, LLC PO Box 2009 South Burlington, VT 05407-2009 Re: 1580 -1620 Shelburne Road, Heritage Automotive Dear Property Owner: Enclosed is a copy of the draft agenda for the September 1, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburi.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com �► ,§ r,.i 1WAR southurfiugtom PLANNING & ZONING August 21, 2009 DBS Limited Liability Partnership c/o Goss Dodge 1485 Shelburne Road South Burlington, VT 05403 Re: 1580 -1620 Shelburne Road, Heritage Automotive Dear Property Owner: Enclosed is a copy of the draft agenda for the September 1, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com rto MEN southburlington PLANNING & ZONING August 21, 2009 Antonio C. Pomerleau, LLC 69 College Street Burlington, VT 05401 Re: 1580 -1620 Shelburne Road, Heritage Automotive Dear Property Owner: Enclosed is a copy of the draft agenda for the September 1, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburi.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 57S Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Afill southburliu ton PLANNING & ZONING August 21, 2009 Millicent C. Lash, Trustee 1515 Shelburne Road South Burlington, VT 05403 Re: 1580 -1620 Shelburne Road, Heritage Automotive Dear Property Owner: Enclosed is a copy of the draft agenda for the September 1, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com r ,►�% 0 southbunington PLANNING & ZONING August 21, 2009 MDT Partnership 1650 Shelburne Road South Burlington, VT 05403 Re: 1580 -1620 Shelburne Road, Heritage Automotive Dear Property Owner: Enclosed is a copy of the draft agenda for the September 1, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.coni r ► AIM south urli gton PLANNING & ZONING August 21, 2009 IDX Systems Corporation PO Box 4900, Dept. 201 Scottsdale, AZ 85261-4900 Re: 1580 -1620 Shelburne Road, Heritage Automotive Dear Property Owner: Enclosed is a copy of the draft agenda for the September 1, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda wick be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, L - Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT O'S403 tel 802.846.4106 fax 802.846.4101 www.sburl.com P o 04-46@01 `r southurlington PLANNING & ZONING August 21, 2009 Forest Park Realty Corp. 255 Kennedy Drive South Burlington, VT 05403 Re: 1580 -1620 Shelburne Road, Heritage Automotive Dear Property Owner: Enclosed is a copy of the draft agenda for the September 1, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceedirrg:" - ., — - If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, )§�e— Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Permit Number SD-- �--� APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Heritage Automotive Group, Inc., P.O. Box 1100, Burlington, VT 05402-1100 #(802) 863-1485 (p) 2) LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 280, P . 134 3) APPLICANT (Name, mailing address, phone and fax #) Same as above 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Sheila McIntyre, Summit Engineering, Inc., 50 Joy Drive, South Burlington, VT 05403 #(802) 658-5588 Contact email address smcityreno summiten vt.com 6) PROJECT STREET ADDRESS: 1580 — 1620 Shelburne Road, South Burlington, VT 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01580. 1540-1600. 1540-1620• 0720-00030; 0720-00040 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Automotive Sales and Service b) Proposed Uses on property (include description and size of each new use and existing uses to remain) _A private car wash, private above ground fuel tanks (2), and parkin t�pport automotive sales and service c) Total building square footage on property (proposed buildings and existing buildings to remain) 87,524 sf existing and 1,300 sf proposed. Total 88,824 sf. d) Proposed height of building (if applicable) Less than 30 ft car wash e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Stormwater Management Overlay District; Traffic Overlay District Zone 5 — Balance of Restricted Roads. 9) LOT COVERAGE a) Building: Existing 12.8 % Proposed 13.0 % b) Overall (building, parking, outside storage, etc) Existing 65.1_% Proposed 68.8_% c) Front yard (Shelburne Road) Existing40.2 % Proposed 40.2 % Front yard (Green Mtn. Dr.) Existing 15.9_% Proposed 17.4_% 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Utility Easements 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Water and sewer lines will be extended on site to serve the proposed facility. There is no proposed increase in flows as car washing is being relocated to a new on site facility with water conserving features. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) see attached 13) ESTIMATED PROJECT COMPLETION DATE October 2010 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (1 V x 17") of the plans must be submitted. A sketch subdivision application fee is $125. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. LA ,,SIGNA URE OF APPLIOANT SIGNATURE OF (--g A V I OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: Pr/Complete ❑ Incomplete 1 Adjoining Property Owners: Heritage Automotive Group 1580 —1620 Shelburne Road Owner/ Applicant The Heritage Group 1580 Shelburne Road South Burlington, VT 05403 Adioiners IDX Systems Corporation P.O. Box 4900, Dept. 201 Scottsdale, AZ 85261-4900 MDT Partnership 1650 Shelburne Road South Burlington, VT 05403 Millicent C. Lash, Trustee 1515 Shelburne, Road South Burlington, VT 05403 Antonio C. Pomerleau, LLC 69 College Street Burlington, VT 05401 DBS Limited Liability Partnership c/o Goss Dodge 1485 Shelburne Road South Burlington, VT 05403 Pizzagalli Properties, LLC P.O. Box 2009 South Burlington, VT 05407-2009 GMS Realty, LLP 5452 US Rte 5, Suite G Newport, VT 05885 Memorandum September 24, 9/20/85 Page 3 1985 agenda items serves the new building. Circulation. is provided on three sides of the expanded building and on one side of the new building. See Ch-ief Godde tte' s memo. Parking: The ordinance requires 54 parking spaces at the highest use of the building; 54 are shown. Landscaping: A $8500 landscaping bond is required. I need more detail on the exact number of plantings to insure that the required costs are met. Other: See Goddettes and Szymanski's memos. An analysis from Wagner, Heindel and Noyse is expected at the meeting since this is in the watershed area. 7) NORDIC FORD/TOYOTA The applicant proposes to construct a 14,000 square foot building for automobile sales and service at 1620 Shelburne Road (corner of Green Mountain Drive). This building is part of an overall master plan consisting of Nordic Toyota, Nordic Ford, Nordic Tractor at 1580, and 1600 Shelbuene Road, and 40 Green Mountain Drive respectively. The plan shows a new parking lot design and layout on all lots as well as the new construction at 1620 Shelburne Road. The total plan shows 958 parking spaces. Originally there were + 654. The new building lot has 234 parking spaces. Presently, the majority of this lot is paved and used for vehicle parking/ storage etc. Access and Circulation: Six curb.cuts provide access. There are three on Shelburne Road. Two are shown on the east -west portion of Green Mountain Drive and one on the north -south portion of Green Mountain Drive. A new, improved circulation plan is shown throughout the property. Landscaping: A $10,900 landscaping plan is required. Approximately half of this is spent on the new building lot; the rest is spent improving the landscaping on the balance of the property. Lot coverage is excessive. -I expect to receive revised plans before the meeting to bring lot coverage figures into conformance on the new lot and on the complex as a whole. '\ ol�."` VJ04C `� Memorandum September 24, 1985 agenda items 9/20/85 Page 4 Other: An evaluation of the drainage plan is expected from WH & N at the meeting. See Szymanski's comments 8) ANDERSON, BROWN AND BROWN, BERARD LOT #3, ETHAN ALLEN DRIVE The applicant proposes to construct an 11,500 square foot building for the "Diesel Doctor" business. This is a conditional use and received ZBA approval. Access: Access is provided by a 24 foot wide shared driveway with lot #2 to the west. The owner is the same for both lots. Lot #2 received ZBA approval for multiple uses and is the following item on the agenda. Circulation: The driveway and parking area is on the northern and western side of the building. Parking: This use requires 21 spaces. Twenty two are shown. Landscaping: A bond of $6450 must be posted prior to permit. The plan is sufficient in cost with 4 Norway maples, 3 Austrian pine, and cedar, crab, and white pine and others around the building. Other: Lot coverage is below the maximum permitted. The septic system is planned for both lots. (See Szymanski's comments) 9) ANDERSON, BROWN AND BROWN, BERARD LOT #2, ETHAN ALLEN DRIVE The applicant proposes to construct a 5000 square foot building for multiple occupancy, leased by the owner. A future 6000 square foot addition is shown and can be approved in this site plan application if the Planning Commission desires. Access: A shared 20 foot driveway is shown with lot #3 to the east. Parking: 18 parking spaces are shown which should be sufficient. Parking will probably be shared between lots. Landscaping: A $3100 landscaping bond is required prior to permit. The plan meets this requirement and is similar to the plantings on lot #3. Goddette memorandum 9/20/85 Pg.#2 7. Nordic Ford/Toyota; Shelburne Plans were reviewed and at this time ther are problems with giving fire protection. More time is needed plus additional city service upgrading. 8. Mark Hill investments; 5 Green mT. Drive. Plans reviewed by the fire department and for the size of the buildings the following is needed for fire protection. A. A fire lane is needed of at least 18, to connect the two parking lots. B. At least one hydrant is needed on the property. Ca \j c r ally I (p xaa w x 9-3 7 X S— be -1(ox10-11, 33 13 `4 X -!� 17 �, 8 ! a 9x UJ PR x I� ay v ✓ -6 K joy kN� f (310 3 q� 3o los September 20, 1985 Ross Anderson Partner, Allson Partnership 1580-1600 Shelburne Road South Burlington, Vermont 05401 Re: Nordic Ford/Toyota Site Plan Dear Mr. Anderson: Enclosed are the Planning Commission agenda and memos from the City Engineer, Fire Chief and me regarding your application. Please be sure someone is present to represent your application on Tuesday, September 24, 1985. Sincerify, Jane Bechtel Lafleur, City Planner Encls cc: Kathy Huffman NOR FORD/TO 15 August 1985 Mrs. Jane Bechtel Planning Director South Burlington Planni Dorset Street S. Burlington, VT Dear Mrs. Bechtel: Shelburne Road gton, VT 05402 863-6000 I am writing concerning Allson Partnership's application for the project at Nordic Toyota. Our Toyota business has grown threefold in the past three years and we find we need to provide a larger, more modern facility to better service our existing customers. Although we anticipate some additional growth in the next few years, these new facilities are designed to handle it. We were asked by our architects to provide you with some traffic count data so you might better assess the impact of this project on Shelburne Road traffic. I have enclosed copies of the count from Monday, August 12th through Wednesday, August 14th. These are normally our higher traffic days and are representative for comparable periods during the year. Our traffic count drops Thursday and Friday, and Saturday is a sales only day (our service, parts and body shop departments are closed), so the impact on Shelburne Road traffic would be less. The highest count was 4 to 6 pm on Monday, the 12th, when 256 trips were counted. As our architects have told you, we are in the process of purchasing the Otter Valley facility located on Green Mountain Drive in back of our present facilities which will increase our green space requirements and by the hearing date those negotiations should be far enough along to assure your committee of a definite transfer to Allson Partnership. WE DO IT RIGHT... THE FIRST TIME! N R 1580-1600 Shelburne Road So. Burlington, VT 05402 FORD/TOYOTA 802-863-6000 Mrs. Jane Bechtel Page 2 We have enjoyed doing business in South Burlington and hope that your committee gives favorable approval for this project so we may remain here within the community with our Toyota operation. If there are ,any additional questions I may answer, please feel free to call me at f�63-6000. wi Ross Anderson Partner, Allson Partnerships RECEIVED AUG ? t 1985 ALEXAN DER & TRUEX WE DO IT RIGHT... THE FIRST TIME! .L ,C, . c�v ''a1S x tag �3�X15 • 3o Y �' 1t4 x� a -1-0 'It 1 J ►3a.v�� raou� ti l o NORDIC FORD/TOYOTA - Planning Commission Submittal Existing Proposed Parcel Development Total Parcel Acreage Building Footprint Parking & Storgae # Spaces # Handicapped Spaces Asphalt Surface Gravel Surface Coverage Gravel & Asphalt Surface Gravel, Asphalt & Building 10.72A 13.85A 466,963 Sq Ft 603,306 Sq Ft 43,163 561090 (9.2%) (9.4%) +654 958 0 4 +217,000 +365,600 +5A (46 1/2%) +8.4A (60.6%) 48,750 0 +1.1A (10 1/2%) +265,750 Sq Ft +365,600 Sq Ft (57%) +8.4A (60.6%) +308,913 Sq Ft +421,690 Sq Ft +66% +70% aAl P�r- , TRAFFIC STUDY NORDIC FORD/TOYOTA, INC. q 7:30 A.M. til._$;0,6-A.M. Enter Total I �� Enter Exit Total Exit '50 DATE: 4:00 P.M. til P.M. Enter Total ( —7 Enter Exit 4tit— -44 �1I- 'Tl I 14441- 444 j- 4H+ +-W4+ Total 9 Exit (V„J RECEIVED AUG 16 1.995 AtEXANDER & TRUEJ f 0 Vie- ,-�n�� ) �Uv�'IL2f �� n�C AOW ITRAFFIC STUDY NORDIC FORD/TOYOTA, INC. q ;�;) 7:30 A.M. til 4� A.M. Enter Exit -�- T-{ -, I Total Enter Total Exit 4:00 P.M. till Enter *W +H-{ + H-' -�-f- I- '144 ICI Total Enter �36 1-12 �:00 P.M. Exit Total RECEIVED AUG x c M5 ALEXANDER & TRUEY (rity.-ncc, TRAFFIC STUDY NORDIC FORD/TOYOTA, INC. z <' _y a 7:30 A.M. til 9 OO A.M. Enter Exit J" % -f Total Enter Sb Total Exit �4 4:00 P.M. til Enter +ftf +tit- 111 Total Enter 38 DATE: A.�( 6:00 P.M. Exit --4+ -4f+ Total Exit 5-1 EC NED AUG J F� 1985 ALEWDER & TRU EX TRAFFIC STUDY NORDIC FORD/TOYOTA, INC. DATE: 3J 7:30 A.M. til 94-0-0-A.M. Total q0 Enter Total Exit 1 4:00 P.M. til (g00 P.M. Enter I Exit Total Enter Lfo Total Exit 1REC 1 Y EO AUG T 4 1985 AEM R &, TRUEA TRAFFIC STUDY NORDIC FORD/TOYOTA, INC. DATE:� 3�, 7:30 A.M. til 9:0@ A.M. Enter f4� ---Hft Total Exit -t* 411 � Lt 4:00 P.M. til-9—GO P.M. Enter Total Enter Z-1 5 Exit Total Exit Ll 2- RECEIVED AUG,. ALEX DER & TRUEX To �( 410c-A-k\ej"n ec)hfcOCC wf-`3w,tn e4--\ �rc,nce_ FIC STUDY NORDIC FORD/TOYOTA, INC. 7:30 A.M. til 9:A A.M. Enter Total Enter L� Exit Total Exit 1a DATE: (��p h3 4:00 P.M. til (!�-00 P.M. Enter - t4 �T "Ir' I (' Total Enter Total Exit 199 RECEIVED AUG I f: 1985 A.LEMNDER & ft i `EX STORM WATER MANAGEMENT REPORT FOR NORDIC FORD/TOYOTA South Burlington, Vermont August 1985 Prepared by: Pinkham Engineering Associates, Inc. 431 Pine Street The Maltex Building Burlington; Vermont 05402 #�2• .� 4� �,� "+, : .,�i '1'Ml .� "♦y �'`iS.l„A €> did ,�'°' JU lw S' + All In a • • 4 .. w 1':-4a s. .. ."...74,, �..wn.YgAb�•�y aa/ .h lk'. "a!t P r•.4 � per— s ji �, a p�; �►.y . `� � Qr � �� :s,x� µ » ,n, s �• . �~• � :.. _ »i ...... .. .,. ,:t. r '4 '.#e.: � "�F•..rYiM�:,Sv'k..5.� ..�.� �� Y' • y a. p. n ►. � = �ifMa+e 40* e y,�• • � ' d^n �t'j ,� � ...rrtM' ' �1's � . �+M. w . wp�a •. , �� ` , ii yfi � �" r t � � ' •6., pw.t .'A... e , i. �..a•F —" .. a .0 . y' / �"'^a�; w„fl...uq: � ♦ ,k ' ,''� ...=�' STORM WATER MANAGEMENT REPORT FOR NORDIC FORD/TOYOTA South Burlington, Vermont This report has been prepared on the behalf of Nordic Ford/Toyota as part of the supporting data required for approval by the City of South Burlington for a proposed expansion of existing facilities. Storm water runo'ff has been examined at two outfall points (an exist— ing 12" culvert and an existing 32" X 50" arch culvert) for three development conditions: 1. Nordic property undeveloped 2. Nordic property in the existing condition 3. Nordic property under proposed conditions All other lands within the examined drainage area were assumed to be in their existing state for all three conditions. The drainage di— vide for the undeveloped property was assumed to be as it exists now and the design for the proposed conditions rendered the divide also to be the same. The Green Mountain Drive storm system will be directed into the new detention pond area via a new pipe to the northside of Green Mountain Drive 200' east of Route 7. The detention pond with control structure (see detail) was designed for the southwest corner of the property and a portion of the Route 7 Right of Way. A 15 foot shoulder was maintained for future widening of the highway. The pond was designed to limit the peak flow during a 25 year storm to less than existing conditions. In addition, an overflow weir was designed into the structure to accommodate -a 100 year storm, considering US Route 7 an arterial highway. Computations were performed using the SCS Technical Release #55 ULLan HYdLQ1Q2Y £QL email WaijeC.ahgda hydrograph method via Hydro Systems, Inc. "Draincalc" program. Times of concentration (Tc) were calcu— lated by the overland flow method. Curve Numbers (CN) were assessed using the TR-55 Table 2-2. The drainage areas shown differ slightly from those shown on the plan "Bartlett Brook Study" of March 12, 1984 by Wagner, Heindel, & Noyes. The variations are based on field obser— vations by Pinkham Engineering Associates, Inc. In conclusion, the peak runoff due to site improvements would in— crease at Outfall Point #1 by 0.4 CFS during a 25 year storm. How— ever, when that combines with the outflow from the arch culvert at Outfall #2, there would be a net decrease of 6.2 CFS. (Point 1 & 2) This improvement would bring down the peak flow for the proposed conditions to within 1.5 CFS of the peak for the undeveloped conditions. Additionally, the pond would serve to detain the peak surge by 12 minutes, thereby allowing the down stream system more time to discharge into the lake. SUMMARY OF PEAK RUNOFF RATES FOR A 25 YEAR STORM (Drainage Areas 1 and 2 Combi6ed) UNDEVELHEQ EXISIINQ BEHMED 39.2 CFS 43.8 CFS 40.3 CFS LovJR�1' Tor OP GUR5 ROUTE' 7 1�2,7 RE t ki o;noco 0 Ce t�c�.�TFr Pa L. ( FFoR sw copNF�R cf `Navoic Piz©PEFrY) PTC ±-SET SECOND 2r:;) 're. �9p?�A IF rM A7 OUTFAU, � (a" WLNa?T) Wovtc. 'Fi�omr',< Ut4 xxv -cec-'D 10. 2 0. 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WEE-1 OE' R SF CON HOUR lt:X07'196► L.,OiVrrloh45 q.. 0 0. . 4 # 0.:r 0.E i_.4 8 0.4 11.4 o. S 11 . C 12.2 12.4 1 1; , 4 C. Ci#M#IE#a41k###�f#J###34###?!#�F## if####iF�i➢i##MdE�FiP t a. 13.4 2.5 i 3. 6 2. '. 14.# } 14.4 4. L # #?�# :� . OUBCAT 3 14.8 #at # i . --------__ :i5. 0 ##ir!E# 1. _ i::iREA= :13 ACRE-S 15.2 ## ` . LA CNN= 72. 1 AAi, 5.6 x it.`3 ;,EA FLOW:=• 13. ; CES 5, a 0. 9 i;AINFALI,_= 4.2 NCHES S. 0 # 0. g VOL= 1. 58 AC;. FT. 6. 2 0.8 � 16. 4# 16.8 # 0.6 17.10 0. 7 1 7 . 2' 0.7 17. 4 * 0, 17.6 '1l if iF 0. z Iy. a x"k 0.6 16. 4` ## 0.6 i r S. '. 9 . ' 4 )t 9f 0,, . w _ 9. 8 0.5 q HY'DKOGRF P.1-i l uR �,.-'i.iB+1A C r•fME4,4-' 4- .5 ----------------------------------- •M•'IE•)f- iF •# •1F .�. -!{-'k'?l' -# -i? •1f .� #• ?F j4• � * iF # HOUR ��20"�'C? '� �st�►gITIQA 'ram ls.: '1 . 43k LA .. i 1. 8 uj. i► 01 11. *yy yYy ..y4y y y y J .� • � � T- "i� '�T "F `Yf TI' �C Tf � T � ]f' � � -fl T. 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C«3 t`i L•S t.1 G1 C•1 C i GAS t` $� U{ Chi C� Cis .{ ui - LR Lt{ fY:Y Cts t R �C= F i ti L i Iej {t i t x s a �. a r- +�tSt"sols� D C8 iwin 19=9 9:cisty0!Ca+sjIs; Istssc35fkSd GS:�5+t5-9"S" Ise3CA.0.sG!Go . . . . . , . a . . a . & S rtLryF F=.k , i rt • Fs i ; Ci iW Cal C J W W Cat --4 _ tD [Tr I'ta .. .. }.. e { { { { d t { l L^ {.- { { 0 { i ys ;{ { `i C7 { { If t C9 { { `i i 3 r•� Fri { { { r { 1� { O � V 17 { iJ { ci TS 1^~3 { r1l, ?.v t HYDROGRAPH FOR MEMORY # 10 ---------- --- ------ - -- CUBIC FEET PER SECOND HOUR 10.0 0.9 10 2 1.3 10:4 1.4 10.6 1.5 10.8 1.6 11.0 1.9 11.2 2.2 11,4 2.9 11,6 4.rfi 11. Bit 1310 1210 30.1 12,2 12.4 12,6 33o2 26.0 13,0 i3.2 13.2 10. 4 13.4 8.5 13.6 7.0 13.8 6.0 14.0 :5.3 14.2 4.9 14.4 4.4 14.6 4.1 14.8 4.0 15.0 3.6 I ci-.0 A 390,09 40.3 Nor-01'LCI , ) oo 5 4A ," State of Vermont CERTIFICATION OF COMPLIANCE CASE NO. 4C0649 APPLICANT Allson Partnership ADDRESS 1580--1600 Shelburne So. Burlington, VT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Road Chapter 4 - Public Buildings 05401 Chapter 7 - Sewage Disposal Chapter 8 - Water Supply Exterior Water & Sewer Construction and Site & Foundation Approval This project consisting of construction of a 14,000 square foot Nordic Toyota automobile sales and service building with municipal water and sewer services located on Shelburne Road in the City of South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions: GENERAL (1) The project must be completed as shown on the plans: Alexander/ Truex/de Groot Inc., "Nordic Ford/Toyota Master PLan" dated August 23, 1985 and "Sanitary and Water Line Trench Detail" which have been stamped APPROVED by the Division of Protection. No alteration of these plans shall be allowed except where written application has been made to the Agency ofmade Envioonmental Conservation and approval obtained. (2) A copy of the approved plans and the Certificate of Compliance shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or Local personnel. (3) The Vermont Department of Health is to be contacted in regard to any regulations and/or licenses required by their department. (They may be reached at 60 Main Street, Burlington, Vermont, or by phoning 802--863-7220.) (4) The Division of Protection has received a written request to allow the commencement of construction for the foundation of the above referenced project. In accordance with the Environmental Protection Rules, Chapter 4 - Public Buildings, Section 4-03(2), authorization is hereby granted by the Protection Division for commencement of construction with the following condition: Construction of the actual structure is limited, at this time, to foundation work only and does not include nor is permission granted for the installation of interior plumbing either above or below grade. (Please note, interior plumbing is defined to include waste and water piping beginning 3 feet outside of the foundation wall and extending into the building.) WATER SUPPLY (5) The project is approved for connection to a municipal type water system approved by the Department of Health provided that all construction is in accordanc with the approved plans and the Environmental Protection Rules, Effective September 10, 1982. SEWAGE DISPOSAL (6) The project is approved for connection to a municipal sewage collection system. The work shall be done in accordance with the Environmental Protection Rules, Efective Septemer 10, 1982. (7) The building sewer shall have a cleanout every 100 feet and at every change in direction greater than 45 degrees. I Certificate of Compliance #4C0649 Page Two PLUMBING (8) No construction is permitted until such time as complete and satisfactory plans for the interior plumbing and ventilation have been submitted to and approved by the Protection Division. (9) No construction of the building beyond the foundation as authorized by condition #4 above is permitted until complete and satisfactory plans for the interior plumbing and ventialtion have been submitted to and approved by the Protection Division. Dated this 21st day of November, 1985 in the Village of Essex Junction, Vermont. FOR THE DIVISON OF PROTECTION Mary K. Clark Assistant Regional Engineer Ernest P. Christianson Regional Engineer CC Donald Robisky Katherine Vose Dept. of Health Dept. of Labor & Industry South Burlington Planning Commission Alexander/Truex/de Groot Inc. Yoga-e, J cp TRAFFIC STUDY NORDIC FORD/TOYOTA, INC. DATE: a�gUb7t !�y' 7:30 A.M. til 9:_60 A.M. 4:00 P.M. til 6:00 P.M. Enter Exit Enter Exit .._ 1* *w- ►lam -�- rr + •�- . 7 ft _.- —�f Total "Total Total Total Enter Enter Exit rExit i I RECEIVED AUG is 1985 ALEXANDER & TRUEX Ctrs TRAFFIC STUDY 7:30 A.M. til 900 A.M. Enter Total Enter 5`7 NORDIC FORD/TOYOTA, INC. Total Exit 30 DATE: A iu 1 4:00 P.M. til (,�-:00 P.M. Enter Total .� Enter Exit -I+w-I44+ f`+t+ . WAW III Total qq Exit RECEIVED AUG 16 1985 A .TRAFFIC STUDY NnRnTr FnRn/TnvmmA. TNr 30 7:30 A.M. til 9:00 A.M. Enter Total Enter Exit Total Exit DATE: `It4 '35 4:00 P.M. til 6:00 P.M. Enter Total Enter 22 Exit Total Exit RECEIVED AUG I f) 1985 ALEXANDER & TRUEX H Warner, Helndel, and Noyes, InC. consulting geologists ,\/N 285 North Street, Burlington, Vermont 05401 802-658-0820 September 6, 1985 Ms. Kathy Huffman Alexander-Truex-Degroot, Inc. 209 Battery Street Burlington, V`i' 05401 Dear Kathy: We have examined the storm drainage plan developed for Nordic Ford/Toyota and accompanying report by Pinkham Engineering Associates. The cost to complete our analysis of this information and to present a report to the South Burlington Planning Commission will be $800.00. We require payment of this fee prior to initiation of our review. Sincerely, Q�Jhjm (A, Jeffrey . Nelson Wagner, Heindel, cc: Jane Bechtel JAN:smm and Noyes, Inc. E 0 11,4 CA-9-o 1347- 3 Ac - w I feaA- q 5-ty'kcs Iqc-alL�Y, 13,$,3� . t-I '51 No Text No Text +`ran The D llant I havtdr�lo I l�� av will 4>-s I WWII dyvr cz:;F City of South Burlington Alexander / Truex / de Groot Inc. William R Truex, Jr., A.I.A. Jane Lafleur President Planning Director Eugene Alexander, A.I.A. City of South Burlington Vice President 575 Dorset Street Willem I. de Groot, A.I.A. Secretary/Treasurer South Burlington, Vermont 05401 September 3, 1985 Dear Jane, Enclosed is an application and accompanying prints for a Site Plan approval permit for Nordic/Ford Toyota's planned improvements. We are submitting the application today in order to meet the deadline for the September 24th hearing. I believe you will find everything in order; however, please review the application and let me know if additional information is required. Tcerely, ,4 Kathy Huffman cc. Ross Anderson/Peter Allison Architecture Industrial Design Interior Design Landscape Architecture Program Analysis Feasibility Studies Planning 209 Battery Street Burlington Vermont 05401 802 658-2775 11, i H t . ��' IF Form Ten H Arm Mount Form Ten H: Simplicity of form combined with sophisticated design concepts achieve great strength to weight ratios resulting in a family of luminaires with aesthetic appeal and unusual durability. Luminaires are arm mounted and are available in one-way, two-way and four-way configurations in three sizes with HID lamps from 70 to 1000 watts. Configurations 1 2 � 4 13 Distribution Patterns Type I Type FM O Type III `�', Type VS' Type VS is not available ��,�_� in 14" or 1000W HPS. Type VO . i Supplied with sag lens, - see product details Pg. 17. Ordering Information e Configuration Reflector Volts Lamp Finish Kj26'1 1 2 4 1 3 Q FM VS 120 208 240 277 480 Refer to Lamp Selector BRP BLP NA* BRA* BLA* - hr,uulzeu nnlsn avauauie only in Zb'- nousmg. Lamp Selector 14" housings 19" housings 26" housings 70W HPS 250W HPS 1000W HPS •• 100W HPS 250W MV 1000W MV 100W MV 25OW MH 1000W MH 150W HPS* 40OW HPS 175W MV 40OW MV 175W MH 40OW MH ouppiieu wan oanast to operate bb volt lamp unless specified otherwise. **Not available in VS. Top Pan interlocks with sides to provide a weatheroroot seal Extruded aluminum arm A with hand -hole, cover & w eIe / One Piece multi -formal aluminum sides with an integral reinforcing ( alone and a single concealed joint D provides a verryy 8 d I,ghtweighI housing +— ---Pole + bolster Wale with strain -relief Easily-rernhingeddoovand hinged door and field rotatable reflector Silicone gaskets Flat tempered glassware Example Reflector Type Primary Ballast Voltage Configuration Lamp t Size Finish Prefix l Options IH 19 2 3 120 40OMH BRP I Finish: NA = Natural Anodize (26" only) BRA = Bronze Anodize (26" only) BLA = Black Anodize (26" only) BRP = Bronze Painted BLP = Black Painted Lamp Abbreviations: MV = Mercury Vapor HPS = High Pressure Sodium MH = Metal Halide Options: F = Fusing MA = Mast Arm Fitter (14" & 19") PC = Photocell (on 480 volt, receptacle only) POLY = Polycarbonate Lens Note: 1. VS reflector available in-19"-250MH, 400MH, 250HPS, 400HPS, 2611-1000 MH Dimensional Data H14 H19 H26 A 14" 19" 26" B 711 10" 12" C Arm Length 6" 9" 12" D Arm Height 5" 5" 811 0, 16 PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 February 26, 1987 Mary Clark Agency of Environmental Conservation 111 West Street Essex Junction, Vermont 05452 Re: Nordic Ford/Toyota, 1620 Shelburne Road #4C0649 Dear Ms. Clark: ZONING ADMINISTRATOR 658-7958 It has come to my attention that the above project needs an additional sewer allocation of 300 gallons per week or 43 gallons per day to handle the floor drains. This is in addition to the original 600 gpd allocation. There is adequate capacity at the Bartlett Bay Treatment Plant to handle this increase. Please call me if you have any questions. Sincerely, J Cuof)44c,"' Jane B. Lafleur, City Planner JBL/mcp CC: Ross Anderson Nordic Ford/Toyota - Planning Commission - Site Plan Review September 24, 1985 Coverage Schedule Existing Proposed Lot #1 Otter Valley Trucking total acreage = 3.13A (136,342 sq ft) green space . . . . . . . . . . . . . . . 52% 39% (70,970 sq ft) (53,355 sq ft) Lot #2 Existing Toyota Building total acreage = 2.62A (114,127 sq ft) green space . . . . . . . . . . . . . . . 24% 241yo (28,285 sq ft) (28,250 sq ft) Lot #3 Existing Ford Building total acreage = 5.1A (217,056 sq ft) green space . . . . . . . . . . . . . . . 23.75% 23.75% (51,610 sq ft) (51,600 sq ft) Lot #4 Proposed Toyota Building total acreage = 3A (130,056 sq ft) green space . . . . . . . . . . . . . . . 49% 30% (64,100 sq ft) (39,016 sq ft) �D Alexander i Truex i de Grnnt No Text PLANNING COMMISSION 9 DECEMBER 1986 7 Mrs. Lafleur said the main issues were landscaping, a drainage plan that needs to be seen by the City Engineer, and a water shed area that Heindel, Wagner and Noyes should look at. Mr. Jacob asked if the lot was going to be paved. Mr. Anderson said it was. Mr. Dooley felt that since there were neighbors who wanted to see the landscaping plan and had concerns with the drainage that this plan should come back to the Planning Commission. Mrs. Lafleur said that the landscaping plan formula isn't triggered by this plan because there is no building. Mr. Anderson said that they planned to landscape for screening anyway. Mr. Jacob asked the representatives from IDS if all their concerns were answered. The engineer from Trudell Engineering who is doing the plans for IDS said that they had two concerns with this plan; drainage and aesthetics. The plan showed a detention pond at the downhill end of the project with a discharge that went right onto the IDS property. They found this unacceptable. He felt there were other ways to do the engineering. He also felt that although the project was not visible from Shelburne Road it could be seen from IDS and they wanted as much screening as possible. Mr. Jacob asked if both parties could get together with the City Engineer regarding the drainage. Mr. Anderson said he would get together with the owners of IDS to work on a landscaping plan also. Mr. Burgess questioned the letter received from IDS. He asked Mrs. Lafleur to check their stipulations to see what they were required to do regarding landscaping. Mr. Dooley moved to continue this item until the next available date when they would have their engineering and landscaping Tans available. Mrs. Hurd seconded and all voted in favor. Mrs. Maher left. r 6. Revised site plan application of Nordic Ford/Toyota Allson Partnership) for construction of an 18,472 square foot single story building for automotive sales, 1620 Shelburne Road. Mr. Anderson explained that the only part of the original plan that was changing was that a larger building would be built. The reason they are back before the Planning Commission is that they have replaced 4,000 square feet of paving with 4,000 square PLANNING COMMISSION 9 DECEMBER 1986 feet of roof. The landscaping does not change. A few parking spaces are lost. The coverage is 68%. Mr. Dooley said that he recalled in the original approval we treated all of Nortic Ford/Toyota as one development even though it is made up of four lots. Mrs. Lafleur said that 70% maximum coverage was allowed. Mr. Anderson said that before the Commission required that all lots must conform. Mrs. Lafleur said that the coverage hasn't changed. She said that she is requesting another look by Heindel, Wagnec, and Noyes. Mr. Anderson said he would rather not have that expense. Mrs. Lafleur said that she would get a reading and find out if they feel another look is needed. If they want to look at the drainage situation again Mr. Anderson will have to pay. Mrs. Hurd asked how much of the entire plan was done. Mr. Anderson said that most was done except for what was being asked for tonight. Mrs. Peacock asked how many curb cuts there were. Mr. Anderson said there were two for the entire complex on Shelburne Road and the<e -twoon Green Mountain Drive. Mr. Dooley asked what would happen to the existing building on the lot. Mr. Anderson said that it would be torn down. Mr. Dooley moved that the South Burlington Planning Commission approve the site plan of Allson Partnership for construction of a 18,472 square foot single story building at 1620 Shelburne Road as depicted on a plan entitled "Nordic Ford/Toyota - Sales/Service Facility, Bread Loaf Construction Company, Inc., dated 11 26 86 with the following stipulations; 1. A $13,500 landscaping bond shall be posted prior to permit. A revised plan shall be submitted to the planner for approval .prior to permit to reflect the changes in landscaped areas. 2. If the City Planner determines it necessary, the plans shall be reviewed _�j Wagner, Heindel & Noyes at the applicants _expense. Any changes to erosion control or runoff retention that are warranted by this revised site plan shall be done in accordance with their specifications. 3. Unloading of new cars shall not be done on the East/West portion of Green Mountain Drive, and may be done on the remainder of Green Mountain Drive only until the additional lot is open at 50 Green Mountain Drive. . 4. The applicant shall be responsible for the clean up of Green PLANNING COMMISSION DECEMBER 1986 9 Mountain Drive and Shelburne Road if mud and dirt are deposited on these streets during construction. 5. Curb openings shall be constructed with concrete depressed curbing. Any unused curb openings shall be removed and a barrier curb installed. 6. A 600 gpd sewer allocation is granted. The applicant shall pay the required sewer charge of $2.50 per gallon prior to permit. 7. An additional fire hydrant shall be installed as required I the South Burlington Fire Chief at the original approval. 8. The building permit shall be obtained within 6 months or this approval is null and void. Mr. Burgess seconded and all voted in favor. 7. Site plan application of Robert Audette for construction of five mini -storage buildings on property with three existing businesses at 1900 Williston Road. Mr. Kip Mathewsrepresented Mr. Audette. The Zoning Board granted approval for this use. The curb cut is being reduced to 36 feet. Mrs. Lafleur said she spoke to the airport officials and they were pleased with this use as it is a "low people use". Chief Goddette had two concerns. He wanted 20 foot minimum width left around all buildings and he wished a fire hydrant on the site. Mr. Dooley asked where it wasn't 20 feet wide. There was one spot where the width was only 17 feet. Mrs. Lafleur pointed out that only 12 feet of this 17 was paved. Mr. Jacob said that he didn't feel a fire hydrant was needed back there as these were metal buildings and there were no people in them. Mr. Mathews said that he would not be able to do the project if he were required to put in a $20,000 hydrant. Mrs. Hurd asked how many acres this lot was. Mr. Mathews said it was 2 acres. Mrs. Hurd noted that the other uses on the lot were all low use. CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone #) nllann.._P-artner.--hip, Inc. 2) APPLICANT (name, address, phone #) samiz 3) CONTACT PERSON (name, address, phone #) Ross R- .Antip_rsnn 1600 Shelburne Rd., So. Burlington, Vt. 05403 863-6000 4) PROJECT STREET ADDRESS:--,--- 1620 Shelburne Rd. So. Burlington , Vt. 5) LOT NUMBER (if applicable) 6) PROPOSED USE(S) tomotive Dealershi 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) 18,472 sa.__f-t. , 19'_high,-single story 8) NUMBER OF EMPLOYEES 45 U�+ 9) LOT COVERAGE: building13.6 %; landscaped areas 32.9 % building, parking, outside storage53.5 % 10) COST ESTIMATES: Buildings $600,OOO.Es,t.Landscaping $20,000. Est. Other Site Improvements (please list with cost) $ See original Proposal 11) ESTIMATED PROJECT COMPLETION DATE: 9/l/87 121 VQTTMA'PWn A\IFRA(:F nATTY TRAPPT(' ( i n and out) See oriinal proposal Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon_* 12-1p.m. 1-2 p.m. ; 2-3 p.m. 3-4 p.m. 4-5 p.m. 5-6 p.m. 6-7 p.m. 13) PEAK HOURS OF OPERATION: 14) PEAK DAYS OF OPERATION:: Dec. 4, 1986. DATE OF UBMISSION j _ DATE'6# HEARING See original pr /) �� r H 1\1N Wagner, Heindel, and Noyes, Inc. consulting geologists P.O. Box 1629 Burlington, Vermont 05402-1629 802-658-0820 December 24, 1986 Jane Lefleur Planning Office Municipal Building Dorset St. S. Burlington, VT 05401 RE: Nordic Ford Dear Jane: I have reviewed the most recent plan on the Nordic Ford site proposed by Breadloaf Construction and dated 11/26/86. As I understand the change in this plan over previous renditions is that the new Toyota building on the southwest corner of the lot has been increased in size from 14,000 sq. ft. to 18,472 sq. ft. Further, since I understand that this does not effect the overall coverage on the lot I see no need at this time to revise the computer model for stormwater runoff from the site which was completed earlier this year. I would however make the following additional suggestions: 1. As built drawings of the three retention basins constructed on site should be prepared so that we may verify that the appropriate volumes for retention have been provided. 2. Grass should be established in all swales immediately following grading work. I noted that for the Route 7 hAcin urhinh ... _ .. . ..��, ...... ... u...a.cu 1.1115 paSL Iall, several weeks elapsed between the time of grading completion and the commencement of any landscaping activities. 3. As a reminder, it is noted that the downslope edges of all the new parking lots should not be curbed. In this way, sheet flow off the parking lots will be relatively evenly distributed along the length of the grassy swales. This will enable the best possible treatment of stormwater and removal of particulate material. As a final note, we believe that it is important that the city take an aggressive role in overseeing this project to its completion. Nordic Ford represents one of the properties within the Bartlett Brook watershed which has the highest square footage of impervious area. Therefore, it is imperative that Jane Lefleur 2 December 24, 1986 special attention be paid to erosion control during construction of the project. Clearly in the work that was performed this fall, erosion control was not a primary concern. It is our believe that only through luck (lack of large rainfalls during this fall season) that no major erosion from the site and sedimentation of the brook occurred. If I can be of any further assistance please don't hesitate to call. Sincerely, Jeffrey A. Nelson, Geologist Wagner, Heindel, and Noyes, Inc. JAN:tac P.S. I have returned your original set of plans with this letter. PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 ZONING ADMINISTRATOR 658-7958 December 12, 1986 Ross Anderson 1600 Shelburne Road South Burlington, Vermont 05403 Re: 50 Green Mountain Drive, 1620 Shelburne Road Dear Mr. Anderson: Enclosed are the minutes of the December 9, 1986 Planning Commission meeting. Please be sure to work out the parking lot drainage and landscaping for submission by January 2, 1987 so that you may be heard on the January 13, 1987 agenda. The review by Wagner, Heindel & Noyes must be completed by that time also. I have forwarded a copy of the revised 1620 Shelburne Road plan to Jeff Nelson at Wagner, Heindel & Noyes He will let me know if it needs a new review. JBL/mcp Encl Sincerely, da�a .�� Jane B. Lafleur, City Planner 12///8/86 JBL MOTION OF APPROVAL That the South Burlington Planning Commission approve the site plan of Allson Partnership for construction of a 18,472 square foot single -story building at 1620 Shelburne Road as depicted on a plan entitled "Nordic Ford/Toyota - Sales/Service Facility, Shelburne Road, South Burlington: Site Plan" prepared by Bread Loaf Construction Company, Inc., dated 11/26/86 with the following stipulations; 1. A $13,500 landscaping bond shall be posted prior to permit. A revised plan shall be submitted to the Planner for approval prior to permit to reflect the changes in landscaped areas. 2. The plans shall be reviewed by Wagner, Heindel & Noyes at the applicants expense. Any changes to erosion control or runoff retention that are warranted by this revised to plan shall be done in accordance with their specifications. it cz� Q(,wINA wo 3. Unloading of new cars shall be done on site and not once re Mountain Drive. a.."Q A'r,"�. 4outi^ �V*1� vnt1j a&4k- ,. 4. The applicant shall be responsible for the clean up of Green Mountain Drive and Shelburne Road if mud and dirt are deposited on these streets during construction. 5. Curb openings shall be constructed with concrete depressed curbing. Any unused curb openings shall be removed and a barrier curb installed. 6. A 600 gpd sewer allocation is granted. The applicant shall pay the required sewer charge of $2.50 per gallon prior to permit. 7. An additional fire hydrant shall be installed as required by the South Burlington Fire Chief at the original approval. 8. The building permit shall be obtained within 6 months or this approval is null and void. 5 12///8/86 JBL MOTION OF APPROVAL That the South Burlington Planning Commission approve the site plan of Allson Partnership for construction of a 18,472 square foot single -story building at 1620 Shelburne Road as depicted on a plan entitled "Nordic Ford/Toyota - Sales/Service Facility, Shelburne Road, South Burlington: Site Plan" prepared by Bread Loaf Construction Company, Inc., dated 11/26/86 with the following stipulations; 1. A $13,500 landscaping bond shall be posted prior to permit. A revised plan shall be submitted to the Planner for approval prior to permit to reflect the changes in landscaped areas. 2. The plans shall be reviewed by Wagner, Heindel & Noyes at the applicants expense. Any changes to erosion control or runoff retention that are warranted by this revised site plan shall be done in accordance with their specifications. 3. Unloading of new cars shall be done on site and not on Green Mountain Drive. 4. The applicant shall be responsible for the clean up of Green Mountain Drive and Shelburne Road if mud and dirt are deposited on these streets during construction. 5. Curb openings shall be constructed with concrete depressed curbing. Any unused curb openings shall be removed and a barrier curb installed. 6. A 600 gpd sewer allocation is granted. The applicant shall pay the required sewer charge of $2.50 per gallon prior to permit. 7. An additional fire hydrant shall be installed as required by the South Burlington Fire r Chief at the original approval. e 8. The building permit shall be obtained within 6 months or this approval is null and void. k, Parking: The plans show 156 parking spaces. Landscaping: No new landscaping is shown. Fifty percent of the lot will be green and 50% paved/graveled. Other: This requires an evaluation from Wagner, Heindel and Noyes prior to permit. (See Bill Szymanski's comments regarding drainage.) 6)< NORDIC FORD/TOYOTA, 1620 SHELBURNE ROAD The Allson Partnership proposes to revise the site plan approved last year. The original approval was for a 14,000 square foot building on two floors. This new application is for an 18,472 square foot single -story building. At the original approval, the Commission approved changes to all three lots as well as the new construction. The other site changes are close to completion. Access: Six curb cuts provide access to the entire site. There are three on Shelburne Road but this includes the curb cut on IDS property that will be closed as a condition of their recent site plan approval. Two curb cuts are shown on the east -west portion of Green Mountain Drive and one on the north -south portion of Green Mountain Drive. Circulation: A new improved circulation plan is shown throughout the property. Parking: The old plan showed 958 total spaces with 205 on the lot with this proposed building. This plan has 195 on this lot. These car storage parking spaces are more narrow than we require so there actually may be fewer spaces or just tightly parked vehicles. Landscaping: A $13,500 landscaping plan is required. The old plan was valued at $15,000. Lot Coverage: At the previous approval, the Commission required 70% maximum coverage on this lot. I calculate 67% coverage. Other: A review by Wagner, Heindel and Noyes is necessary prior to permit. It should by fairly simple since the same amount; of impervious surface is equal to the previous plan they have already approved. 3 Lot KP .'1 co u ( oo 1 c p Cas 4a 1�,ana �� Gove.�'ta � Ilo .14 x a3 �aS' x ay L �g x� 30 x I ;;) 1 (c , '7 to < c- j -� �33 6) NORDIC FORD _ NEW BUILDING, GREEN MOUNTAIN DRIVE & SHELBURNE ROAD 1. Unloading of new cars shall be done on site not Green Mountain Drive. 2. The owner shall be responsible for the cleanup of Green Mountain Drive and Shelburne Road if during construction mud and dirt is deposited on these streets. This has been a problem in the past. 7) AUDETTE, MINI -STORAGE FACILITY, 1900 WILLISTON ROAD 1. Developer should anticipate problems with using an existing concrete slab, that was formerly used for an enclosed building for a foundation for two smaller exposed buildings. Excessive frost movement and cracking may result. 0 2 M E M O R A N D U M To: South Burlington Planning Commission From: William J..Szymanski, City Manager Re: September 24, 1985 agenda items Date: September 20, 1985 5) INDIAN CREEK I have no problems with this revision. I think it is a better layout. 6) MARK HILL INVESTMENTS, INC., GREEN MOUNTAIN DRIVE 1. Water service (1z') serving Meineke expansion shall include oo two 45 bends instead of the four 90 bends. 2. New curb cut shall be constructed by removing the barrier curb and replacing it by pouring a depressed concrete curb. 3. I see no reason to relocate the catch basin at the new entrance drive. 7) NORDIC FORD, SHELBURNE ROAD 1. Plan dated 9/20/85 shows no control of increased storm water runoff except for the most easterly parcel. It is my understanding that this will be revised in consultation with Heindel and Noyes. 2. Six street access drives, especially three off Shelburne Road is excessive. I would like to see at least one of those three eliminated. 3. New curb openings shall be constructed with a concrete depressed curb. Existing curb openings, not to be used, shall be removed and a barrier curb installed. 8 and 9) ANDERSON, BROWN & BROWN, ETHAN ALLAN DRIVE 1. Site drainage plan'shall be submitted for review. 11) PARK & FLY, WHITE STREET EXTENSION 1. White Street Extension is a public street. It is gravel and served one resident. To accommodate the proposed use the street should be upgraded to City standards including an adequate turn- around for City plow trucks. February 21, 1986 Kathleen Huffman Alexander Truex, deGroot, Inc. 209 Battery Street Burlington, Vermont 05401 Re: Nordic Ford/Toyota Extension Dear Kathy: Enclosed are the minutes of the Planning Commission meeting at which the site plan approval was extended for six months. We will assume this extension to be effective at the end of your previous approval. Please apply for your building permit prior to September 24, 1986. Sincerely, Jane B. Lafleur, City Planner JBL/mcp 1 Fncl cc: Ross Anderson 1 M E M O R A N D U M To: South_ urlington Plana-ing Commission From: Jane B. Lafleur, City Planner 1 Re: February 11, 1986 agenda items Date: February 7, 1986 2) NORDIC FORD, 1620 SHELBURNE ROAD The site plan approval granted on September 24, 1985 expires in a month. The applicant requests a 6 month extension to the approval. Over the past 5 months the applicant has been working with Wagner, Heindel and Noyes and the City to meet our erosion control policy for this development. After numerous reconfig- urations of green space, retention ponds and drainage areas, the plans meet our requirement for the runoff to not exceed pre -development conditions for the entire site. (See attached letter from Alexander/Truex/de Groot, Inc.) I see no reason why this can not be- extended for 6 months. 3) ROCKY'S CAR WASH, SHELBURNE ROAD The applicant requests an extension to the site plan approval granted on August 6, 1985. I received this request prior to February 6, 1986, the date of expiration. (See enclosed letter) 4) DESLAURIER, EAST TERRACE The applicant requests a clarification of the Planning Commission's _intent for the 50 foot right-of-way to this 1.29 acre parcel. It is his contention that the land was rezoned to R4 from C-1 so that this property and the Quarry Hill Club property could use this r.o.w. to East Terrace. If the Commission intends to not allow any other access through this r.o.w., Mr. Deslauriers requests that the 4 acres of the golf course that are presently R4 be rezoned to C-1. (See enclosed map) 5) CHINA LITE, CORPORATE WAY The applicant proposes to construct a 60' x 11' greenhouse add- ition to the northern end of the restaurant for additional seat- ing. Other sections of the restaurant will be reorganized with a resulting capacity of 371 seats. The live entertainment will be eliminated. ?4414 Alexander/ Truex I de Groot Inc. William H. Truex, Jr., A.I.A. Jane Lafleur President Planning Director Eugene Alexander, A.I.A. 575 Dorset Street Vice President South Burlington, Vermont 05401 Willem I, de Groot, A.I.A. Secretary/Treasurer January 21, 1986 Dear Jane: We are very pleased to have finally resolved the storm water problems on the Nordic/Ford/Toyota site. We were also very surprised and delighted that our revised plan worked as well as it did to meet the City's runoff requirements. Although we have not yet received a permit from the Highway Department to do the required filling in the Route 7 right of way we have been given a verbal ok and expect to receive the permit shortly. I have enclosed a copy of the revised site plan showing our compliance with the commissions request for additional green space and our revised storm system. The green space now equals 30% of the entire 13.8 Acre site, as stipulated on the September 24th meeting and the storm system is as revised by us and reviewed by Jeff Nelson and described in his letter of January 16th. A field check has been made of the inverts grades at the storm basins on Green Mountain Drive and they were found to be workable. The plan to reroute the Green Mountain Drive storm water was reviewed with Bill Szymanski on January 17th and given his verbal approval. Due to the delays caused chiefly by the Highway Departments rejection of our plan to use the Route 7 Architecture R.O.W., we are now roughly four months behind Industrial Design schedule. Therefore we would like to ask the Interior Design Landscape Architecture Planning Commission to grant us a sixth month Program Analysis extention to our site plan approval dated September Feasibility Plannin9 s 24, 1985. At this time the architectural plans have not been started and we will need this extention to 209 Battery Street develop working drawings and to complete the bidding Burlington Vermont05401 process. 802 658-2775 It has been a pleasure working with you throughout this process. Please let me know if you need any additional information. Sincerely, -f�6 C Kathleen Huffman cc: Ross Anderson Peter Allison Enclosure KH/11 February 7, 1986 Kathleen Huffman Alexander, Truex, deGroot, Inc. 209 Battery Street Burlington, Vermont 05401 Re: Nordic site plan extension Dear Kathy: Enclosed are the agenda and my memo to the Planning Commission regarding your request for an extension. You need not be present at this meeting since your letter is self explanatory and presents your case perfectly. Please call me on Wednesday to confirm the action of the Commission unless you wish to attend. S incere ly, Jane B. Lafleur, C i ty Planner v L/mcp cc: Ross Anderson Encls No Text H WVNWagner, Heindel, and Noyes, Inc. consulting geologists W N 285 North Street, Burlington, Vermont 05401 802-658-0820 January 16, 1986 Ms. Jane Bechtel Lefleur Planning Office Municipal Building Dorset St. South Burlington, VT 05401 Re: Nordic Ford/Toyota Dear Jane: I have reviewed the revised site plan for the above referenced project. This current site plan reviewed was received by our office on January 7, 1986 and included pencil —drawn enlargements of the stormwater basin on the northeast corner of the site (Otter Valley Basin). The following modifications have been made to the site plan to reduce the peak stormwater discharge from the site: 1. The upslope drainage from the northern portion of Green Mountain Drive has been rerouted to flow into the stormwater drain which currently serves the southern portion of Green Mountain Drive. 2. The basin volumes on the Nordic Ford site have been revised. The volumes which are currently being used are as follows: Basin 1 (Route 7) 8456 cu. ft. Basin 2 (Upper Terrace) 11950 cu. ft. Basin 3 (Otter Valley Trucking) 11098 cu. ft. These volumes are based on calculations by Alexander Truex Degroot. Ms. Jane Bechtel Lefleur 2 January 16, 1986 3. Storm flow routing. Currently the upper portion of the parking lot in the northeast corner of the site will flow into Basin 3 from which the outflow will proceed along the westerly margin of this parking lot to Basin 2 which will also service the western portion of the upper parking lot. This outflow will then proceed to Basin 1 which will also receive runoff from the southerly portion of the Nordic site as well as the existing commercial area to the east. At Route 7, the runoff from the northerly portion of the Nordic site will be added, with no detention provided (outflow 1). Also added at this point will be the runoff from the Green Mountain Drive stormwater drainage system which has been included in its expanded form. The projected peak discharge following these additions is 64.26 cfs for the 25-year, 24-hour storm. This compares well with the projected peak discharge of 64.2 cfs for the predevelopment (undeveloped) condition. The difference between these numbers is insignificant, and it is our conclusion that the current site plan meets the goals of the South Burlington Planning Commission. We also make the following recommendations: 1. A field check should be performed to insure that the elevation of the northern portion of the Green Mountain Drive stormwater drainage system can in fact be connected to the southerly portion of the same. 2. A final verification should be made with the Vermont Agency of Transportation to insure that the current configuration of Basin 1 (at Route 7) is acceptable. 3. It has been assumed that all swales shown on the site plan are grass and not paved. The travel time through paved swales is substantially less than that through grassy swales. Therefore, we would expect a considerable increase in the peak discharge if the swales are paved. 4. The outflow devices for the four basins have not been specified on the site plan. We have assumed an orifice of 0.9' diameter, to generate outflow hydrographs for each of the basins. The outflow devices should be engineered to provide outflows which approximately equal those specified on page 1 of the attachment. In addition, there should be an overflow structure to allow for storms larger than the design storm. Ms. Jane Bechtel Lefleur 2 January 16, 1986 This concludes our review of the Nordic Ford stormwater management program. Please contact me if you have any questions. Sincerely, Jef rey A. Nelson, Geologist Wagner, Heindel, and Noyes, Inc. JAN:bsb cc: Kathy Huffman Blake Stimpson attachment: TR20 DATA H W�N Wagner, Heindel, and Noyes, Inc. Consulting Geologists Burlington, Vermont R;,�j t5 w W 6 Trp :;, L-I-¢., P `a.. / O Page No. PAGE OF PROJECT: N" 2 0 1 t. DATE: 1' 15, Fs(lp Et %. v C- TV., G- . ft . D a-- V%Af- ,o�7 ; o w A-VLA- C> !2..o4LAI ate.- 's 12-o v N�F- -�- (, STnL y V -- t_, 0 a-F C7,o33 0. o(.911 0,1L�01T O, tal o S afK%v►j --L, - (J('PF,R--MR-R-kLE:— 3 — () 0 0 ooa3 v.o \ 3S 0,0& o0 o.a.-Vy3 o, z_ l-" Y O 6,a c(=S t0, � 50.0� rZVetA-),AJj... 5 TO R.A L v- Vat„ O o.c) - Ac -C 0, l o l3 0, 15 157 o.ar, 0 , I_ qL 0 Page No. Wagner, Heindel, and Noyes, Inc. PAGE OF W7 Consulting Geologists Burlington, Vermont _ DATE: C37 STo rtnA, FlA w 2 v v 't'l N (� o, o o G L( wi Z co S LA T l Ak £ C' O. O (40 Vt2 3.3 FPs ovTFAtiL. -Wz. 1 O , 6 ► A-C.. O,CiY(o� yti�2 o,o� 1� o,ao3a b,00�� CN = �LA v rt4�,2 v kt_L Fit t3 k-,> t ^1 C IV - �► y TC, - O. o wit_ pr= 7Z A-L, — a, oa %cx ��- CA<ODIT►nN4A.), CN =- cl y IL = O,0G H12. 1 r r �w�wr��wr��wwwrw80-80 LIST OF INPUT DATA FOR TR-20 HYDROLOGY ........ ***... *--* JOB TR-20 NOPLOTS TITLE 002 NORTH BROOK REVISED 9-17-85 // NORDIC FORD // POSTDEVELOPMENT 2 XSECTN 001 1.0 121.5 8 170. 0.0 0.0 8 170.15 0.24 0.09 8 170.45 2.17 0.48 8 170.90 5.69 0.88 8 171.05 9.53 1.33 8 171.2 11.17 1.52 8 171.35 12.07 1.68 8 171.5 12.08 1.77 9 ENDTBL 2 XSECTN 002 1.0 146.5 8 145. 0.0 0.0 8 145.15 0.24 0.09 8 145.45 2.17 0.48 8 145.90 5.69 0.88 8 146.05 9.53 1.33 8 146.2 11.17 1.52 8 146.35 12.07 1.69 8 146.5 12.08 1.77 9 ENDTBL 2 XSECTN 003 1.0 160.0 8 158. 0.0 0.0 8 158.2 0.36 0.16 8 158.6 3.30 .85 8 159.0 8.66 1.57 8 159.4 14.54 2.36 8 159.6 17.00 2.70 8 159.8 18.36 2.98 8 160.0 18.37 3.14 9 ENDTBL 2 XSECTN 004 1.0 157. 8 155. 0.0 0.0 8 155.5 4.00 1.58 8 156. 25.18 6.25 8 156.5 74.04 14.03 8 152. 161.64 25.30 9 ENDTBL 2 XSECTN 005 1.0 147. 8 145. 0.0 0.0 8 145.5 4.00 1.58 8 146. 25.18 6.25 8 146.5 74.04 14.03 8 147. 161.84 25.30 9 ENDTBL 1 wwwwwww��w��wwwwwrw80-80 LIST OF INPUT DATA (CONTINUED)r--ww******--********* 3 STRUCT 01 B 145.0 0.0 0.0 W 14O.27 1.72 U.000L I 146.05 18.00 0.0042 I 146.75 47.48 0.019 I 147.45 79.57 0.069 I 147.80 93.30 0.120 I 148.15 100.79 0.304 1 148.50 100.80 0.67 ' ENDTBL ! XSECTN 006 1.0 149.8 I 147.8 0.0 0.0 I 148.0 0.51 0.16 I 148.4 4.67 .85 I 148.8 12.25 1.57 I 149.2 20.56 2.36 I 149.4 24.04 2.70 I 149.6 25.96 2.98 I 149.8 25.97 3.14 ENDTBL XSECTN 007 1.0 150.1 I 147.4 0.0 0.0 147.7 0.92 0.25 148.3 8.45 1.33 148.9 22.23 2.46 149.5 37.13 3.68 149.8 43.54 4.22 150.1 47.02 4.66 ENDTBL XSECTN 008 1.0 121.25 119. 0.0 0.0 119.25 3.94 2.00 119.50 12.00 4.00 119.75 22.71 6.00 120.0 35.39 8.00 120.25 49.64 10.00 120.5 65.64 12.00 121.0 98.69 16.75 121.25 114.93 19.50 ENDTBL STRUCT 02 120. 0.0 0.0 120.4 2.74 0.00006 121.2 25.63 0.001 122. 67.58 0.006 122.8 113.26 0.015 �ww��ww��wwwww........80-80 LIST OF INPUT DATA (CONTINUED) .................** 8 123.2 132.81 0.022 8 123.6 143.47 0.023 9 ENDTBL 2 XSECTN 009 1.0 119.0 8 113. 0.0 0.0 8 113.5 0.51 0.25 8 113.75 1.50 0.56 8 114. 3.23 1.00 e 114.5 9.49 2.25 8 115.0 20.39 4.000 8 116.0 56.96 9.00 8 117.0 128.89 16.00 8 118.0 233.0 25.00 8 119.0 378.0 36.00 9 ENDTBL 3 STRUCT 03 1 11). U.0 u.0 113.35 1.93 0.00003 114.05 18.00 0.005 114.75 47.48 0.165 115.45 75.97 0.308 115.80 93.30 0.503 116.15 100.79 0.7000 116.50 100.80 0.896 ENDTBL XSECTN 010 1.0 104. 100. 0.0 0.0 100.5 7.80 3.20 101. 24.33 6.75 101.5 47.33 10.58 102. 75.96 14.70 102.5 110.20 19.13 103. 150.57 24.00 103.5 231.30 34.00 104. 393.99 54.00 ENDTBL STRUCT 04 147.0 0.0 0.0 150.0 8.7 0.033 151.0 10.1 0.07 152.0 11.3 0.14 152.2 100.0 0.19 ENDTBL STRUCT 05 167.0 0.0 0.0 168.0 5.0 0.0023 ..... ... ****...... *8O-80 LIST OF INPUT DATA (CONTINUED)w ***wwas•• 8 169.0 7.1 0.0138 8 170.0 8.7 0.0600 8 171.0 10.1 0.2743 8 171.5 50.0 0.2744 9 ENDTBL 3 STRUCT 06 8 175.0 0.0 0.0 8 176.0 5.0 0.0137 8 178.0 8.7 0.1013 6 180.0 11.3 0.2515 8 180.5 11.8 0.2986 8 181.0 50.0 0.2987 9 ENDTBL 2 XSECTN O11 1.0 168. 8 166. 0.0 0.0 8 166.5 4.49 2.10 8 167. 15.53 5.00 8 167.5 32.27 8.40 8 168. 61.46 13.80 9 ENDTBL 6 RUNOFF 1 001 6 0.0390 79. 0.42 1 6 REACH 3 005 6 5 1100. 1 6 RUNOFF 1 002 7 0.0183 89. 0.19 1 6 ADDHYD 4 005 5 7 6 1 6 RUNOFF 1 003 5 0.0033 81, 0.15 1 6 REACH 3 004 5 4 400. 1 6 RUNOFF 1 004 5 0.0051 83. 0.32 1 6 ADDHYD 4 004 5 4 7 1 6 REACH 3 005 7 4 250. 1 6 ADDHYD 4 005 6 4 7 1 6 KUNUFF 1 UUto 4 U.U41U 64. U.9Y 1 ' r' 6 ADDHYD 4 005 5 7 6 1 6 RESVOR 2 01 6 7 145.0 1 6 REACH 3 009 7 5 1300. 1 6 RUNOFF 1 008 7 0.0407 88. 0.56 1 6 ADDHYD 4 008 5 7 6 1 6 RUNOFF 1 006 2 0.0456 71. 0.80 1 6 RUNOFF 1 06 3 0.0032 94. 0.06 1 6 RESVOR 2 06 3 4 175.0 1 1 1 1 6 RUNOFF 1 05 7 0.0019 94. 0.06 1 6 ADDHYD 4 05 4 7 5 1 1 1 6 RESVOR 2 05 5 4 167.0 1 1 1 1 6 RUNOFF 1 007 3 0.0115 94. 0.15 1 6 ADDHYD 4 007 3 4 7 1 1 1 6 ADDHYD 4 04 7 2 4 1 1 1 6 RESVOR 2 04 4 2 147.0 1 1 1 wwwwwwwrw�wwww�ww•.... 80-80 LIST OF INPUT DATA (CONTINUED)*R ...M�wrr��w 6 RUNOFF 1 007 3 0.0064 94. 0.063 1 1 1 �.. 6 ADDHYD 4 007 2 3 4 1 1 1 6 RUNOFF 1 011 2 0.0066 67. 0.072 1 6 REACH 3 007 2 5 300. 1 6 RUNOFF 1 007 3 0.0095 69. 0.488 1 6 ADDHYD 4 007 5 3 2 1 6 ADDHYD 4 007 2 4 7 1 1 1 6 REACH 3 008 7 4 700. 1 6 ADDHYD 4 008 4 6 7 1 6 RESVOR 2 02 7 6 120.0 1 6 REACH 3 009 6 5 400.0 1 6 RESVOR 2 03 5 4 113.0 1 6 REACH 3 010 4 6 600.0 1 1 1 6 RUNOFF 1 010 2 0.0593 77. 0.30 1 6 ADDHYD 4 010 2 6 5 1 ENDATA 7 BASFLO 5 0.01 7 INCREM 6 0.10 7 COMPUT 7 001 010 4.0 1.0 2 2 01 01 ! ENDCMP 1 ENDJOB 2 0w-.wwwww...*r******-**w END OF 80-80 LIST***--***++...w+rwwwwMwrr •w+rwew w�♦ 1 TR20 XEO 1-16-86 NORTH BROOK REVISED 9-17-85 // NORDIC FORD // POSTOEUELOPMENT JOB 1 SUMMARY REV 05/02/83 PAGE 12 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A QUESTION MARK() INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SQ MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 1 STORM 1 •XSECTION 1 .039 2 2 .10 .0 4.00 24.00 1.96 .00 12.15 44.53 1141.9 RUNOFF --- XSECTION 5 .039 2 2 .10 .0 4.00 24.00 1.96 146.20 12.25 44.54 1142.1 - PAS, j-- XSECTION 2 .018 2 2 .10 .0 4.00 24.00 2.83 .00 12.01 40.05 2188.3 (. • RUNOFF XSECTION 5 .057 2 2 .10 .0 4.00 24.00 2.24 146.40 12.10 64.48 1125.3 + ADDHYD XSECTION 3 .003 2 2 .10 .0 4.00 24.00 2.12 .00 11.99 6.00 1818.8 C. • RUNOFF --- XSECTION 4 .003 2 2 .10 .0 4.00 24.00 2.11 155.55 12.09 6.00 1818.7 + REACH XSECTION 4 .005 2 2 .10 .0 4.00 24.00 2.28 .00 12.09 7.81 1530.8 ; • RUNOFF XSECTION 4 .008 2 2 .10 .0 4.00 24.00 2.21 155.73 12.09 13.81 1643.9 • ADOHYO XSECTION 5 .008 2 2 .10 .0 4.00 24.00 2.22 145.73 12.19 13.81 1643.9 + REACH XSECTION 5 .066 2 2 .10 .0 4.00 24.00 2.24 146.51 12.13 76.23 1160.3 • ADDHYD XSECTION 5 .043 2 2 .10 .0 4.00 24.00 .97 .00 12.30 17.08 397.2 • RUNOFF ___ XSECTION 5 .109 2 2 .10 .0 4.00 24.00 1.74 146.59 12.16 89.16 820.2 + ADDHYD STRUCTURE 1 .109 2 2 .10 .0 4.00 24.00 1.74 147.67 12.20 88.15 811.0 + RESVOR XSECTION 8 .109 2 2 .10 .0 4.00 24.00 1.73 120.84 12.30 88.15 811.0 + REACH XSECTION 8 .041 2 2 .10 .0 4.00 24.00 2.73 .00 12.22 54.18 1331.2 + RUNOFF --- XSECTION 8 .149 2 2 .10 .0 4.00 24.00 2.00 121.65 12.26 140.64 941.3 + ADDHYD XSECTION 6 .046 2 2 .10 .0 4.00 24.00 1.39 .00 12.41 23.31 511.1 + RUNOFF STRUCTURE 6 .003 2 2 .10 .0 4.00 24.00 3.28 .00 11.95 9.48 2961.9 + RUNOFF ___ STRUCTURE 6 RESVOR .003 2 2 .10 .0 4.00 24.00 3.32 176.86 12.02 6.59 2058.7 aftW s S STRUCTURE 5 .002 2 2 .10 .0 4.00 24.00 3.28 .00 11.95 5.63 2961.9 + RUNOFF --- STRUCTURE 5 .005 2 2 .10 .0 4.00 24.00 3.31 171.02 11.92 12.01 2354.7 + ADDHYD STRUCTURE 5 .005 2 2_ .10 .0 4.00 24.00 3.50 170.05 12.07 8.76 1718.4 gpkj RESVOR XSECTION 7 .011 2 2 .10 .0 4.00 24.00 3.33 .00 11.98 30.19 2625.6 + RUNOFF ___ XSECTION 7 .017 2 2 .10 .0 4.00 24.00 3.38 149.57 11.98 38.71 2331.8 + ADDHYD STRUCTURE 4 .062 2 2 .10 .0 4.00 24.00 1.92 152.08 12.01 46.97 755.2 • ADDHYO STRUCTURE •XSECTION 4 RLSVUR .062 2 2 .10 .0 4.00 24.00 1.94 152.08 11.95 46.60 749.1 RltlL jAkjj 7 .006 2 2 .10 .0 4.00 24.00 3.26 .00 11.95 18.80 2950.7 O JT^M,a + RUNOFF ___ XSECTION 7 .069 2 2 .10 .0 4.00 24.00 2.06 151.59 11.95 64.26 936.7 TJCAL Q •XSECTION 11 ADDRYD .007 2 2 .10 .0 4.00 24.00 1.13 .00 11.97 7.66 1160.7 a. IV_ } + RUNOFF --- XSECTION 7 .007 2 2 .10 .0 4.00 24.00 1.17 148.24 12.07 7.66 1160.6 • REACH XSECTION 7 .010 2 2 .10 .0 4.00 24.00 1.27 .00 12.21 6.01 632.8 • RUNOFF --- XSECTION 7 .016 2 2 .10 .0 4.00 24.00 1.23 148.48 12.09 12.66 786.3 • AUUHYU � 1 TR20 XEO 1-16-86 NORTH BROOK REVISED 9-17-85 // NORDIC FORD // POSTDEVELOPMENT REV 05/02/83 JOB 1 SUMMARY PAGE 13 SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED (A STAR(*) AFTER THE PEAK DISCHARGE TIME AND RATE (CFS) VALUES INDICATES A FLAT TOP HYDROGRAPH A OUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITATION PEAK DISCHARGE STRUCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE (SO MI) (HR) (HR) (IN) (HR) (IN) (FT) (HR) (CFS) (CSM) ALTERNATE 1 STORM 1 a XSECTION 7 .085 2 2 .10 .0 4.00 24.00 1.91 151.92 11.99 68.06 803.8 + ADDHYD XSECTION 8 .085 2 2 .10 .0 4.00 24.00 1.87 120.54 12.09 68.08 803.E + REACH XSECTION 8 .234 2 2 .10 .0 4.00 24.00 1.95 122.56 12.20 200.07 854.6 + ADDHYD STRUCTURE 2 .234 2 2 .10 .0 4.00 24.00 1.97 125.62 12.20 197.41 843.3 + RESVOR XSECTION 9 .234 2 2 .10 .0 4.00 24.00 1.95 117.66 12.30 197.41 843.3 + REACH STRUCTURE 3 .234 2 2 .10 .0 4.00 24.00 1.97 121.63 12.74 1110.95 431.2 + RESVOR XSECTION 10 .234 2 2 .10 .0 4.00 24.00 1.96 102.36 12.84 1110.95 431.2 • REACH XSECTION 10 .059 2 2 .10 .0 4.00 24.00 1.81 .00 12.09 74.35 1253.8 • RUNOFF --- XSECTION 10 .293 2 2 .10 .0 4.00 24.00 1.93 102.96 12.21 147.57 503.0 + ADDHYD 1 TR20 XED 1-16-86 NORTH BROOK REVISED 9-17-85 // NORDIC FORD // POSTOEVELOPMENT JOB 1 SUMMARY REV 05/02/83 PAGE 14 I r CITY OF SOUTH H BURLINGTON SITE PI,AN AI)PLICATION 1) NAMI•:, A1)D1:1-::;S, AND PHONE NUMBER OF: of R e c o r d Allson Partnership �) E 1 1 i c a n t Allson Partnership �' o n t o Person Peter Allison/Ross Anderson ADDRESS: 1580, 1600, 1620 Shelburne Road, S. Burlin ton VT ;) S ED US I: (s) Automotive dealership (i .e . Bu ild in<I `;(.luare footage, #units, maximum h i Iht Jnd r, Cloors 14,000+ 2 floor ( __ S,_10-,4Q4-first;__4,000 second) �) NUMItE:R Of.' E'MPLOYI ES ( full and part time) 40 G 1,01' COVE'RAGE:: Building /U°% _%; Building, Parking, Outside titora(ie: -�WC)lo 8) COST ESTIMATES: Buildings: $ 420,000 Landscaping $ 25,000 Othc,r Site Improvements: (Please list with cost) $ 225,000 `)) FSTIP11ATED PROJECT COPIPLETION DAI•E: Spring 89 lU) LSTIMATLD AVLRAGE DAILY TRAFFIC ( in and out) Entire Complex - 250 to 300 i 1 I) 1)1-:AK IIOUIZ(s) OF OPERATION: 6:30 am - 9 a.m. and 5:30 pm to 7 pm Mon -Fri A11 day- _ Saturdays __ ------ -_ _ _ _ 12) I' EA K DAY (s) OF' OPERATION: Saturday, Monday, Tuesday - S IGNA'I'URE OF APPLICANT )(3 'Ro 1985 ALEONDLR & PAY No Text 1 11 j rT,&- re rw-, an V) on VAL-#\ C,J c,.o October 4, 1985 Ross Anderson Partner, Allson Partnership 1580-1600 Shelburne Road South Burlington, Vermont 05401 Re: Nordic Ford/Toyota Site Plan Dear Mr. Anderson: Enclosed are the minutes of the September 24 Planning Comitsion meeting. You may apply for a building permit after I receive and approve a revised plan for lot coverage and upon meeting other pertinent stipulations. Sincerely, Jane Bechtel Lafleur, City Planner JBL/mcp 1 Encl cc: Kathy Huffman No Text 9 )/85 J BL MOTION OF APPROVAL That the South Burlington Planning Commission approve the site plan of Nordic Ford/Toyota for construction of a new 14,000 square foot building for automobile sales and service at 1620 Shelburne Road as shown on a set of plans entitled "Nordic Ford/ Toyota Master Plan" prepared by Alexander/Truex/deGroot and "Nordic Realty, Inc.," prepared by Engineers Incorporated of Vermont stamp dated 9/3/85, wit the following stipulations: � jay��st 1) A $10,900 landscaping bond shall be posted prior to permit. 2) Curb openings shall be constructed with concrete depressed curbing. Any unused curb openings shall be removed and a barrier curb installed. 3) The applicant shall comply with the recommendations of Wagner Heindel and Noyes for storm water detention. Detention plans shall be submitted to the City Engineer for approval prior to permit. 4) A 600 gpd sewer allocation is granted. The applicant shall pay the required sewer charge of $2.50 per gallon prior to permit. 5) An additional fire hydrant shall be installed in a location approved by the South Burlington Fire Chief, prior to permit. 6) The building permit shall be obtained in 6 months. wecaU (0-t a-. Lro