Loading...
HomeMy WebLinkAboutBATCH - Supplemental - 0003 Commerce AvenueState of Vermont a WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 8, 1996 Case Number: WW-4-1383-1 PIN: EJ85-0002 Landowner: Hanf Real Estate Company Address: 3 Commerce Avenue South Burlington, Vermont 05403 This project, consists of relocating a oil/water separator for a 10,625 square foot commercial building with an auto body repair shop (with floor drains for water run off and vehicle washing), 15 employees (previously approved in Water Supply and Wastewater Disposal Permit # WW-4- 1383), on Lot 36, (previously approved in Subdivision Permit # EC-4-1183-1). The project will utilize municipal water and sewer services (a maximum of 230 gallons of wastewater generated per day). The project is located off Commerce Avenue in the city of South Burlington, Vermont, and is hereby approved under the requirements of the regulations named above, subject to the following conditions. This permit does not constitute approval under Act 250. 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Labor and Industry - phone (802) 828-2106 or (802) 658-2199, the Vermont Department of Health - phone (802) 863-7220, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans prepared by Lamoureux & Dickinson Consulting Engineers, Inc., which have been stamped "approved" by the Wastewater Management Division: Proj. No. 00-014; "Ethan Allen Farms Industrial Subdivision - Riverside Auto Body"; Lot 36"; Site Plan; Sht. No. 1; Dated 2-16-2K; Last revised 12-27-00; Typical Details & Specifications Roads, Water, Storm & Sewer; Dated 2-16-2K; Last revised 11-30-00. 3. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. Water Supply and Wastewater Disposal Permit WW-4-1383-1 Page 2 4. In the event of a transfer of ownership (partial or whole) of this project, the transferee shall become permittee and be subject to compliance with the terms and conditions of this permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. 6. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. 7. No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the building shall be allowed without prior review and approval from the Agency of Natural Resources. All conditions set forth in Subdivision Permit # EC-4-1183-1 and Water Supply and Wastewater Disposal Permit # WW-4-1383 shall remain in effect except as modified or amended herein. Dated at Essex Junction, Vermont this 8th day of March, 2002. c Canute E. Dalmasse, Commissioner Department of Environmental Conservation By 449t William E. eabiloski Assistant Regional Engineer South Burlington Planning Commission & Selectboard Water Supply Division Department of Labor and Industry Lamoureux & Dickinson Consulting Engineers, Inc. Act 250 Coordinator - Peter Keibel State of Vermont '4 4- Departmerr of F,sh and Wldl,fe Deparment of Forests, Parxs and Rec,ea:on Department of Ermonmenal Corsa-4a: on February 19, 2002 Hanf Real Estate Company 3 Commerce Avenue South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Junction Regional Office 111 West Street Essex Junction, VT 05452 (802)879-5656 Subject: WW-4-1383-1, Riverside Auto Body -- Relocate oit/water separator outside building for auto body repair shop, no Inc in mun w/s located on Commerce Avenue in South Burlington, Vermont Dear Applicant: We have received your application and fee paid by check #0131 on, which begins the 30 day in-house performance standards for our review. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office at (802) 879-5656. We have forwarded your application to the Information Specialist, who will send you a Project Review Sheet indicating other state departments you should contact about additional permits you may need. If you have not already done so, you should also check with town officials about any necessary town permits. Sincerely, Irene L. Roberge DEC Regional Office Coord. c City of South Burlington Planning Commission Leonard Lamoureux TDD 1-800-253-0191 100% Processed Chlorine Free W�2 AGENCY OF NATURA( -SOURCES (ANR) AND ENVIRONMEf�Ir -i.L. BOARD (ACT 250) PROJECT REVIEW SHEET THIS IS NOT A PERMIT TOTAL # DEC PERMITS t PRE -APPLICATION REVIEW RESPONSE DATE ll PENDING APPLICATION # DISTRICT TOWN 'Awry ,Du�°Cl��Gldoc� PIN # EJY -ooaa. /o OWNER OF PROJECT SITE: NAME: �t /�r`y/f, �SIJ!l//// ADDRESS: J 4V,'`!�• e7U.— / k-Ala TELEPHONE: (SW ,mod- S-539 Based on information provided by land of 4).93 acres, located on APPLICANT OR REPRESENTATIVE: NAME: ADDRESS: TELEPHONE: ?ceived on 1 3i IdA a project was reviewed on a tract/tracts of The project is generally described as: i�GIN/�vf�rL� �7/ih2 �� SE14v1C� f�•/U17�). "�✓l�i116 �tTt' �'J� " Prior Permits From This Office: 'V?v G(/3 to-v- 1/83 'Val -el- /de3 PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY APPEAL TO THE ENVIRONMENTAL BOARD (ACT 250) WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V.S.A. SEC. 600,�(C)). Commercial, residential or municipal project?-Olfj/i?l�Jt!'�L�y}L Has the landowner subdivided before? When/where/# of lots AN ACT 250 PERMIT IS REQUIRED: YES NO; Copies sent to St tuto Parties: YES NO COMM NTS: v6N T� ¢d ENVIRONMENTAL COMMISSION Cbrn"���'rLt T 44 alrtr DISTRICTS #4,6 &9 dd "e -C� 111 WEST STREET ESSEX JUNCTION, VT 05452 SIGNATURE: DATE: Z y1/ ADDRESS: ric C orI Telephone: (802)879-5614 ,ASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED s/ YES NO V Water Supply & Wastewater Disposal Subdivision &/or Exemption Deferral of Subdivision TentfTravel Trailer CampgroundMobile Home Park Floor Drains (UIC) Sewer Extension REGIONAL ENGINEER ASSIGNED: J'7%-5y7A AGENCY OF NATURAL RESOURCES DEPT. OF ENVIRONMENTAL SIGNATURE: �� /��'�Z`�� DATE: a- ADDRESS: CONSERVATION Environmental Assistance Division, Permit Specialist Telephone: (802)879-5676 111 WEST STREET Wastewater Management Division Telephone: (802)879-5656 ESSEX JUNCTION, VT 05452 THIS IS A PRELIMINARY, NON -BINDING DETERMINATION BY THE PERMIT SPECIALIST REGARDING OTHER PERMITS WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CONSTRUCTION. PLEASE CONTACT THE DEPARTMENTS INDICATED BELOW AND ON THE REVERSE SIDE. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-241-3822) Contact: Discharge Permit; pretreatment permits; industrial, municipal Underground Injection Control (UIC) Indirect Discharge Permit Residuals management sludge disposal OVER OTHER ZMITS AND REVIEWS YOU MAY NEED: (( 'nued) 4. AIR POLLUTION CONTROL DIVISION, ANR (888 520-4879) Contact: Construction/modification of source Open Burning Wood Fired Units (>90HP) Furnace Boiler Conversion/Installation Industrial Process Air Emissions Diesel Engines L 200 bHP) 5. WATER SUPPLY DIVISION, ANR (802-241.3400)(800 823-6500 in VT) Contact: New Hydrants >500' of Waterline Construction Community Water System (CWS) Bottled Water Transient Non -Community Water System (TNC) Capacity Review for Non -Transient Non -Community Water System (NTNC) 6. WATER QUALITY DIVISION, ANR Contact: River Management (241-3770) Stormwater Permits (state and federal, UIC) (241-1452) Shoreland Encroachment (241-3777) Aquatic Nuisance Control (241-3777) Wetlands (241-3770) Section 401 Water Quality Certificate (241-3770) Stream Alteration (241-3757) Water Withdrawal (241-3770) 7. WASTE MANAGEMENT DIVISION, ANR Contact: Hazardous waste treatment, storage, disposal facility certificate (241-3888) Underground Storage Tanks (241-3888) Hazardous waste handler notification requirement (241-3888) Asbestos Disposal (241-3444) Lined landfills; transfer stations, recycling facilities, drop off (241-3444) Composting Facilities (241-3444) Disposal of inert waste, untreated wood & stumps (241-3444) HW transporter certificate (241-3888) Waste oil burning (241-3888) Used septic system components/stone FACILITIES ENGINEERING DIVISION, ANR Contact: _ Dam operations (greater than 500,000 cu. ft.)(241-3451) _ State funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) 9. POLLUTION PREVENTION HOTLINE (1-800-974-9559) Contact: RECYCLING HOTLINE (1-800-932-7100) Contact: SMALL BUSINESS COMPLIANCE ASSISTANCE PROGRAM Contact: Judy Mirro 802-241-3745 10. DEPARTMENT OF FISH & WILDLIFE, ANR (802-241-3700) Contact: Nongame & Natural Heritage Program (Threatened & Endangered Species) Stream Obstruction Approval Q PE PARTMENT OF LABOR AND INDUSTRY (802-828-2106) or District Office# 879-2300 Construction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) Storage of flammable liquids, explosives LP Gas Storage Plumbing in residences served by public water/sewer with 10 or more customers Boilers and pressure vessels 12. DEPARTMENT OF HEALTH (800439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: Food, lodging, bakeries, food processors Program for asbestos control & lead certification Children's camps Hot Tub Installation & Inspection - Commercial 13. AGENCY OF HUMAN SERVICES Contact: Child care facilities (800 649-2642) Residential care homes (241-2345) (Dept. of Aging & Disabilities) Nursing Homes (241-2345) Therapeutic Community Residence (241-2345) 14. AGENCY OF TRANSPORTATION Contact: Access to state highways (residential, commercial) (828-2653) Junkyards (828-2053) Signs (Travel Information Council) (828-2651) Railroad crossings (828-2710) Development within 500' of a limited access highway (828-2653) Airports and landing strips (828-2833) Construction within state highway right -of way (Utilities, Grading, etc.) (828-2653) 15. DEPARTMENT OF AGRICULTURE Use/sale of pesticides (828-2431) Milk processing facilities (828-2433) Golf courses (828-2431) Green Houses/Nurseries (828-2431) Contact: Slaughter houses, poultry processing (828-2426) Animal shelters/pet merchant/livestock dealers (828-2421) Weights and measures, Gas Pumps, Scales (828-2436) Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-2436) 16. PUBLIC SERVICE DEPARTMENT Energy Code Assistance Center (888-373-2255) VT Residential Building Energy Standards 17. DIVISION FOR HISTORIC PRESERVATION (802-828-3211) Historic buildings Archeological sites 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) Liquor licenses General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828.2386) Business registration Professional Boards (1-800-439-8683) 20. DEPARTMENT OF TAXES (802-828-2551) Business taxes (sales, meals & rooms, amusement machines) q 21. DEPARTMENT OF MOTOR VEHICLES (802-828-2074) Fuel taxes; commercial vehicle Franchise tax/solid waste OCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) 3. FEDERAL PERMITS U.S. ARMY CORPS OF ENGINEERS,8 Carmichael Street, Suite 205, Essex Jct, VT 05452 (802)872-2893 24. OTHER: Form Date 11/97 Rev. 1 /02 CPage 1 of 1 file://G:AWalter Adams\Riverside Digital Photos 01 Dec 17\IMAGE003.jpg 12/17/2001 C Page 1 of 1 file://G:AWalter Adams\Riverside Digital Photos 01 Dec 17\IMAGE002.jpg 12/17/2001 DEVELOPMENT REVIEW BOARD 19 JUNE 2001 PAGE 4 No 1 ssues were raised by the Board. Ms. Quimby moved to approve Application #CU-01-17 of Mark Chaffee and Lori Hayes subject to the stipulations in the draft motion of 19 June 2001. Mr. Boucher seconded. Motion passed unanimously. 5. Public Hearing: Application #CU-01-19 of David Desarno seeking conditional use approval from Section 26.05, Conditional Uses, and Section 26.65 Multiple Structures and Uses on Lots, of the South Burlington Zoning Regulations. Request is for permission to allow automobile repair and service in conjunction with general office use,1944 Williston Road, and 6. Site plan application #SP-01-32 of David Desarno to amend a previously approved site plan for a mixed use, 2,100 sq. ft. building consisting of 450 sq. ft. for automotive rental use, and 1650 sq. ft. of general office use. The amendment consists of converting 1650 sq. ft. of general office use to automobile repair and service use, 1944 Williston Road: Ms. Bell said this is the same plan seen by the Board a few months ago. The difference is that a tenant wants to rent what was approved for office space for a windshield repair business. She noted that most of the business activity will take place behind the building. Ms. MacCallum said staff wanted the Board to do something about screening of the car storage, space. Ms. Quimby said her concern is with "junked" cars. Mr. Desamo said if they bring in any more cars, the would be taken down in back. He added that you won't know this is a car facility from th,.,.,)nt. He also said they have stayed away from a tin building to have an aesthetically phasing look. He showed a rendering of the proposed facility. Mr. Dinklage asked the applicant to testify that what is built would be substantially what has been shown. Mr. Desarno said it would be exactly what has been shown. Ms. Quimby moved to approve Application #CU-01-19 and Site Plan application #SP-01-32 of David Desarno subject to the stipulations in the draft motion of 19 June 2001 amended to delete stipulation 2(b). Mr. Schmitt seconded. Motion passed unanimously. 7. Public Hearing: Application #CU-01-14 of William and Linda Hanf seeking conditional use approval under Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Request is for permission to amend a plan of a 10,625 sq. ft. building used for automobile repair and service. The amendment consists of site modifications to the landscaping and to add a ground -mounted transformer, 3 Commerce Ave., and DEVELOPMENT REVIEW BOARD 19 JUNE 20C 1 PAGE 5 S. Site plan application #SP-01-24 of William and Linda Hanf to amend a previously approved site plan for a 10,625 sq. ft. building used for automobile repair and service. The amendment consists of site modifications to the landscaping and to add a ground -mounted transformer, 3 Commerce Ave: •i Mr. Adams said in the process of constructing the building, they had to add a ground - mounted transformer. They also added some asphalt which will have to be removed to get back to the 30% coverage. This will be done. They have added some landscaping to screen the transformer. Ms. MacCallum noted that the City Engineer suggests that the red maple be moved. The applicant agreed to do this. Mr. Boucher moved to approve Application #CU-01-14 and Site Plan application #SP-01-24 of William and Linda Hanf subject to the stipulations in the draft motion of 19 June 2001. Ms. Quimby seconded. Motion passed unanimously. 9. Public Hearing: Application #CU-01-15 of Chase Properties & Development, Ltd., seeking conditional use approval under Section 26.05, Conditional Uses, and Section 26.65, Multiple Structures and Uses on Lots, of the South Burlington Zoning Regulations. Request is for permission to allow the following multiple uses in the same building: light manufacturing; research and testing laboratories; printing, bookbinding, publishing and engraving; wholesale establishments; and warehousing, storage and distribution facilities, 5 Green Tree Y.Yive, and 10. Site plan application #SP-01-26 of Chase Properties & Development to amend a previously approved site plan for a 20,160 sq. ft. warehouse and light manufacturing building. The amendment consists of converting the building to multiple uses consisting of: light manufacturing; research and testing laboratories; printing, bookbinding, publishing and engraving; wholesale establishments; and warehousing, storage and distribution facilities, 5 Green Tree Drive: Mr. Adams said they project was approved about a year ago. Because of Act 250 issues the permit expired. Mr. Adams noted that a transformer has been added to this property. They also changed the style of the retaining wall so it has a "friendlier" look, more residential in nature. No issues were raised. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 11, 2001 William & Linda Hanf 3 Commerce Avenue South Burlington, VT 05403 Re: Conditional Use & Site Plan Applications, 3 Commerce Avenue Dear Mr. & Mrs. Hanf Enclosed please find a copy of the minutes and Finding of Facts of the Development Review Board meeting on June 19, 2001 (effective date June 10, 2001). Please note the conditions of approval, including that a Zoning Permit be obtained within six (6) months or this approval will be null and void. If you have any questions, please give me a call. Sincerely, Sarah MacCallum Associate Planner Enclosure C C City of South Burlington Application to Development Review Board Official Use APPLICATION # HEARING DATE Ce) FILING DATE .f FEE AMOUNT L�,7 Name of applicant(s) W 1ll�. tAvA *- L y WDA A A N F' Address � W mmiAkws Nos, Telephone # kO'L- Represented by 'V+'tLme— N.QNms 'k Landowner S F Location and description of prop �oT �, F.17IAN e&-ty��.1 faAft,w+5 � IsD>�'nu �►� Sy�D1�151 o>,J Adjacent property owner(s) & Address :5A MAl- f!$ AV 9%0f— Type of application check one: ( ) appeal from decision of Administrator Officer (includes appeals from Notice of Violation) 94 request for a conditional use ( ) request for a variance ( ) other I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month (second and fourth Mondays). That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of hearing. Provision of zoning ordinance in question VMIND►FICAMIQ nf: OR,1(010MAI. A PMW, 10 NIDD T(lW, 5 tt "(L4 U D5wiNko Reason for appeal Other documentation 31 i Ll f Date SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24 V.S.A. the South Burlington Development Review Board will hold a public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, , at 7:30 P.M. to consider the following: Application of seeking a from Section of the South Burlington Zoning Regulations. Request is for permission to R25 20 L,y ao. Burlington 6/19/01 MOTION OF APPROVAL RIVERSIDE AUTO BODY I move the South Burlington Development Review Board approve conditional use application #CU-01-14 and site plan application #SP-01-24 of William and Linda Hanf to amend a previously approved site plan for a 10,625 square foot building used for automobile repair and service. The amendment consists of site modifications to the landscaping and to add a ground -mounted transformer, 3 Commerce Avenue, as depicted on a two (2) page set of plans, page one (1) entitled, "Riverside Auto Body Lot 36", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated 2/16/00, last revised on 12/27/00, with a stamped received date of 4/25/01 with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plat plans shall be revised to show the changes listed below and shall require approval of the Director of Planning & Zoning (hereinafter Director). Three (3) copies of the approved revised plat plans shall be submitted to the Director prior to permit issuance. a) The site plan shall be revised to move the Red Maple tree off of the sewer service line at least 8 feet away. 3. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 4. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to use of the new transformer. 5. Any change to the site plan shall require approval by the South Burlington Development Review Board. Landscaping Bond BOND NO. 04BSBAK2315 Know All Men By These Presents, That we, William & Linda Hanf & Hanf ' s Real Estate of Burlington, VT as Principal. and The Hartford Fire Ins. Co. a corporation ar©anized under the laws of the State of Connecticut having its principal office in the City of Hartford as Surety, are held and firmly bound unto The City of So. Burlington, VT in the sum of Nine Thousand Dollars------00/100 Dollars ($ 9 , GO .00 lawful money of the United States, for which payment well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Whereas, the above bounden Principal has been granted a Landscaping license bond Now. Therefore, the Condition of this Obligation is Such, that if the above Principal shall indemnify and save harmless the City of So. Burlington, VT against loss to which the may be subject by reason of said Principal's breach of any ordinance, rule or regulation relating to the above described license or permit, then this obligation shall be null and void, otherwise to remain in full force and effect. This obligation may be canceled by said Surety by giving thirty (30) days notice in writing of its intention so to do to said Obligee and the said Surety shall be relieved of any further liability under this bond thirty (30) days after receipt of said notice by the said Obligee No cause of action shall lie against the surety unless commenced within two years from the date the cause of action accrues against the principal. Regardless of the number of years this bond shall continue in force and the number of premiums which shall be payable or paid, the surety's total limit of liability shall not be cumulative from year to year or period to period. Signed, sealed and dated this 8 th day of May 2000 Principal 0+--l—mot; / /Zr ,! (Seal) By"4Aj (Seal) Su roty The Hartfo d re Ins. Co. 6t..- (Seal) Attomey-In -Fact ** TOTAL PAGE.02 ** HARiFORD FIRE INSURANCE COMPANY POWER OF ATTORNEY Know all mart by these Presents, That the HARTFORD FIRE INSURANCE COMPANY, a corporation duly organized under the laws of the State of Connecticut, and having its principal office in the City of Hartford, County of Hartford, State of Connecticut, does hereby make, constitute and appoint MARC D. LANDRY, ALICJA MM.AHO and CAROLYN A. WHEEL of COLCHESTER, VERMONT its true and lawful Attomey(s)-in-Fact, with full power and authority to each of said Attorney(s)-in-Fact, in their separate capacity if more than one is named above, to sign, execute and acknowledge any and all bonds and undertakings and other writings obligatory in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons holding places of public or private trust; guaranteeing the performance of contracts other than insurance policies; guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or permitted in all actions or proceedings or by law allowed, ===5�•----Rt=--=------------------------- and to bind the HARTFORD FIRE INSURANCE COMPANY thereby as fully and to the same extent as If such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the HARTFORD FIRE INSURANCE COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and confirms all that its said Attomey(s)-in-Fact may do in pursuance hereof. This power of attorney Is granted by and under authority of the following provisions: (1) By -Laws adopted by the Stockholders of the HARTFORD FIRE INSURANCE COMPANY at a meeting duly called and held on the 9th day of March, 1971. ARTICLE IV ppuurrppooeSssEEsCTION s. The rPrresidenntttsorraanyy Vke-President, acting with secretary or IA�ssssiisrttant Secretary, shall have power and authority to appoint, for Resident I at execudM Secretaries and ltonrye•in-bonds Fact undertakings i y time to rem weary such Residey in the nt Vios-PreeldrvL one rmore Resident Resident Assistant Secretary, or Attomay-in-Fact, and revoke the power and authority given to him. SECTION 11. Aaorneys-In-Fact shall have power and authority subject to the terms and limitations of to power of attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the &ompany thereto any and all bonds and undertakings, and other writings obip� M the nature thereof, and any such instrument exeadad by any such Attorney -In -Fact shall be as binding upon the Company as lf signed by an �iec�rtrynre OMcer and sealed and attested by one other of such Olfkcere. This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Directors of. the HARTFORD FIRE INSURANCE COMPANY at a meeting duly called and held on the 12th day of February, 1993. Resolved, that the signatures of such Officers and the anal of the Company mmatyybe affbed to any such power of attorney or to any cartfliate rated% thereto by facskNle, and any such power of attorney or oertlfica I bearing such faakmita signatures or facsimile seal shall be valid and binding upon the future with andany pact bypower bond o executed undertakingand oehicF�ks fattacsimile ���s and facsimile seal shall be valid and binding upon the Company in the In WRnesa Whereof, the HARTFORD FIRE INSURANCE COMPANY has caused these presents to be signed by its Vice -President, and its corporate seal to be hereto affixed, duly attested by its Secretary, this 191h day of October, 1994. HARTFORD FIRE INSURANCE COMPANY Attest: �� Richard R. Hennanson Secretary Robert N. H. Sena STATE OF CONNECTICUT I fte-President COUNTY OF HARTFORD n On this 19th day of October, A.D. 1994, before me personally came Robert N. H. Senor, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Vice -President of the HARTFORD FIRE INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by Ike order. 'fe won% STATE OF CONNECTICUT NOTMY " Li a. * 'UaLic * Jean . Wozrniak COUNTY OF HARTFORD q � /votary Public My Commission Expires June 30, 1999 CERTIFICATE I, the undersigned, Secretary of the HARTFORD FIRE INSURANCE COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore, that the Resolutions of the Board of Directors, set forth in the Power of Attorney, are now in force. Signed and sealed at the City of Hartford. Dated the day of 19 Form S i607 a (itF) Printed in U.S.A. Robert L. Post Secretary DEVELOPMENT REVIEW BOARD 4 APRIL 2000 3. Any change to the final plat plans shall require approval by the South Burlington Development Review Board. 4. The final plat plan (sheet SP1) shall be recorded in the land records within 90 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Ms. Quimby seconded. Motion passed unanimously. Applicants for items #9 and #10 were not present. 11. Public Hearing: Application #CU-00-04 of Riverside Auto Body seeking conditional use approval from Section 26.05 Conditional Uses of the South Burlington Zoning Regulations. Request is for permission to construct a 10,625 sq. ft. building to be used for automobile repair and service, 3 Commerce Avenue: and 12. Site plan application #SP-00-06 of Riverside Auto Body to construct a 10,625 sq. ft. building to be used for automobile repair and service, 3 Commerce Avenue: Mr. Rowe said the lot is .93 acres. He reviewed the uses of the surrounding parcels. The proposed building would be served by city water and sewer. There would be a single curb cut. Mr. Rowe said the use is compatible with surrounding uses. Mr. Rowe gave members an updated plan to show landscaping changes. They were asked to delineate the rear of the parking lot, so they took some cedar trees and moved them to the rear and added a red maple to the northeast corner of the lot. They anticipate having about 15 service bays. The city formula requires 30 parking spaces. They are proposing 15. They feel there will be adequate room for parking on the lot. Mr. Rowe showed an area where there could be additional parking. He stressed there will be no junked cars stored outside. There is also ample room inside to store 5 to 6 vehicles in addition to service bays. He said there is a much lower turnover in auto bodywork than in regular service use. Mr. Belair asked that there be a condition that all cars be in designated parking spaces or in the space indicated for outside vehicle storage on the plan. Mr. Belair also noted there is no need for a landscape waiver as the applicant has an estimate at $8,000. Mr. Rowe confirmed that the building would be sprinklered. C1 DEVELOPMENT REVIEW BOARD 4 APRIL 2000 Mr. O'Rourke moved the Development Review Board approve conditional use application #CU-00-04 and site plan application #SP-00-06 of Riverside Auto Body to construct a 10,625 sq. ft. building to be used for automobile repair and service, 3 Commerce Avenue, as depicted on a two page set of plans, page one entitled"River- side Auto Body Lot 36," prepared by Lamoureux & Dickinson Consulting Engineers, Inc, dated 2/16/00, last revised on 3/27/00, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised to show the changes listed below and shall require approval of the Director of Planning & Zoning (hereinafter Director). Three copies of the approved revised plans shall be submitted to the Director prior to permit issuance: a. The site plan shall be revised to show the dumpster screened from lot #35. b. The site plan shall be revised to show additional landscaping in the form of an evergreen buffer along the eastern side of the parking lot which borders the C.O. District and several street trees along the property's frontage with a minimum caliper of 2.5-3 inches. c, The site plan details (sheet 2) shall be revised to include a depressed curb detail. 3. The Development Review Board approves a sewer allocation of 230 gpd. The applicant shall pay the per gallon fee prior to permit issuance. 4. Any new exterior lighting shall consist of downcasting shielded fixtures o as not to cast light beyond the property line. Any change in lighting shall be approved by the Director prior to installation. 5. The applicant shall post an $8000 landscape bond prior to issuance of a zoning permit. The bond shall remain in effect for three years to assure that the landscaping takes root and has a good chance of surviving. 6. The applicant shall pay the sidewalk fee of $15 per linear foot of frontage as required by the original subdivision approval prior to issuance of a zoning permit. 7 DEVELOPMENT REVIEW BOARD 4 APRIL 2000 7. Pursuant to Section 26.256(b) of the zoning regulations, the Development Review Board approves a total of 15 parking spaces, which is a 15 space or 50% waiver. All vehicles parking outside the building shall be parked in the designate parking spaces or in the temporary outside storage area as shown on the plan. 8. The applicant shall pay a traffic impact fee of $880 required by the original subdivision approval prior to issuance of a zoning permit. 9. Removed curb at entrance drive shall be replaced with a concrete depressed curb. 10. Water shutoff valve shall be placed six inches from the property line. 11. Sanitary sewer pipe shall be bedded in % inch crushed stone only. 12. The building shall be sprinklered. 13. The applicant shall obtain a zoning permit within six months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 14. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to occupancy of the building. 15. Any change to the site plan shall require approval by the South Burlington Development Review Board. Ms. Quimby seconded. Motion passed unanimously. As applicants for items 9 and 10 were still not present, Ms. Quimby moved that the fmal plat application #SD-00-15 of John Larkin and Sign design application #DR-00-02 of Randy Gaulin be continued to the 18 April meeting. Mr. Schmitt seconded. Motion passed unanimously. As there was no further business to come before the Board, the meeting was adjourned at 8:45 p.m. S 8 LIMITS OF 100 YEAR FLOOD PLAIN ELEVATION (ELEV-218) I I EXISTING UTILITY POLES LOT 35 THRIFTY CAR NTAL SPILLANE N/F LEGEND AR AS AA JA PM SB TO VT GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 it. NEW CB \ — -- RIM = 219.75 4"PVC IN=215.80 \ 8" PVC OUT = 215.70 PRESERVE, REPLANT OR REPLACE EXISTING STREET TREE 1 ' \ PLANTING SCHEDULE QUANTITY BOTANICAL NAME COMMON NAME � 5 m rubrum - RED MAPLE O 6 'y 1 Am socharum \ SUGAR MAPLE , � 6 -4; ( v 1 A=,lanchier arborea Z SERVICEBERRY& - 7 3 1 b2rizontalis 'Plumosa'OW, i PLUMOSA JUNIPERI ` 14 21=1- mugho 'Pumlllo , . , 4. DWARF MUGO PINE? 3 BRiC€2 b11m91di BUMALDI SPIRES 5 57 Ib.ol occidentalis u RED CEDAR �2 Y11 w-nam o ulus ' ` �' EURO. CRANBERRY �- �= Ll 3, 30 I PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT RE- VIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Con- ference Room, 575 Dor- set Street, South Bur- lington, Vermont on Tuesday, June 19, 2001 at 7:30 P.M. to consider the following: 1] Application #CU-01- 14 of William and Linda Hanf seeking conditional use approval under Sec- tion 26.05, Conditional Uses, of the South Bur- lington Zoning Reguia- tons. Request is for per- mission to amend a plan of a 10,625 square foot building used for auto- mobile repair and serv- ice. The amendment con- sists of site modifications to the landscaping and to add a ground -mounted transformer, 3 Com- merce Ave. 2] Preliminary Plat appli- cation # SD-01-24 and final plat application # SD-01-25 of South Bur- lington Realty Company to amend a planned resi- dential development con- sisting of 92 multi -family units ;n 23 buildings on 27.76 acres of and. The amendment consists of adding eight [81 multi- family units in two [2] buildings resulting in 101 multi -family units, Juni- per Drive 31 Appfication # CU-01- 15 of Chase Properties & Development, Ltd.. seek- ing conditional use ap- proval under Section 26.05, Conditional Uses, and Section 26.65, Multi - pie Structures and Uses on Lots, of the South Burlington Zoning Regu- lations. Request is for permission to allow the following multiple uses in the same building; light manufacturing; research and testing laboratories; printing,bookkeeping, publishing and en- graving; wholesale es- tablishments; and ware- housing, storage and distribution facilities, 5 Green Tree Drive. 41 Applicator 1U-01- 16 of Marine ection seeking conditional use approval under Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Re- quest is for permission to: a] construct an 11,- 590 square foot building for automotive and ma- rine sales, including service and sales of re, lated accessories, and bl use an existing 1920 square foot building for accessory storage, 3017 Williston Road. 5] Application # CU-01- 17 of Mark Chaffee and Lori Hayes seeking ap- proval under Section 26.05, Conditional Uses, and Section 3.506, of the South Burlington Zoning Regulations. Request if for permission to relo- cate existing stairs to the east and replace the existing stairs with np- rap, 3 Lyons Ave. B Application # CU-01 1 of Nextel WtP Lease Corporation, d/b/a Nex= let Partners, seeking Conditional Use approval from Section 26.1l5, Con- ditional Uses, of the South Burlington Zoning Regulations. Request is for permission to a] in- stall nine [9] 48-inch panel antennas on a plat- form located 82 feet in height on an existing 100-foot communications tower, b] install two [2] 18-inch GPS antennas on roof of building, and c] Install air handler equipment [5 it x 6 it x 3 It tall] on roof of building, 30 Joy Drive. Application # MS-01- 0 of Newhetds, Inc. seeking approval under Section 25.117, Altera- tion of Existing Grade, of the South Burlington Zoning Regulations. Re- quest is for permission to excavate an area ap- proximately 30 feet by 25 feet by six [6] feet deep, with a corner of the ex- cavation deepened to approximately 11 feet below ground survace to remove contaminated soil and groundwater from the site. The site will then be replaced with clean fill and the site re- stored to its previous condition, 870 Williston Road. e] Application # CU-01- 19 of David -Desarno seeking, conditional use approval from Section 26.05, Conditional Uses, and Section 26.65, Multi- ple Structures and Uses on Lots, of the South Burlington Zoning Regu- lations. Request is for permission to allow auto- mobile repair and service in conjunction with gen- eral office use, 19" Will- iston Road. Copies of the applica- tions are available for public Inspection at the South Burlington City Hall. John Dipklage Chairman South Burlington Devel- opment Review Board June 2, 2001 APR 25 20 L--., of So, Burlington CITY OF SOUTH BURLINGTON APPLICATION FOR SITE 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 site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) WiLi-iA-KA A UmD& 4A&,f / -4AIUF �EJ1L 1 smrtY 2) APPLICANT (Name, mailing address, phone and fax #) SAMel 3) CONTACT PERSON (Name, mailing address, phone and fax #) 4) PROJECT STREET ADDRESS: 3 Co VVWM ENC-F.. A VF-- 5) TAX MAP NUMBER (can be obtained at Assessor's Office) 6) PROJECT DESCRIPTION Ik1-or32 643�"-06w 3,C a) Existing Uses on Property (including description and size of each separate use) b) Proposed Uses on property (include description and size of each new use and existing uses to remain) NI>V 'S�i.A�tySFoa,Nn,�Xt. L�NASGPx��iyC� c) Total building square footage on property (proposed buildings and existing buildings to remain) N© Cx*tcpE, d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) N(o C-sA vA e) Number of residential units (if applicable, new units and existing units to remain) d - f) Number of employees (existing and proposed): #6 ?rWQO�D g) Other (list any other information pertinent to this application not specifically requested above): 7) LOT COVERAGE a) Building: Existing % Proposed % b) Overall (building, parking, outside storage, etc) Existing % Proposed % c) Front yard (along each street) Existing % Proposed % 8) COST ESTIMATES a) Building: $ b) Landscaping: $ 20o; c) Other site improvements (please list with cost): -r%D'D JV-" sfb ruvr�eC, A, NTD LA QS c.k n 1 N CO 9) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): N > b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 10) PEAK HOURS OF OPERATION: 11) PEAK DAYS OF OPERATION: 12) ESTIMATED PROJECT COMPLETION DATE: 13) SITE PLAN AND FEE A site plan shall be s ubmitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. I , j A A d I, �SIGINKWWOF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board 13 Director, Planning & Zoning I have reviewed this site plan application and find it to be: (Apf'msp) 0 Complete 0 Incomplete Director of Planning & Zoning or Designee Date 81/09/2081 14:45 802-878-?' 5 LAMOUREUX DICKINSOIN PAGE 02 Adioiner Name Address John & Joyce Belter 2 Country Club Drive South Burlington, VT 05403 Berard Construction Co., Inc. P.O. Box 2039 South Burlington, VT 05407 Joseph P. & Sean P. Kelley P.O. Box 2391 South Burlington, VT 05407 Thrifty Car Rental Chip Spillane 1700 Williston Road South Burlington, VT 05403 \ I um" _ PLAN aEVA11011 (atll Ztn E10SIING INIMTY POLES N01ER L IWIaARY NO FLOOD PLMI IWCAMAINN WAS TAKEN FROM THE FOLLOWING PUN: 'OVEDNL 1117E RANI - EMAR ALLOT FARM. OORRNUIL .IIDM.ON mom 3. Lam 22-42• W MWATINX-LLORMCM NF LAST NE4Em ON MOM A TOM 2. 1N. RM a FOR SITE PDX PURPOSES ONLY AND IS NOT MERGED MR 3. UR11EG MEN ON THIS PLAN WERE OBTAINED FROM THE ORO NAL AISChWON DENRL 111E OT; RAN. OF WELOPED L00 LEII® FIELD SIRRVEM THE EIUAOT IACAl10N OPU� IF d6Mll, MAY VARY FROM THAT SHOWN OI "PLAN. RUMT ANY OOIi1JC74 10 TIE MITER TEE CONHIAOTOR * ML 001NY OWSAFE PRIOR M ANY E10AVAIION. LEGEND I LWUIE DEtOIPWON 173 WATT METAL NAIDE MCA WTOFF WALL MUM F AJOE 100 WATT METAL NAUDE WJMD OOLLARD RM E MIN CLEAN LOG AND LgPoER A ITJ WATT METAL NA1Of CIlPOFF Fomm 10 E ORWND NOUNIED IULMNIG NOLSIILD LOT 35 THRIFTY CAR NTAL SPN/F PLANTING SCHEDULE LJlre WNISIY IOMINIAL NAIE CMMON MANE M I A.L D.IR RED MAPLE AS 1 AS; M1DLDm W MA R MAPLE M I INTIRmW1[SmN sERW01M,RNY AA 3 J himbom iL-i9mmod RIMOSA JUMPER PM 11 �- mid+ IMOW: DOW lAG0 PINE 9 S AI Nm" ILRINM SPOWA 10 67 3k* EONYMLRII RED CEDAR N 22 lMION mom am CIMN NOW GRAPHIC SCALE NO (nLEsr) T LFY . 1D ti THE CONTRACTOR SHALL NOTIFY 'DIOSAFE' AT I-aM-DIG-SAFE PRIOR TO ANY EXCAVATION. JOSEPH P. & SEAN P. KELLY N/F TAPER aD OF CO OOPRL>!m OIL. AT NEW ENTRANCE RESERVE. RaMNT aftPN34" OOSINO slim TREE APPROVED BY IEIOWTION OP LIE DLTaOFlINIT IEYEW MIN. OF THE OTY OF SOUTH MIRIMOION. V6.ONT. ON WEOpAAr Oi tam GUKCT M THE ffl=v i= MrW&= 0I SAID PDOWTNNN. N.Im MS_DAY OF 2001 WY (OOP CR CNAOSW4 •,' s•. F, 't� CITY OF SO01N RU11101NN IFODVED FOR RECORD A.D. 20 — AT O'CLOW L"m M AND RECORDED N ATIM TDIIN am DIINOE / "pimANT p I �// So , �? �•Jy /� RA1EpIlEE AU1C IODY GIf.�1 14)gton su m ! AV05401 RWTE 7 MIIIIRIQTON. VT OI401 �J`1 f,111/l AAII PARCEL DATA RInaWED ALLO N MULLING COVERAGE 10.12E IF (26.114 30I 0ANM1Y TOTAL LOT COVERAGE 24,0/I OF (71.4V 70.E MAXIM YARD 1.470 LP (301A 3OX NA)SMM OPEN SPACE II.72I OF (3LOG WA TOTAL AREA 40.70D SE - OmW ACRES EBGRCI mu PRORM PARCEL - 40,70D !LT. (043 AGED ZOIMO - HOED 00USIOAL AND C01ltM3AL SE7MCIM FRONT 440 ET 1% A "Fr at Spam or PORER mumo 1s WATER SERVICE - MINOPAL SCARCE NEON OWMG MAIN SEVEN SERVICE - MUNICIPAL SERVICE FROM DOSING mM LEGEND _ PRD,OCT PROPERTY LIE — ABUTTING PROPERTY 13E — — — — — — SETBACK UIE - - EASEMENT LINE CONCRETE CM u ST SIGNER LUE ! CATON IAfO T S SITTER LIE ! MA NOTE w WATER UE ! NVDRANT -----216----- OWING CONTOLIN wa 2170m PROPOSED CONTOUR FORM SPOT GRACE —[ OECNWC LIE ! TRANSPORER CONCRETE MONUMENT PROPERTY OMM (TO E SEE) NAYRALE DAN PROPOSED TREE NDOD SO ED.p PENCE 12-27-M SI00N AT TNAMS/AOL MK NNE/PMLEL DATA An 12-07-00 ADDED PRECAST WRI / REV. DATA NR ll-J0-00 RINSED POSE OmamcDON PER N ! C) AN 4-3-M NEYM PERSTAFF REMW AMR 3-27-00 ADM TEMPORARY STMAOE AREA AER ■ FINAL :3 RECORD DRAWING ETHAN ALLEN FARMS R3¢01 INDUSTRIAL SUBDIVISION DVR� 3 (1410mlM AVZWR SOUTH DUFLUIOTON AM RIVERSIDE AUTO BODY LOT 36 „M ,x SITE PLAN 2-1I- LaHoumm & DDICEDMN CoeMY1,4 3rhl �• ,•_za n0 ERN. JwmUm. VT 0502 (E02) E7E-44W Eopsa.-M.nwn- 1 i^ 1 �7� State of Vermont LAND USE PERMIT AMENDMENT CASE # 4C0643-18 APPLICANT Riverside Auto Body ADDRESS c/o Bill & Linda Hanf 411 Riverside Avenue Burlington, VT 05401 and John & Joyce Belter 2 Country Club Drive South Burlington, VT 05403 LAWSIREGULATIONS INVOLVED 10 V.S.A. §§ 6001-6092 (Act 250) District #4 Environmental Commission hereby issues Land Use Permit Amendment #4C0643-18, pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in Book 148, Pages 225, of the land records of the City of South Burlington, Vermont, as the subject of a deed to John & Joyce Belter and a purchase and sales agreement with Bill & Linda Hanf the Permittees as Grantees. This permit specifically authorizes the Permittees to construct a 10,625 square foot commercial auto body service building with 15 parking spaces in the existing Ethan Allen commercial subdivision located on Ethan Allen Drive in South Burlington. The project will be served by municipal water and sewer facilities. The proposed project is part of a previously approved commercial subdivision approved in Land Use Permit #4C0643, and is located in Phase III consisting of lots 22-42 approved in Land Use Permit #4C0643-3. The project is subject to Act 250 jurisdiction because the project is a material or substantial change to a development over which the Commission has jurisdiction and thus constitutes "development" pursuant to Environmental Board Rule 2(A)(5). Accordingly a permit amendment is required pursuant to EBR 34. The Permittees, and their assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: All conditions of Land Use Permit 4C0643 and applicable amendments are in full force and effect except as amended herein. By acceptance of this permit, the Permittees agree to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. I Land Use Permit #4C0643-18 Page 2 The project shall be completed, operated and maintained in accordance with: (a) the plans and exhibits on file with the District Environmental Commission, and (b) the conditions of this permit. No substantial or material changes shall be made in the project without the prior issuance of a permit amendment. 4. The approved plans are: Sheet 1 - "Site Plan - Riverside Auto Body - Lot 36," dated 2/16/2000, last revised 4/3/2000; and Sheet 2 - "Typical Details & Specifications - Roads, Water, Storm & Sewer," dated 2/16/2000, last revised 4/3/2000. 5. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. 6. The Permittees shall notify the District Commission in writing, at least five (5) days prior to the commencement of construction, that construction will be commenced. The District Coordinator may conduct a site visit to inspect the installation of erosion control measures. 7. No changes shall be made in the design or use of this project without the written approval of the District Coordinator or the Commission, whichever is appropriate under the Environmental Board Rules. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit, as provided by 10 V.S.A. Ch. 151 and the rules of the Environmental Board. 9. By acceptance of the conditions of this permit without appeal, the Permittees confirm and agree that the conditions of this permit shall run with the land and the land uses herein permitted, and will be binding upon and enforceable against the Permittees and all assigns and successors in interest. 10. The project is approved for the following maximum impacts: 15 - vehicle parking spaces 230 - gallons per day of wastewater; 50 - vehicle trips per day; 6 - AM peak hour vehicle trips; and 6 - PM peak hour vehicle trips; 11. This permit hereby incorporates all of the conditions of the following Agency of Natural Resources Permit: • Water Supply and Wastewater Disposal Permit #WW-4-1383 issued on April 6, 2000 by the Assistant Regional Engineer, Wastewater Management Division; Any subsequent nonmaterial changes to these permits shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. Subsequent amendments requiring material changes, as determined by the District Coordinator, to the Act 250 permit shall not be Land Use Permit #4C0643-18 Page 3 constructed prior to review and approval of the District Coordinator or the District Commission under applicable Environmental Board Rules. 12. The building approved herein is not approved for any manufacturing use or the on -site disposal of any process wastes. The Permittees shall apply and receive amended approval from the District Commission for any change in the use of the buildings which involves the storage or handling of any regulated substances or the generation of hazardous wastes. 13. All spray booths shall be equipped with filters to remove over sprayed paint solids from the spray booth. In addition, spray booth exhaust shall be discharged upwards above the roof line so as to maximize atmospheric dispersion of spray booth emissions and to minimize the potential for nuisance and odor problems in the vicinity. 14. The Permittees and all subsequent owners or lessees shall install and maintain only low -flow plumbing fixtures in any buildings. Any failed water conservation measures shall be promptly replaced with products of equal or better performance. 15. The limit of disturbance shall not exceed the area as shown on Sheet 1 (Exhibit #17) and noted as "silt fence." 16. The Permittee shall install a stabilized construction entrance in accordance with the specifications described in the Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites. The stabilized construction entrance shall be maintained until all site construction has been completed. 17. The Permittee shall comply with the erosion control measures described in the application (Exhibit #7) and as shown on Sheets 1 and 2. The Permittees shall prevent the transport of any sediment beyond that area necessary for construction approved herein. All erosion control devices shall be inspected after each rainfall event, periodically cleaned as necessary, repaired promptly, and maintained until vegetation is permanently established on all slopes and disturbed areas. Sediment deposits shall be removed when they reach approximately one-half the height of the hay bale or silt fence barrier. Removed sediments shall be disposed in a stable upland area within the sediment barrier perimeter. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 18. Construction activity between the period of October 1 through April 15 is prohibited until the Permittee submits a winter erosion control plan in conformance with the "Winter Construction" standards and specifications of the Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites and obtains written authorization from the Commission. 19. The proposed grassed swale shall be installed in accordance with the detail provided on Sheet 2 and protected from erosion as required in conditions 15 and 16, above. 20. During the construction phase of the project, the Permittees shall control dust by means of timely and adequate applications of calcium chloride and/or water on all roadways or disturbed areas within the project until pavement and/or vegetation is fully established. I Land Use Permit #4C0643-18 Page 4 21. In addition to conformance with all erosion control conditions, the Permittees shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the requirements of this condition does not absolve the Permittees from compliance with 10 V.S.A. Chapter 47, Vermont's Water Pollution Control Law. 22. The Permittees shall maintain a 50 foot undisturbed, naturally vegetated buffer strip between the wetland on the site and any disturbed areas associated with the project. 23. The Permittees and all assigns and successors in interest shall continually maintain the landscaping as shown on Sheet 1 (Exhibit #18) by replacing any dead or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 24. Immediately upon completion of the project, the Permittees shall submit a certification from a nurseryman or landscape architect stating specifically that "the landscape plantings have been installed in accordance with the approved landscape plans and applicable conditions of this permit." 25. The installation of exterior light fixtures is limited to those shown on Sheet 1 and in the application, and shall be mounted no higher than (12) feet above grade level. All exterior lighting shall be installed or shielded in such a manner as to conceal light sources and reflector surfaces from view beyond the perimeter of the area to be illuminated. Additionally, all exterior lighting shall conform with the Outdoor Lighting Manual for Vermont Municipalities published by the Chittenden County Regional Planning Commission (1996). 26. The building mounted sign shall be no larger than the dimensions stated within the application (24' by 20) and shall not be internally illuminated. The Permittees shall not erect additional exterior signage without first obtaining approval from the District Commission. 27. The installation and/or use of electric resistance space heat is specifically prohibited without the prior written approval of the District Environmental Commission. 28. The project shall conform with the Vermont Consolidated Act 250 Energy Guidelines for Typical Commercial and Industrial Buildings promulgated by the Vermont Department of Public Service. In addition to meeting the above referenced guidelines, the applicant shall incorporate any additional energy efficiency measures that are determined by custom analysis to be cost effective for the project. 29. No further subdivision, alteration, and/or development of any parcel of land approved herein shall be permitted without the written approval of the District Commission. 30. The Permittees shall reference the requirements and conditions imposed by Land Use Permit #4C0643-18 in all deeds and leases. 31. Notwithstanding any other provision herein, this permit shall expire three (3) years from the date of issuance if the Permittees have not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). 32. All site work and construction shall be completed in accordance with the approved plans within three (3) years from the date of this permit, unless an extension of this date is approved in Land Use Permit #4C0643-18 Page 5 writing by the Commission. Such requests to extend must be filed prior to the deadline and shall be reviewed in accordance with Environmental Board Rule 32(B). 33. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A. § 6090(c). 34. Pursuant to 10 V.S.A. § 6090(b), this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. Dated at Essex Junction, Vermont, this /V? day of 2000. Carol Shea, Chair District #4 Environmental Commission Commission members participating in this decision: Rayburn Lavigne Myron Wheeler The applicant or a party may file a motion to alter within 30 days from the date of this decision, pursuant to Environmental Board Rule 31. Any appeal of this decision must comply with all provisions of 10 V.S.A. § 6089 and Environmental Board Rule 40 including a $100.00 filing fee and the submission of the original and ten copies of the following: notice of appeal, a statement of why the appellant believes the commission was in error, a statement of the issues to be addressed in the appeal, a summary of the evidence that will be presented, a preliminary list of witnesses and this decision. Decisions on minor applications may be appealed if a hearing was held by the district commission or timely requested by the appellant. UAEBOARD\CASES\4C643-18. PMT EXHIBIT LIST FOR APPLICATION #4C0643-18 Page 1 El D R [E l A=APPLICANT X I A E IN I T=TOWN H I T C IT I TPC=TOWN PLANNING COMMISSION I I E E JE J RPC=REGIONAL PLANNING COMMISSION B I I IR I ANR=AGENCY OF NATURAL RESOURCES I I V JE J AOT=AGENCY OF TRANSPORTATION T I E ID I DPS=DEPARTMENT OF PUBLIC SERVICE D VDH=VERMONT DEPT. OF HEALTH [B] DHP=DIVISION FOR HISTORIC PRESERVATION N I ]Y] WMD=WASTEWATER MANAGEMENT DIVISION 0.1 NATURE OF EXHIBIT DATE ENTERED 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3/8/2000 A Letter of Transmittal from Andrew Rowe, Lamoureux & Dickinson to James Boyd, District Coordinator (3/8/2000) 46 A Land Use Permit Application (3/6/2000) 66 A Schedule A - fee information " A Schedule E - adjoiner information A Schedule F - certification of service (3/8/2000) " A Project location map A Schedule B Act 250 Narrative A Addendum to Purchase and Sale Agreement (2/2000) " A Letter by A. Rowe to Wastewater Management Division re: stormwater discharge permit file #04-14-080 (3/6/2000) " A Letter by Joe Weith, City of South Burlington to A. Rowe re: sewer allocation (3/6/2000) " A Letter by South Burlington Water Department to A. Rowe (3/1/2000) A Document: erosion evaluation on problem sites " A sketch of proposed building height & floor plan (2 sheets) A A Lighting Application Design & Analysis (last revised 2/24/00) " A Letter by VELCO (3/1/2000) l 1 Exhibit List for Application #4C0643-18 Page 2 16 3/8/2000 A Letter by Vermont Gas (2/29/2000) 17 4/11/00 A Plan: site plan, sht. no. 1 (Rev. 4/3/00) 18 66A Plan: typical details & specifications, roads, water, storm & sewer, sht. no. 2 (Rev. 4/3/00) 19 66A Letter by Andy Rowe re: plan revisions (4/10/00) 20 4/6/00 A Water Supply & Wastewater Disposal Permit WW-4-1383 issued 4/6/00 21 4/21/00 ANR Entry of Appearance Interagency Comments (4/17/00) 22 66 A Letter by Lamoureux & Dickinson re: response to interagency comments (4/20/00) 4C064318.ex/eb CERTIFICATE OF SERVICE{ I hereby certify d- .,lis'2day of May, a copy of the k -going Land Use Permit #4C0643-18, was sent first class mail, postage prepaid to: PARTIES: Riverside Auto Body c/o Bill & Linda Hanf 411 Riverside Avenue Burlington, VT 05401 John & Joyce Belter 2 Country Club Drive South Burlington, VT 05403 Andrew Rowe Lamoureux & Dickinson 14 Morse Drive Essex Jct., VT 05452 Consulting Engineers, Inc. Margaret Picard, City Clerk Chair, City Council/Chair, Planning Commission City of South Burlington 575 Dorset Street S. Burlington, VT 05403 Herb Durfee, Acting Executive Director/CCRPC PO Box 108 Essex Junction, VT 05453 Jon Groveman, Land Use Attorney Agency of Natural Resources 103 South Main St.'- Center Bldg., 3rd Floor Waterbury, Vermont 05671-0301 District #4 Environmental Commission Carol Shea, Chair/Ray Lavigne/Myron Wheeler 111 West Street Essex Junction, VT 05452 Ernie Christianson, Regional Engineer, ANR 111 West Street Essex Junction, VT 05452 Dated at Essex Junction, Ver ont, this'2 ay of May, 2000. 4C0643-18/eb ie Bowen, A istra ive Secrets 879-5660 C STATE OF VERMONT AGENCY OF NATURAL RESOURCES INTERAGENCY ACT 250 REVIEW COMMITTEE RE: Riverside Auto Body DISTRICT ENVIRONMENTAL COMMISSION # 4 APPLICATION #4C0643-18 April 17, 2000 Please enter the appearance of the Agency of Natural Resources ("Agency"), State of Vermont, by and through its legal staff, Elizabeth Lord, in the above -captioned matter. Criterion 1 - AIR POLLUTION Kevin Bracey with the Air Pollution Control Division of the Department of Environmental Conservation has reviewed the application. Mr. Bracey reports that the Air Pollution Control Division does not presently require permits for small autobody type spray paint operations. However, these operations remain subject to Section 5-241(1) and (2) of the Vermont Air Pollution Control Regulations pertaining to nuisance and odor. Therefore, at a minimum, the Air Division strongly recommend the following measures be applied to small spray paint operations to prevent violations of Section 5-241, and requests that the District Commissions include these measures as a condition of the Land Use Permit. a. All spray booths shall be equipped with filters to remove oversprayed paint solids from the spray booth exhaust, and b. The spray booth exhaust shall be discharged upwards above the roof line so as to maximize atmospheric dispersion of spray booth emissions and to minimize the potential for nuisance and odor problems in the vicinity. Criterion 1(B) -WASTE DISPOSAL (Hazardous Waste) Criterion 1(B) requires an applicant to demonstrate that the proposed project will meet any applicable health and environmental conservation department regulations and will f Application #4C0643-18 April 17, 2000 Page 2 not involve the injection of waste materials or any harmful or toxic substances into groundwater or wells. Section 7-104(a) of the Vermont Hazardous Waste Management Regulations imposes a requirement that "Any person who generates or transports hazardous waste ... shall notify the Secretary of such activity." Notification is also required of facilities that manage used oil (with the exception of food -grade oil). The Applicant will need to provide notification of its activities as a hazardous waste handler if used oil or any hazardous wastes are generated or will be generated from on -site operations (e.g., vehicle or machine maintenance wastes, tank bottoms, etc.) There is no fee involved with this notification requirement. The Applicant may contact Sherri Kasten by electronic mail at sherrik dec.anr.state.vt.us or by telephone at 241- 3867 for more information and to request a copy of the required form. A copy of the notification form, with attachments, may also be found at the Vermont Waste Management Division's web site at: hUa//www.anr.state.vt.us/dec/wmd.htm Criterion 4 - SOIL EROSION Kim Greenwood, Water Quality Engineer with the Department of Environmental Conservation, Water Quality Division, has reviewed the application for this project and notes that Condition #16 of the proposed Land Use Permit permits winter construction. Ms. Greenwood requests that this condition be removed from the permit because the Applicant has not provided an erosion control plan which specifically addresses winter construction. Ms. Greenwood also reports that she has contacted the Applicant's consultant regarding the addition of a stabilized construction entrance for the project. The consultant has agreed to incorporate this addition into the erosion control plans. Dated April 17, 2000, at Waterbury, Vermont. Respectfully submitted, State of Vermont Agency of Natural Resources By Elizabeth Lord CERTIFICATE OF SERVICE I hereby certify that I, Jessica Locke, Secretary for the Planning Division of the Agency of Natural Resources, sent a copy of the foregoing Entry of Appearance and Prehearing Comments dated April 19, 2000, regarding File #4C0643-18 (Riverside Auto Body) by U.S. mail, postage prepaid, to the following: Riverside Auto Body Attention: Bill & Linda Hanf 411 Riverside Avenue Burlington, VT 05401 John & Joyce Belter 2 Country Club Drive South Burlington, VT 05403 Lamoureux & Dickinson Consulting Engineers, Inc. Attention: Andrew Rowe 14 Morse Drive Essex Junction, VT 05452 City of South Burlington City Clerk, Select Board & Planning Commission 575 Dorset Street South Burlington, VT 05403 Herb Durfee, Acting Executive Director/CCRPC P.O. Box 108 Essex Junction, VT 05453 AMOUREUX & DICKINSOI( 14 Morse Drive Consulting Engineers, Inc. Essex Junction, Vermont 05452 April 20, 2000 District 4 Environmental Commission c/o James Boyd I I I West Street Essex Junction, VT 05452 RE: Land Use Permit Amendment Application #4C0643-18 Ethan Allen Farms Industrial Subdivision Lot 36 - 3 Commerce Avenue, South Burlington Dear Commissioners: (802) 8784450 Fax (802) 878-3135 We are writing on behalf of Riverside Auto Body (c/o Bill & Linda Hano regarding the pending Land Use Permit Amendment application for Lot 36 of the Ethan Allen Farms Industrial Subdivision. In response to the Interagency Act 250 Review Committee comments, we provide the following: Criteria 1(Aib The conditions proposed by the Air Pollution Control Division are acceptable to the applicant. • Criterion l(B) The applicant is aware that notification is required if hazardous waste will be generated on -site. However, generation of hazardous waste is not anticipated. • Criterion 4 A stabilized construction entrance will be used at the proposed curb cut to prevent tracking of sediments onto the adjacent public street. A typical detail for a stabilized construction entrance is attached. We look forward to receiving the Land Use Permit Amendment as soon as possible so that construction may commence. Please call our office with any questions. Sincerely, Andrew Rowe cc: Certificate of Service Q \1000\00-014\boyd4 wpd Civil • Environmental • Transportation • Planning 9 Landscape Architecture • Hydrogeology • Land Surveying Certificate of Service I hereby certify that I, Andrew Rowe, representing the office of Lamoureux & Dickinson Consulting Engineers, Inc., sent a copy, via first class mail, of the enclosed letter and attachment to District 4 Environmental Commission, to the following: PARTIES: District 4 Environmental Commission c/o James Boyd 111 West Street Essex Junction, VT 05452 Riverside Auto Body Bill & Linda Hanf 411 Riverside Avenue -Route 7 Burlington, VT 05401 John & Joyce Belter 2 Country Club Drive South Burlington, VT 05403 Margaret Picard, City Clerk / Chair, City Council Joe Weith, Planner / Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission Herb Durfee, Acting Executive Director P.O. Box 108 Essex Junction, VT 05453 Agency of Natural Resources Jon Groveman, Land Use Attorney 103 South Main St. - Center Bldg., 3d Floor Waterbury, VT 05671-0301 Dated at Essex Junction, Vermont, this 201h day of April, 2000. Andrew Rowe EXISTING GROUND OR SUBGRADE 1 I, C� 25' MIN PROFILE WIDTH OF n A ROADWAY g"- 'JC 9G �D i I PUBLIC RIGHT-OF-WAY 1-1/2" TO 2"-,-/ DIA. STONE i r a 3 Cl Q 0 U J 0] D CL I 25' MIN PUBLIC RIGHT-OF-WAY PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECESSARY TO CONTROL DUST DURING DRY PERIODS. 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY. STABILIZED CONSTRUCTION ENTRANCE NTS CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 19, 2000 Andrew Rowe Lamoureux and Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: Site Plan & Conditional Use Applications for 3 Commerce Avenue Dear Mr. Rowe: Enclosed please find a copy of Finding of Facts of the Development Review Board meeting on April 4, 2000 (effective date April 18, 2000) as well as a copy of the minutes of this meeting. Please note the conditions of approval, including a zoning permit be obtained within 6 months or this approval is null and void. If you have any questions, please give me a call. Sincerely, Sarah MacCallum Planning & Zoning Assistant Enclosure uap� 4/4/00 MOTION OF APPROVAL RIVERSIDE AUTO BODY I move the South Burlington Development Review Board approve conditional use application #CU-00-04 and site plan application #SP-00-06 of Riverside Auto Body to construct a 10,625 square foot building to be used for automobile repair and service, 3 Commerce Avenue, as depicted on a two (2) page set of plans, page one (1) entitled, "Riverside Auto Body Lot 36", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated 2/16/00, last revised on 3/27/00, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised to show the changes listed below and shall require approval of the Director of Planning & Zoning (hereinafter Director). Three (3) copies of the approved revised plans shall be submitted to the Director prior to permit issuance: a) The site plan shall be revised to show the dumpster screened from lot #35. b) Tlh, . .,plan shall be revised to show additional landscaping in the form of an evergreen buffer along the eastern side of the parking lot which borders the C.O. District and several street trees along the property's frontage with a minimum caliper of 2 1/2 - 3". c) The site plan details (sheet 2) shall be revised to include a depressed curb detail. 3. The Development Review Board approves a sewer allocation of 230 gpd. The applicant shall pay the per gallon fee prior to permit issuance. 4. Any new exterior lighting shall consist of downcasting shielded fixtures so as not to cast light beyond the property line. Any change in lighting shall be approved by the Director prior to installation. 5. The applicant shall post a $8000 landscape bond prior to issuance of a zoning permit. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 6. The applicant shall pay the sidewalk fee of $15 per linear foot of frontage as required by the original subdivision approval prior to issuance of a zoning permit. i 7. Pursuant to Section 26.256(b) of the zoning regulations, the Development Review Board approves a total of 15 parking spaces, which is a 15 space or 50% waiver. All vehicles parked outside thc- tuilding shall be parked in the designated parking spaces. 8. The applicant shall pay a traffic impact fee of $880 required by the original subdivision approval prior to issuance of a zoning permit. 9. Removed curb at entrance drive shall be replaced with a concrete depressed curb. 10. Water shutoff valve shall be placed six (6) inches from the property line. 11. Sanitary sewer pipe shall be bedded in 3/4 inch crushed stone only. 12. The building shall be sprinklered. 13. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 14. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to occupancy of the building. 15. Any change. to the site plan shall require approval by the 'South Burlington Development Review Board. 2 LAMOUREUX & DICKINSOT 14 Morse Drive Consulting Engineers, Inc. Essex Junction, Vermont 05452 April 10, 2000 District 4 Environmental Commission c/o James Boyd 111 West Street Essex Junction, VT 05452 RE: Land Use Permit Amendment Application #4C0643-18 Ethan Allen Farms Industrial Subdivision Lot 36 - 3 Commerce Avenue, South Burlington Dear Commissioners: (802) 878-4450 Fax (802) 878-3135 We are writing on behalf of Riverside Auto Body (c/o Bill & Linda Hanf) regarding the pending Land Use Permit Amendment application for Lot 36 of the Ethan Allen Farms Industrial Subdivision. The City of South Burlington Development Review Board granted Site Plan and Conditional Use approval on April 4, 2000 (the final motion of approval and findings of fact are not yet available). As a result of City Staff comments and conditions of approval by the Development Review Board, we have made the following plan revisions: A temporary storage area has been added at the southwest corner of the proposed building. A section of wood screening fence has been added around the dumpster, which, with the building, will provide screening on three sides. The landscaping layout has been revised with the addition of one red maple at the northeasterly corner of the lot, and the relocation of cedars (no increase in the total number proposed) to the rear of the parking area behind the proposed building. We have reviewed the Draft Land Use Permit Amendment and conditions. Given the topography of the site and the slope of the grass swale (1%) along the northerly side of the proposed building, we do not feel that there is a high potential for erosion in this area. Hay bale dams and mulching should be sufficient, without needing erosion control matting as required in condition # 17. Therefore, we request that the second sentence of this condition be deleted. Civil • Environmental 9 Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying District 4 Environmental Commission April 10, 2000 Page 2 We have enclosed a copy of the Water Supply and Wastewater Disposal Permit, as required in the Notice. We have included 5 copies of the revised plans, and have distributed copies of the plans and this letter to all parties as noted on the attached Certificate of Service. Please call our office with any questions. We look forward to the issuance of a Permit soon after the notice period ends on April 17`f'. Sincerely. Andrew Rowe cc: Certificate of Service R\-'000\oo-oia\no.d: pJ I Certificate of Service I hereby certify that I, Andrew Rowe, representing the office of Lamoureux & Dickinson Consulting Engineers, Inc., sent a copy, via first class mail, of the enclosed letter and attachments to District 4 Environmental Commission, to the following: PARTIES: District 4 Environmental Commission c/o James Boyd 111 West Street Essex Junction, VT 05452 Riverside Auto Body Bill & Linda Hanf 411 Riverside Avenue -Route 7 Burlington, VT 05401 John & Joyce Belter 2 Country Club Drive South Burlington, VT 05403 Margaret Picard, City Clerk / Chair, City Council Joe Weith, Planner / Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission Herb Durfee, Acting Executive Director P.O. Box 108 Essex Junction, VT 05453 Agency of Natural Resources Jon Groveman, Land Use Attorney 103 South Main St. - Center Bldg., 3`d Floor Waterbury, VT 05671-0301 Dated at Essex Junction, Vermont, this 10`h day of April, 2000. C4e�e_ /fo� Andrew Rowe RSCEIVED State of Vermont APR a 7 2lI�10 WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 8, 1996 Case Number: WW-4-1383 PIN: EJ85-0002 Landowner: John & Joyce Belter Address: 2 Country Club Drive South Burlington, Vermont 05403 Co -Applicant: Riverside Auto Body c/o Bill & Linda Hanf Address: 411 Riverside Avenue South Burlington, Vermont 05401 This project, consists of constricting a 10,625 square foot commercial building for an auto body repair shop (with floor drains for water run off and vehicle washing), 15 employees, on Lot 36, (previously approved in Subdivision Permit # EC-4-1183-1). The project will utilize municipal water and sewer services (a maximum of 230 gallons of wastewater generated per day). The project is located off Commerce Avenue in the city of South Burlington, Vermont, and is hereby approved under the requirements of the regulations named above, subject to the following conditions. This permit does not constitute approval under Act 250. 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Labor and Industry - phone (802) 828-2106 or (802) 658-2199, the Vermont Department of Health - phone (802) 863-7220, and local officials p.rior to proceeding with this project. 2. The project shall be completed as shown on the following plans prepared by Lamoureux & Dickinson Consulting Engineers, Inc., which have been stamped "approved" by the Wastewater Management Division: Proj. No. 00-014; "Ethan Allen Farms Industrial Subdivision - Riverside Auto Body"; Lot 36"; Site Plan; Sht. No. 1; Dated 2-16-2K; Typical Details & Specifications Roads, Water, Storm & Sewer; Dated 2-16-2K. 3. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. Water Supply and Wastewater Disposal Permit WW-4-1383. Page 2 4. In the'event of a transfer of ownership (partial or whole) of this project, the transferee shall become permittee and be subject to compliance with the terms and conditions of this permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. - - . 6. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the building shall be allowed without prior review and approval from the Agency of Natural Resources. 1.1 WATER SUPPLY 8. The project is approved for water supply by connection to the municipal water system. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. Water Supply and Wastewater Disposal Permit WW-4-1383 Page 3 WASTEWATER DISPOSAL 9. The project is approved for wastewater disposal by the Airport Parkway municipal sewer system for a maximum of 230 gallons per day. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. 10. A professional engineer, registered in the State of Vermont, is to generally supervise the construction of the sanitary sewer line extensions and, upon completion of construction, the supervising engineer is to submit to the Wastewater Management Division a written certification stating all construction has been completed in accordance with the stamped approved plans. The engineer's certification is to be submitted to the Division prior to the occupancy of any unit and the certification shall include, but not be limited to, the numerical results of all leakage testing performed on each segment of the sanitary sewer extension and all manholes, as described in Appendix A, of the Environmental Protection Rules. 11. This project has been granted a 10% reduction in design wastewater flow, based on the proposed installation of water saving plumbing fixtures. Accordingly, the plumbing fixtures utilized throughout the project shall comply with the following performance specifications: water closets - 3.5 gallons/flush, maximum; shoNverheads - 2.0 gpm, maximum; and lavatory/sink faucets (aerators or flow regulators) - 2.0 gpm, maximum. Fixtures complying with such performance standards shall be permanently maintained throughout the project. 12. All conditions set forth in Subdivision Permit r EC-4-1183-1 shall remain in effect except as modified or amended herein. Dated at Essex Junction, Vermont this 6th day of April, 2000. c Canute E. Dalmasse, Commissioner Department of Environmental Conservation By /William E.,2�abiloski Assistant Regional Engineer South Burlington Planning Commission & Selectboard Water Supply Division Department of Labor and Industry Lamoureux & Dickinson Consulting Engineers, Inc. Act 250 Coordinator - James Boyd City of South Burlington Application to Development Review Board Official Use APPLICATION # C (A -y O HEARING DATE FILING DATE 3 1 0 0 FEE AMOUNT 8� Name of applicants) Riverside Auto Body c/o Bill & Linda Hanf Address _ _ 411 Riverside Avenue Telephone # 862-8539 Burlington, VT 05401 Represented by Ian co-j-reu.x & Ili ckinan� Tnr• � 14 Marcie Drive, Essex Junction, VT 05452 Landowner John & Joyce Belter, 2 Country Club Drive, So. Burlington, VT 05403 Location and description of property 3 Uxrmrce Avenue Adjacent property owner(s) & Address - See Attached List Type of application check one: ( ) appeal from decision of Administrator Officer Q<) request for a conditional use ( ) request for a variance I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing and I agree to pay a hearing fee which is to off -set the cost of hearing. Other documentation: Date Si a e SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24 V.S.A. the South Burlington Development Review Board will hold a public hearing a the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, L4—, at 7:30 P.M. to consider the following: Application of �; I L „ a 14 -. T seeking a from Section S of the South Burlington Zoning Regulations. Request is for permission to . THANK YOU City of South Burlington South Burlington, Vermont Total Cash Total Check I Description Received By Treasurers Offlos THANK YOU City of South Burlington South Burlington, Vermont Total CashS -- Account Number uass TOW 771 Check $ Description —R6csived W Treasurers Office Receipt -r. Receipt 0 5 191 11 " LAMOUREUX & DICKINSON 14 Morse Drive Consulting Engineers, Inc. Essex Junction, Vermont 05452 March 8, 2000 District 4 Environmental Commission c/o James Boyd I I I West Street Essex Junction, VT 05452 RE: Land Use Permit Amendment Application #4C0643-18 Ethan Allen Farms Industrial Subdivision Lot 36 - Commerce Avenue, South Burlington Dear Commissioners: (802) 878-4450 Fax (802) 878-3135 We are writing on behalf of Riverside Auto Body (c/o Bill & Linda Hanf) regarding Lot 36 of the Ethan Allen Farms Industrial Subdivision. The 0.93 acre project parcel is located on the westerly side of Commerce Avenue in the City of South Burlington. Ethan Allen Farms Industrial Subdivision received Master Plan approval for the subdivision and construction of the roadways and related utilities in 1988. In accordance with condition #6 of that approval, we are submitting an Amendment application addressing the following criteria for the proposed development of Lot 36: Criterion 1) Air Pollution Criterion 1 B) Waste Disposal Criteria 2 & 3) Water Supply Criterion 4) Soil Erosion Criterion 5) Transportation Criterion 7) Fire Services Criterion 8) Aesthetics Criterion 9F) Energy Conservation Criterion 9J) Public Utilities Criterion 9K) Public Investments The project proposes construction of a 10,625 sf auto body repair facility. The project will utilize existing municipal water and sewer service along Commerce Avenue. The project is located within the Mixed Industrial and Commercial District, and within a previously approved industrial subdivision. The project site is surrounded by compatible commercial and industrial uses along Commerce Avenue and Ethan Allen Drive. The project abuts an existing commercial/industrial building to the north and east, and a vacant lot within the Ethan Allen Farms Industrial Subdivision to the south. Civil • Environmental • Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying District 4 Environmental Commission March 8, 2000 Page 2 The project is scheduled for Site Plan review before the South Burlington Development Review Board on April 41h. In accordance with condition #22 of the Master Plan approval, the Site Plan has been reviewed by Green Mountain Power and Vermont Electric Power Company (see criterion 9J and attachments). A Water Supply and Wastewater Disposal Permit was submitted to the Regional Engineer on March 61h. The following summarizes the allocated impacts for Lot 36, along with a cumulative total for Phase III of the Subdivision: Ethan Allen Farms Industrial Subdivision Phase III (Lots 22-42) Previously Allocated* Lot 36 Allocation Cumulative Allocation Phase III Allocation Parking Spaces 196 spaces 15 spaces 211 spaces 315 spaces Wastewater 4260 GPD 450 GPD 4,710 GPD 8,645 GPD Trip Ends 578 trip ends 50 trip ends 628 trip ends 1446 trip ends Peak Hour Trip Ends 65 P.M. 71 A.M. 6 P.M. 6 A.M. 71 P.M. 77 A.M. 149 P.M. 139 A.M. * Previous allocations are based upon totals included in 4CO643-13 and subsequent Amendment applications, including 4CO643-17, which is currently pending review by the Commission. The Amendment application, administrative schedules, and applicable portions of Schedule B (as required by the Master Plan) are enclosed with the project plans. Please call if you have any questions, or need additional information. Sincerely, Andrew Rowe cc: Bill & Linda Hanf Q \2000%00-014�BOYD WPD ........................................................................................ ACT 250 file number date received LAND USE PERMIT .[ ] complete [ ] incomplete init. APPLICATION date completed 10 VSA, CHP. 151 coordinator or clerk signature: ..........................OFFICE USE ONLY ........................... NAMES: 1. Applicant(s) name Riverside Auto Body c% Bill & Linda Hanf Address 411 Riverside Avenue, Route 7 Phone 862-8539 Legal form: [X] individuals [ ] partnership (attach list of partners) [ ] corporation: date formed place formed date reg. in Vt. [ ] municipal gov't [ ] state gov't Legal interest in land: [ ] ownership in fee simple [ ] lease agreement [X] contract to purchase [ ] other: 2. Landowner(s) name John & Joyce Belter Address 2 Country Club Drive South Burlington, VT 05403 Phone 863-4471 3. Contact person Lamoureux & Dickinson Consulting Engineers, Inc. (Andrew Rowe) Address 14 Morse Drive, Essex Jct, VT 05452 Phone 878-4450 PROJECT DESCRIPTION: 4. Type: [ ] new project [ ] expansion of project previously exempt from Act 250 [X] amendment of existing Act 250 project (permit # 4C0643) [ ] permit condition modification (permit # ) 5. General description (include number and size of buildings; use of buildings; number of lots; length of roads; etc. This Land Use Permit Amendment involves the existing approved Lot 36 of the Ethan Allen Farms Industrial Subdivision. The site is located on the westerly side of Commerce Avenue in the City of South Burlington. The project parcel is presently undeveloped. The project proposes a 10,625 sf automobile repair and service facility. The project will be served by existing water, sewer, and storm systems located along Commerce Avenue. Access to the project is provided from a single curb cut on Commerce Avenue. 6. Construction duration 2 years Duration of Permit Request No expiration LAND: 7. Total acres owned or controlled by applicant and landowner at project site 0.93 Acres Acres in additional easements or rights -of -way 0 Acres Acres committed to this project .0.93 Acres Location: town: City of South Burlington road: Commerce Avenue route number: N/A Nearby landmark: Project site is located at 3 Commerce Avenue, adjacent to an existing building housing Mountain Air Systems located at the cornerof Commerce Avenue and Ethan Allen Drive Distance from landmark 150 feet Direction from landmark southerly 8. Deed(s): grantee's name as recorded John & Joyce Belter recorded: book(s) 148 page(s) 225 date(s) 5-8-79 town City of South Burlington county Chittenden OTHER INFORMATION: 9. Are you concurrently applying for a Water Supply and Wastewater Disposal Permit, a Subdivision Permit, or any other permit from the Protection Division of the Agency of Natural Resources? [X]yes []no A Water Supply and Wastewater Disposal Permit Application has been submitted separately. 10. Have you received local zoning and/or subdivision approval? [ ] yes [X] pending [ ] none needed 11. Attach the following unless waived by the District Coordinator: X X X X X X location map (U.S. Geological Survey map preferred) site plan or plot plan (see instructions) building floor plan(s) (excluding single family homes) building elevation drawings (excluding single family homes) schedule A - fee information schedule B - Act 250 information (see instructions) schedule C - Water Supply and Wastewater Disposal Permit information (if concurrent application) schedule D - Subdivision Permit information (if concurrent application) [ X ] schedule E - adjoiner information [ X ] schedule F - certification of service [ X ] supporting documents as recommended in Schedule B or as needed [ X ] Act 250 fee (payable "State of Vermont") [ ] Water Supply and Wastewater Disposal or Subdivision application fee (payable "State of Vermont") (if concurrent application) SIGNATURES: 12. 1 hereby swear that the information provided above or attached to this application is true and accurate to the best of my knowledge. Signature of applicant(s)A- A , Jdate 4100 13. 1 hereby certify that I understand that I must not commence construction, demolition, remodeling or commercial use of the property as described in Environmental Board Rule 2(C) until I have received an Act 250 Land Use Permit as required by 10 VSA Sec. 6083(a). applicant(s) of Signature a / date 9 pP (s) 14. 1 hereby authorize the processing of this application for the above project on land(s) that I own, control, or have significant property interest in. (attach letter if easier) Signature of landowner(s) r date /10 DISTRIBUTION: 15. SUBMIT THE ORIGINAL AND FIVE COPIES TO THE DISTRICT COORDINATOR. 16. SUBMIT TWO ADDITIONAL COPIES TO THE DISTRICT COORDINATOR IF YOU ARE ALSO APPLYING FOR PERMITS FROM THE PROTECTION DIVISION. 17. SUBMITADDITIONAL COPIES TO THE MUNICIPALITY, MUNICIPAL PLANNING COMMISSION, REGIONAL PLANNING COMMISSION, AND TO ANY ADJOINING MUNICIPALITIES AND PLANNING COMMISSIONS. 3/89 : 250APPL.DOC Q.\2000\00-014\250AP P. W PD SCHEDULE A Fee Information Act 250 Submit with the application a check payable to the "State of Vermont". Municipal and state agency projects are exempt. Not -for -profits are not exempt. Calculate the fee using the following table: 1) Number of Lots to be created 0 x $50.00 = $ 0 2) Construction costs (include only common facilities for subdivisions): Site preparation $ Buildings: a) sq. ft. b) $ per sq. ft. $ total (a x b) $ 275,000 Roads and parking & Utilities $ 156,960 Off -site improvements $ Landscaping $ 8,040 Other $ Total costs $ 440,000 x .00425 = $1,870.00 3) Total Fee (1 + 2) _ $ 1870.00 * Minimum fee of $100 for new applications Minimum fee of $25 for amendment applications Treat expansions of approved projects as new applications SUBDIVISION PERMIT / WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT Submit with the application a check payable to the "State of Vermont" if you are concurrently applying for a Subdivision Permit or Water Supply and Wastewater Disposal Permit form the Protection Division of the Department of Environmental Conservation, Agency of Natural Resources. Calculate the fee from the following table: Subdivisions: $175/Lot $60/Deferred Lot Fee attached $ N/A Public Buildings, Campgrounds, Mobile Home Parks: (waste water flows)* $0.42/gal (minimum $100) Fee attached $ N/A * Contact the Regional Engineer for the Protection Division if uncertain I attest by my signature that the above is true to the best of my knowledge: �J � A, aAj (signature of ap licant r agent) Q \2000\00-014\SCHEDA WPD SCHEDULE E Adjoiner Information Submit with the application a list of all adjoining landowners with mailing addresses. An "adjoiner" is a person or organization which owns or controls land or easements on lands which physically abut the tract or tracts of land on which your project is located. Be certain to include landowners on the opposite sides of highways, railways, and rivers (unless you can prove the highway is owned in fee by the state or municipality). Also include homeowner associations, utility companies, and others with significant legal interest in the project land. It is very helpful if you indicate the location of each adjoiner on your site plan. If you do not provide a list which is thorough and up-to-date, your application could be delayed because of improper notice distribution! NAME John & Joyce Belter Berard Construction Co., Inc. Joseph P. & Sean P. Kelly Lowell & Shelley Spillane c/o Thrifty Car Rental MAILING ADDRESS WITH ZIP CODE 2 Country Club Drive South Burlington, VT 05403 P.O. Box 2039 South Burlington, VT 05407 P.O. Box 2391 South Burlington, VT 05407 1700 Williston Road South Burlington, VT 05403 SCHEDULE F Certification of Service and Notice of Application You are required by Section 6084 of 10 V.S.A. to send notice and a copy of your application to the municipality, the municipal and regional planning commission in which the land is located and any adjacent Vermont municipality, municipal or regional planning commission if the land is located on a boundary on or before the date of filing your application with the district commission. You are also required to send notice and a copy of your application to the solid waste management district in which the land is located, if the development or subdivision constitutes a facility pursuant to subdivision 6602(10) of Title 10 V.S.A. Chapter 151. You must also post a copy of the notice in the town clerk's office of the town or towns where the land is located. A notice form is attached for your convenience. In order to verify that the statutory parties to the application have received copies of the application and thus avoid delay caused by improper distribution of the application, have a representative of the parties sign this form when they receive the application. You may, in the alternative, send copies of the notice and application by Certified U.S. Mail and list the names below. Applicant(s) Name Riverside Auto Body c/o Bill & Linda Hanf I, the undersigned, have received a copy of an Act 250 application for the above applicant(s). for the selectmen, aldermen, or trustees date for the municipal planning commission for the regional planning commission N\A for an adjacent municipality N\A for an adjacent planning commission N\A for an adjacent regional planning commission date date date date date I hereby certify that I have forwarded a complete copy of this application to each of the parties entitled to notice pursuant to 10 V.S.A. Section 6084 and that I have posted a copy of the notice of application in the town clerk's office(s). Applicant(s)/Agent Signature Date Attach additional sheets if more than one town is adjacent to the project lands. Schedule F - Continued Note To Applicants: This notice must be included with all copies of the application. You must also post, or cause to be posted, a copy of this notice in the town clerk's office of the town or towns wherein the land proposed for subdivision or development lies. Notice of Act 250 Application By application dated March 8, 2000 , (name and address of applicant) Riverside Auto Body c/o Bill & Linda Hanf 411 Riverside Avenue Burlington, VT 05401 filed an application pursuant to 10 V.S.A. § 6001 et seq. ("Act 250") to: (description of project including road location and Town) Construct a 10,625 sf auto body repair facility on Lot 36 of the Ethan Allen Farms Industrial Subdivision. The project parcel is located at 3 Commerce Avenue in the City of South Burlington. The project will be served by municipal water, sanitary sewer, and storm sewer systems. A copy of this application may be reviewed at the City Offices, City of South Burlington , Vermont. Signature Date In the event you wish to receive further notice concerning this application, please contact the district office for your area: Environmental Comm. Environmental Comm. Environmental Comm. Districts 41 and 8 Districts #4, 6 and 9 District 97 440 Asa Bloomer State 111 West St. 1229 Portland St. Suite 201 Office Building Essex Jct., VT 05452 St. Johnsbury, VT 05819 4th Floor 88 Merchants Row (Tel. 879-5614) (Tel. 751-0120) Rutland, VT 05701 (Tel. 786-5920) Environmental Comm. Environmental Comm. Districts #2 and 3 District #5 100 Mineral Street 324 North Main Street Suite #305 Barre, VT 05641 Springfield, VT 05156 (Tel. 476-0185) (Tel. 885-8855) QA2000\00-014\SCHGDF.WPD (March 8, 2000) 4x, ,n�YSI� �"s, I This Amendment application addresses the development of Lot 36 of the Ethan Allen Farms Industrial Subdivision and only includes those criteria required by condition #6 of Land Use Permit 4C0643-3. SCHEDULE B Act 250 Information Criterion 1) Air Pollution. Demonstrate that the project will not create undue air pollution: a) If the project involves manufacturing or industrial processes, describe any process air emissions, odors, or sources of noise and measures proposed to control them. There are no industrial or manufacturing processes which would result in the creation of pollutants. There will be no process emissions, noxious odors or noise pollution created by this project. b) If buildings will be heated, describe the fuel source and the heating system. The building's heating system will be fueled by natural gas. The existing natural gas service line is located along Commerce Avenue. c) Is an air pollution control permit from the Agency of Natural Resources required for a) or b) above? _ Yes or X No? (Contact the Air Pollution Control Division of the Agency of Natural Resources at 244-8731 if you are uncertain.) If yes, what is the status of your application? N/A, The Master Plan approval included an allocation of 315 parking spaces. The project proposes 15 parking spaces. d) Indicate how dust will be controlled during and after construction. During construction dust will be controlled by using water or calcium chloride. After construction, the parking and drive areas will be paved and the remaining disturbed areas will be seeded and mulched. e) Indicate what restrictions will apply to the hours of construction and/or operation and how noise will be controlled, especially in residential areas. The project site is located within an industrial subdivision with adjacent commercial and industrial uses. Construction will be limited, to between the hours 7 am - 6 pm weekdays and Saturday. Noise will be limited to common construction equipment. f) If the project involves any of the following, check them and contact the Air Pollution Control Division of the Agency of Natural Resources at 244-8731 for further directions: [ ] parking for more than 1000 vehicles (existing and proposed), [ ] fuel burning equipment with over 10 million BTUs/hour, [ ] coal burning equipment. N/A g) If the project involves radioactive materials, check here [ ] and contact the District Coordinator for further guidance. N/A Criterion 1 B) Waste Disposal. Demonstrate that the project will meet any applicable health or environmental conservation department regulations regarding the disposal of wastes and demonstrate that the project will not involve the injection of wastes or toxic substances into ground waters: a) Describe any method of sewage disposal to be used and how sewage will be treated and isolated from ground waters. (Show location of treatment systems and piping on site plan.) The proposed building will connect to the existing sanitary sewer service stub located on the lot. Sanitary sewage will be collected and treated by the existing collection municipal treatment and collection system. Phase 111 of the Subdivision has been approved for connection to the municipal system for a total of 8645 GPD of wastewater. b) How many gallons of sewage per day will the treatment system be designed and/or approved to handle? 230 GPD (Contact the regional engineer for the Protection Division in your district for assistance.) Of the 450 GPD allocated to Lot 36 from the allocation for the overall Subdivision, the project will only utilize 230 GPD. The proposed design flow is summarized below: 15 employees x 15 GPD/employee x 0.80* = 180 GPD Floor drains = 50 GPD Total design flow = 230 GPD * 20% reduction allowed for connection to municipal collection system and use of low flow fixtures 2 Floor drains have been proposed primarily to collect run off from rain, snow and ice that is brought in on vehicles. Occasionally a vehicle will be washed inside the building. Therefore, we have based the daily design flow for the floor drain upon an average car wash (5 GPM x 10 minutes = 50 gallons). A oil/wafer separator will be installed between the floor drains and sewer service. c) If an on -site sewage treatment system is to be shared by more than one owner, indicate how it will be maintained and who will be legally and financially responsible for its eventual replacement? (Attach copy of deed restrictions, etc.) N/A d) If a municipal sewer is to be used, provide the name of the municipal sewage treatment plant and demonstrate that the plant has the capacity to accommodate your project. (Attach a letter from the municipality.) Allocation and approval for connection to the municipal system was included in Subdivision Amendment EC-4-1183-1 issued by the Regional Engineer on June 15, 1988. e) Is a Water Supply and Wastewater Disposal Permit or a Subdivision Permit required from the Protection Division of the Agency of Natural Resources for the sewage disposal system? X Yes or _ No? (Contact the Regional Engineer for the Protection Division or the District Coordinator if in doubt.) A Water and Wastewater Permit application has been submitted separately. IF YES, AND YOU ARE APPLYING FOR THAT PERMIT WITH THIS APPLICATION, BE CERTAIN TO ATTACH SCHEDULE "C" OR "D", THE NECESSARY TECHNICAL INFORMATION LISTED ON THEM, AND THE ADDITIONAL FEE TO THIS APPLICATION AND SUBMIT TWO ADDITIONAL COPIES OF THE APPLICATION PACKAGE. (Contact the Regional Engineer for the Protection Division if you need assistance.) f) Are you relying on a Water Supply and Wastewater Disposal Permit or Subdivision Permit to satisfy this criterion? X Yes or _ No? IF YES, NO DECISION WILL BE ISSUED UNTIL THAT PERMIT IS OBTAINED AND FORWARDED TO THE COMMISSION. IF NO, AND YOUR PROJECT INVOLVES SEWAGE DISPOSAL, CONTACT THE DISTRICT COORDINATOR FOR FURTHER GUIDANCE ON WHAT ADDITIONAL INFORMATION TO SUBMIT. 3 g) Indicate how stormwater runoff will be disposed of without causing undue water pollution from litter, oil, salt, pesticides, and the like. (Show grass swales, ditches, catch basins, culverts, and other drainage improvements on site plan.) Runoff from the project site will flow overland across vegetated terrain and be collected in vegetated swales or piped collection system. Stormwater will be discharged to the municipal collection or existing vegetated drainageways. A grass swale along the northerly side of the building conveys runoff to the existing vegetated drainageway located within the open space at the rear of Lot 36. A proposed catchbasin located at the front of the lot discharges to the municipal stormwater collection system along Commerce Avenue. This piped system leads to an existing treatment and detention pond located south of the project site on Lot 35. This stormwater system was designed to handle runoff from the roadway and lots, assuming 70% coverage on the developed lots (see Findings of Fact 18-6). Floor drains will be located inside of the proposed building. Floor drains have been proposed primarily to collect run off from rain, snow and ice that is brought in on vehicles. Occasionally a vehicle will be washed inside the building. The floor drains will discharge to the municipal sewer collection and treatment system. A oil/water separator will be installed between the floor drains and the proposed sewer service. h) Is a Stormwater Discharge Permit required from the Water Quality Division of the Agency of Natural Resources for the discharge of the stormwater into a stream, river, lake, or municipal storm drain? _ Yes or X No? (Contact the Water Quality Division at 244-5674 if you are uncertain.) If yes, what is the status of your application? Stormwater treatment and control of run off from the roadway and lots was included in the Discharge Permit and Land Use Permit issued initially for the development of the Subdivision. The stormwater management system was designed to handle runoff from the roadway and lots, assuming 70% coverage on the developed lots (see Findings of Fact 18- 6). Consistent with the design criteria of the stormwater management system, the proposed project proposes less than the allowable maximum 70% coverage. i) If the project involves manufacturing or industrial processes, describe what they are, indicate how any wastewater generated will not contaminate ground or surface waters, and indicate whether all necessary discharge permits have been obtained. (Show location of any discharges on site plan). What is the status of your application? El N/A, there are no manufacturing or industrial processes proposed. j) If storage of oils, fuels, chemicals, cleaning fluids, solvents, batteries, pesticides, or other hazardous materials are associated with this project, indicate what measures will be taken to protect against spills and leaks, especially in a sensitive area such as a municipal watershed or near wells or streams. (Show location of storage on site plan and include details of storage containers, fill pipes, leak detection equipment, containment structures, employee training, etc.) N/A - The project is not anticipated to generate or result in the storage of hazardous waste or hazardous materials. k) Is a permit from or registration with the Hazardous Materials Division of the Agency of Natural Resources required for the storage listed in j)? _Yes or _ No? (Contact the Hazardous Materials Division at 244-8702 if you are uncertain.) What is the status of your application? N/A - The project is not anticipated to generate or result in the storage of hazardous waste or hazardous materials. 1) Indicate how construction debris, including stumps will be disposed of without creating water pollution. The site is presently an open field. Construction debris will be hauled off site to a State approved landfill for disposal. Excess or unsuitable earth will be removed from the project site by the contractor. The contractor will be responsible for placement of any excess material in suitable upland locations. Criterion 1 C) Water Conservation. Demonstrate that the project will use the best available water conservation technology: a) Would you agree to a permit condition which read: "The permittee and all subsequent owners shall install and maintain only low -flow plumbing fixtures in any buildings, including toilets with flows not to exceed 3.5 gallons per flush, faucets with flows not to exceed 3.0 gallons per minute or which have automatic shut off valves and showerheads with flows not to exceed 3.0 gallons per minute." X Yes or _ No? If no, indicate why and what water conservation measures will be taken. b) If the project involves significant use of water for manufacturing or other processes, indicate what measures will be taken to conserve water (include recycling, efficient machinery, etc.). 5 N/A Criteria 2 and 3) Water SugPly. Demonstrate that the project has sufficient water available for its needs; and that the project will not cause an unreasonable burden on an existing water supply: a) Describe the source(s) of domestic water which will be utilized for the project. (Show location of wells, springs, piping, etc. on site plan.) A water service connection is proposed to the existing water main located on the southerly side of Commerce Avenue. b) How many gallons of water per day will be needed? 253 gpd? How was this figure determined? Of the 450 GPD allocated to Lot 36 from the allocation for the overall Subdivision, the project will only utilize 253 GPD. The proposed design flow is summarized below. 15 employees x 15 GPD/employee x 0.90* = 203 GPD Floor drains = 50 GPD Total design flow = 253 GPD * 10% reduction allowed for use of low flow fixtures Floor drains have been proposed primarily to collect run off from rain, snow and ice that is brought in on vehicles. Occasionally a vehicle will be washed inside the building. Therefore, we have based the daily design flow for the floor drain upon an average car wash (5 GPM x 10 minutes = 50 gallons). c) Demonstrate that the source listed in a) will be of sufficient quantity to meet the daily needs (include nearby well information, pump test results, letter from municipal or private water company, hydrologic study, etc.) Approval for water supply utilizing the connection to the municipal water system was included in the Subdivision Permit, Health Department approval, and Land Use Permit. d) If a domestic water source is to be shared by more than one owner, indicate who is legally responsible for its maintenance and possible replacement. (Attach copy of deed restrictions or other evidence which will ensure continued maintenance.) N/A 0 e) Is Health Department approval necessary for a shared water system or extension of a municipal water line? _ Yes or X No? (Contact the Regional Engineer with the Protection Division or the Health Department at 863-7220.) If yes, what is the status of your application? f) Describe the source of any commercial or industrial water supply (if different from above) and demonstrate that water exists in sufficient quantity for the needs of the project. (Show details on site plan.) N/A g) Demonstrate that the use of any of the water sources listed in a) or f) above will not restrict the flow of water to other existing users. (Include location and distance to nearby wells or springs, nearby well information, pump test results, letter from municipal or private water company, hydrologic study, etc.) Approval for water supply utilizing the connection to the municipal water system was included in the Subdivision Permit, Health Department approval, and Land Use Permit. h) If there are any community wells nearby (for example, in mobile home parks, condominium projects, high density subdivisions, etc.) which might be affected by your project, contact the Health Department at 863-7220 to see whether their review is necessary. If their review is necessary, attach a review letter if available. N/A Criterion 4) Soil Erosion. Demonstrate that the project will not cause unreasonable soil erosion; and will not cause a reduction in the capacity of the land to hold water so that a dangerous situation results: a) Describe the topography of the project site, the proximity of sloping lands to water bodies and property boundaries, and the potential for soil erosion. (Show contours on site plan in five foot intervals.) (Show precise limits of soil disturbance on site plan.) The project site is presently an open field located within an approved commercial/industrial subdivision. An existing commercial building is located to the north, a vacant lot to the south, and open space to the west. Existing GMP and VELCO transmission lines cross the rear of the parcel. The site is relatively flat, with fine sandy loam soils. The site slopes from the Commerce Avenue toward the open space at the rear of the lot. 7 Given the relatively small area of disturbance, low slope of the site, short construction time, the potential for erosion is low (see attached calculations). b) Indicate what erosion control measures will be taken during construction to prevent eroded sediment from reaching a water body or adjoining property. (Include hay bale dams or silt fences, daily mulching, diversion ditches, sediment basins, etc.) (Show details on site plan.) Erosion on the project site will be controlled with haybale dams and silt fence where necessary to prevent the eroded sediments from being transported from the construction site. Grass swa/es located around the perimeter of the lots will collect runoff from the site. Haybales will be placed around catchbasin inlets to prevent sediment from entering the stormwater collection system. c) Indicate what permanent erosion control measures will be taken after construction to stabilize the site from continued erosion. (Include stone -lined ditches, grassed swales, paving, rip -rap, seeding mixtures, etc.) (Show details on site plan.) The drives and parking areas will be paved. The remaining disturbed areas will be grassed. Catch basins will have two foot sumps, and additional treatment and detention will be provided in the basin located at the stormwater collection system discharge (located on Lot 35) d) If exterior site work or earth moving will occur between October 1 and April 15, indicate what special erosion control measures will be taken to stabilize bare soils through the winter months. A combination of mulching and haybale dams will be used. Seed, fertilizer, and mulch will be applied in the spring. e) How frequently will the erosion controls be inspected during construction and who will be accountable for their maintenance? Inspections will occur prior to and following heavy storm events. The project contractor will be responsible for compliance with the erosion control methods shown on the plans. f) Indicate what percentage of the project site will be covered with buildings, roadways, parking areas, or other areas impervious to water. (Show on site plan.) The proposed lot coverage is less than the maximum (705vo) considered during E: the initial design of the Subdivision. Parcel Data Building coverage 10, 625 sf - 26.1 Total lot coverage 24,830 sf - 61.0% Open space 15, 870 sf - 39.0% Total area 40,700 sf - 0.93 acres g) Demonstrate how the increased rate of stormwater runoff from these areas will not create a dangerous or unhealthy situation for adjoining property owners or downstream areas due to stream bank erosion or flooding. (Show drainage swales, culverts, and retention basins on site plan.) Grass swales and vegetated strips will be used to provide stormwater treatment and detention on the project site. The stormwater collection system was designed originally to handle run off from the roadway and developed lots (see Findings of Fact 1 B-6 and Stormwater Discharge Permit). h) If the project involves the construction of a permanent dam, check here [ ] and contact the District Coordinator for further guidance. N/A Criterion 5) Highways and Other Means of Transportation. Demonstrate that the project will not cause unreasonable congestion or unsafe conditions with respect to the use of highways and other means of transportation: a) Indicate where vehicles will have access to a state or local highway from this project. (Show location on site plan and on site location map.) The project entrance is located on the westerly side of Commerce Avenue. Commerce Avenue was constructed as part of the Ethan Allen Farms Industrial Subdivision for the development of the individual lots. b) Describe the design of the driveway(s) or road intersection(s) and demonstrate adequate safety (include number of lanes, traffic controls or signals, approach grades, sight distances in each direction along the state or local highway, legal speed limits, etc.). (Show details on site plan.) 0 The project entrance is located at a ninety degree angle with Commerce Avenue. The drive is 20 feet wide, with 15 feet entrance radii. Commerce Avenue is a minor street serving the industrial lots of the Industrial Subdivision. c) Is a permit required from the Utilities Division of the Agency of Transportation for commercial or residential access onto a state highway? _ Yes or X No? (Contact the Utilities Division of the Agency of Transportation at 828-2653 if you are uncertain.) If yes, what is the status of your application? d) Is a permit required from your municipality for access onto a town or city highway? X Yes or _ No? (contact the zoning administrator, town manager, or road commissioner). If yes, what is the status of your application? The existing curb cut along Commerce Avenue will be relocated to serve the proposed building. The project entrance will be reviewed by City Staff and the Development Review Board during Site Plan review. e) If a roadway is involved, indicate the length of the road and the maximum gradient. (show road location, profile, and cross sections on site plan unless waived by District Coordinator) N/A - The project will be served by a private drive. f) If a subdivision roadway is involved, is it likely to be turned over to the municipality? _ Yes or _ No? If yes, will the road be built to municipal specifications? _ Yes or _ No? Is the municipality likely to accept the road? _ Yes or _ No? (Include letter from the municipality confirming this.) IF YOU ANSWERED NO TO EITHER QUESTION, BE CERTAIN TO ADDRESS CRITERION 9G (PRIVATE UTILITIES). N/A g) Demonstrate that emergency vehicles and trucks will have sufficient access into the project site and can easily turn around. (Show details on site plan.) The project entrance and drives around the building will provide adequate access for emergency vehicles and trucks. The entrance drive is 20 feet wide with 15 feet radii. The proposed drives will provide access to the front, rear and southerly side of the proposed building. h) Demonstrate that adequate parking for peak periods will exist for the project. (Show details on site plan. 10 The project proposes a total of 15 parking spaces. In addition to the parking area, additional space for parking of company vehicles and vehicles requiring work will be provided inside the building. i) Demonstrate that the traffic associated with the project will not create unreasonable congestion or unsafe conditions on nearby highways or nearby intersections (include traffic counts during peak hours, measurements of delays in entering intersections, recommendations of traffic engineer, etc.) (Contact the District Coordinator for guidance and to determine if a traffic study is necessary.) The allocated traffic impact for Lot 36 includes a total of 50 trip ends and 6 peak hour trip ends. With the allocation for this project, the cumulative allocation for the Ethan Allen Farms Industrial Subdivision is less than the total allocated for Phase 111 under Land Use Permit 4C0643-3. k) If the project involves or may affect a railroad, airport, or other means of transportation not addressed in a) through i) above, check here [ ] and contact the District Coordinator for guidance. N/A Criterion 7) Municipal Services. Demonstrate that the project will not cause an unreasonable burden on the ability of local governments to provide municipal or governmental services: a) Demonstrate that the local fire department can provide fire protection services without significant hardship (include municipal impact form attached to the application, letter from fire department, etc.). The project will be reviewed by all Staff departments during Site Plan review by the Development Review Board. The parking and drives provide adequate access to and around the building for emergency vehicles. Criterion 8) Scenic Beauty, Historic Sites. and Natural Areas. Demonstrate that the project will not have an undue adverse effect on the scenic or natural beauty of the area, aesthetics, historic sites, or rare or irreplaceable natural areas: a) Describe the visual appearance of the project site and surrounding area as it exists without the project (include open areas, wooded areas, mountains, ridgelines, wetlands, streams or shorelines, existing structures nearby, etc.). (Show existing features on site plan.) The project site is relatively flat and is presently an open field. The project site is located to the south of an existing commercial building on Lot 37. Similar types 11 of existing commerciallindustrial development are located along Commerce Avenue and Ethan Allen Drive to the north of the site. Existing GMP and VELCO transmission lines cross the rear of the parcel. An open space parcel is located to the west of Lot 36. The project site is located just north of the Burlington International Airport. b) Demonstrate that the project's visual appearance from a highway, community center, or nearby residences is consistent with the visual appearance of the existing area as described in a) above: i) Demonstrate that the project use (residential, retail, industrial, etc.) is consistent with the existing or planned land uses in the area. Will the project generate any significant noise related impacts during and/or after construction? If so, what mitigation efforts are being proposed. The project site is located in the Mixed Industrial and Commercial District. The parcel is within the Ethan Allen Farms Industrial Subdivision, which is located to the north of the Burlington International Airport and the Air National Guard Base. The proposed uses will not generate any significant noise related impacts during or after construction. ii) Demonstrate that the building size, density, and location are not out of character with the terrain of the site, the size of nearby buildings, surrounding vegetation, and nearby scenic vistas from highways or community centers. (Show details on site plan.) The building (30% maximum) and total (70% maximum) lot coverage are in conformance with the South Burlington Zoning Regulations and the design criteria for the Ethan Allen Farms Industrial Subdivision. The building is similar in size and compatible with other existing buildings along Commerce Avenue and Ethan Allen Drive. The Mixed Industrial and Commercial District was created to encourage compatible commercial and industrial activity within an area with municipal services. The project site is located just north of the Burlington International Airport. The project area is located within the lower portion of the Winooski River valley. The site is presently an open, relatively flat, field. The topography of the site is similar to that along the rest of the Subdivision along Commerce Avenue. The Site Plan proposes landscaping around the front of the building in addition to the existing street trees. iii) Demonstrate that the architectural style and building materials and colors are not out of character with the style of area buildings (provide drawings of building). 12 The proposed building will be a pre-engineered steel structure with sloped roof. The building color will be beige. The building style is similar to those located on adjacent lots along Commerce Avenue and Ethan Allen Drive. The building height will be 19 feet at the eaves, and approximately 21 feet at the peak (see attached sketches). iv) Demonstrate that parking areas are designed to minimize their visibility from the highway or nearby residences. (Show on site plan.) The project is located within a commercial and industrial zoning district, with similar uses along Commerce Avenue and Ethan Allen Drive. The majority of the parking area is located at the rear of the building. A single parking space and drive will provide access to the office area located at the front of the building. Landscaping has been proposed along the front and northerly side of the proposed building. v) Demonstrate that any project signs are designed to minimize their visual impact on the surrounding area (include size, illumination, and colors). (Show location on site plan.) A wall mounted sign is proposed on the front right side of the building. The sign will be similar to the sign on the existing Riverside Auto Body facility (see building elevation view). The sign will consist of white lettering against the beige color of the building. The building mounted sign will be approximately 24" high and 20 feet long. vi) Demonstrate that any exterior lighting is designed to minimize its visual impact on the surrounding area at night, and that it will not glare into the highway or nearby residences (include size, wattage, fixture style, and pole height). (Show location on site plan and include manufacturer's specification sheet.) Exterior lighting will be building mounted, downshielded, and cutoff to conceal the light source substantially beyond the perimeter of the area to be illuminated. The proposed lights will be 175 watt metal halide fixtures mounted at a maximum of 12 feet (see attachments). The average illumination level is 1.3 foot candles along the drive and rear of the building. The proposed lighting has been designed in accordance with the guidelines in the Outdoor L4ghhtinq Manual for Vermont Municipalities by the Chittenden County Regional Planning Commission. A ground mounted light fixture is proposed to illuminate the wall mounted sign. The light will be aimed at the sign on the face of the building. The light will not be directed skyward. im vii) Demonstrate that any utilities (propane tanks, trash dumpsters, electric distribution lines and poles, etc.) are designed to minimize their visibility from the highway or nearby residences. Utility services will be located underground. The dumpster will be located at the rear of the building as shown on the Site Plan. viii) Indicate what additional landscaping will be added to the project site to minimize any of the visual impacts discussed above. (Show details on site plan.) The project site is presently an open field. Existing hardwood street trees are located along Commerce Avenue. In addition to the existing street trees, landscaping will be added along the front and northerly side of the proposed building. ix) Indicate if any restrictions on tree cutting or earth disturbance will be used to minimize any of the visual impacts discussed above. (Show details on site plan.) N/A, the project parcel is presently an open field. c) Will the project have a significant impact on a historic site identified by the Division of Historic Preservation? _ Yes or _ No? (Contact the Division for Historic Preservation at 828-3226 for guidance.) If yes, what measures will be used to minimize or mitigate the impacts? N/A, see Findings of Fact for Master Permit. d) Will the project have a significant impact on a designated rare or irreplaceable natural or fragile area on or near the project site? (Contact the Vermont Natural Heritage Program at 244-7340 for assistance in identifying natural or fragile areas.) N/A, see Findings of Fact for Master Permit. Criterion 9F) Energy Conservation. Demonstrate that the project reflects the principles of energy conservation and utilizes the best available technology for energy efficiency: a) If the project involves commercial, institutional, or industrial buildings, indicate what measures will be used to conserve energy (include details on insulation, windows and doors, heating and ventilation, lighting, etc.). (Contact the Public 14 Service Department at 828-2393 or at 1-800-642-3281 assistance.) This project involves the construction of a typical steel building for an auto body repair shop and associated office space. The final design and interior layout of the building has not been completed. The construction of the building will meet the Vermont Consolidated Act250 Energy Guidelines for Typical Commercial and Industrial Buildings. Where custom or site specific conditions require a variance from these guidelines, they will be evaluated on a cost benefit basis by working with the electrical or gas utility. b) If the project involves commercial, institutional, or industrial buildings, demonstrate that electrical use has been limited to those uses for which no alternative energy source is reasonably suited. There are no manufacturing processes or equipment proposed. The heating system will utilize natural gas. See attached letters from GMP and VT Gas. c) If the project involves a residential subdivision or condominiums, would you object to a permit condition which read: "The permittee and all subsequent owners shall install and maintain energy conservation measures in any heated structures, including insulation with a R-value of at least R-19 in the exterior walls, at least R-38 in the roof or cap and at least R-10 around the foundation or slab, with double pane glass or storm windows and insulated doors." _Yes or _No? If no, indicate why and what energy conservation measures will be required. N/A - The construction of the commercial building will meet the Vermont Consolidated Act250 Energy Guidelines for Typical Commercial and Industrial Buildings. d) If the project involves a residential subdivision, condominiums or a commercial development, would you agree to a permit condition which read: "The installation of electric resistance space heating equipment in any building is expressly prohibited without prior District Environmental Commission approval"? X Yes or _ No? If no, indicate why and why more efficient forms of energy cannot be used for space heating. The construction of the commercial building will meet the Vermont Consolidated Act250 Energy Guidelines for Typical Commercial and Industrial Buildings. Criterion 9J) Public Utilities. Demonstrate that the project will not place an excessive or iM uneconomic demand on any necessary governmental or public utility facilities or services: a) Indicate what governmental services or public utility services are needed and demonstrate that such services can be provided without undue burdens. Green Mountain Power and Vermont Electric Power Corp have existing transmission line easements across the rear of the project parcel. The project has been designed to accommodate the overhead lines. A copy of the Site Plan has been forwarded to both utilities for their review. Existing electrical and natural gas service is located along Commerce Avenue. b) If the project involves commercial, institutional, or industrial uses, indicate how electrical use will be minimized during peak periods of energy demand in the service area for the utility (include major sources of energy usage, letter from the utility serving the project, etc.). N/A, the project does not include any manufacturing process and utilizes electricity for common purposes such as for lighting, office equipment, and tools used in the repair shop. c) If any utility lines cross the project site other than along the highway, demonstrate that the utility lines will not be significantly affected (include letter from utility company). (Show utility lines on site plan). Green Mountain Power and Vermont Electric Power Corp have existing transmission line easements across the rear of the project parcel. The project has been designed to accommodate the overhead lines. There are no structures proposed within the existing easements. A copy of the Site Plan has been forwarded to both utilities for their review. Criterion 9K) Public Investments. Demonstrate that the project will not endanger any adjacent public investment: a) If any public facilities or lands are located adjacent to or on the project site, demonstrate that the project will not significantly affect those facilities (include highways, parks, schools, fire stations, sewer lines, etc.). As required by condition 22 of the Master Permit, a copy of the Site Plan has been provided to GMP and VELCO for comment. The project complies with the conditions set forth in condition 29 regarding the use of the lands within the transmission line easements. WIG .IJ' . t.. .I .... , J L. In reference to the agreement of sale between William A. Hanf, the Purchaser, and John and Joycc Belter, the Sellers. datod 02 ] W covering the real property commonly known as Lot 36 Ethan Allen Industrial Park. Commerce Avenue, South Burlington, VT, the undersigned hereby agree to the following terms and conditions: 1. State of Vermont Land Use Permit #4C0643 and 4C0643-3, together with the subdivision permits rcfarrcd to therein. 2. The Tetras and Condition imposed by the City of South Burlington. 3. Terms and Conditions of the Protective Covenants governing the Park. 4. An allocation of curnalative impautJre.ources from the Park's "umbrella" Act 250 permit shall iaalude 15 pari:ing spaces. 450 gallons of wastewater and viater_ 50 vehicle tsipi, and 6 peak hour trips. If more resources am needed, it shall be Buyer's responsibility to have the cumulative impacts increased, so as to provide die needed amount of parking spaces, gallons of water, and vehicle trips for this project without further depicting cumulative impacts allocation in the umbrella Act 250 permit The herein agrccmonL upon iLi execution by all parties, is to be made an integral part of the aforementioned purchase and sak agreement. � OJ urohwof trait Seller Date Purchaser Date Seller Dale 9 /9 # £299BLezoe! ddO NOilvn-1vn 3H1•WdL£oS •00—£Z—Z - LAMOUREUX & DICKINSON 14 Morse Drive Consulting Engineers, Inc. Essex )unction, Vermont 05452 March 6, 2000 Carol Carpenter Environmental Engineer Wastewater Management Division 103 South Main Street - Sewing Building Waterbury, VT 05671-0405 RE: Stormwater Discharge Permit File #04-14-080 Ethan Allen Farms Industrial Subdivision Lot 36 - Riverside Auto Body Dear Carol: (802) 878-4450 Fax (802) 878-3135 We are writing on behalf of Riverside Auto Body (c/o Bill c& Linda Hanf) regarding the development of Lot 36 of the Ethan Allen Farms Industrial Subdivision. As you know a Stormwater Discharge Permit was issued for this commercial subdivision in 1989. This project also received a Land Use Permit (LUP 4C0643-3) in February 1988. As outlined in the LUP Findings of Fact, the stormwater system was designed to account for stormwater from the road and lots, assuming 70% lot coverage. Stonnwater collected in catchbasins along Commerce Avenue is conveyed to a sedimentation/detention basin for treatment, which also maintains discharge at pre -development rates. The proposed Site Plan for Lot 36 is enclosed. The proposed lot layout does not exceed the 70% maximum coverage. Stormwater run off from the site is directed to the existing collection system located on Commerce Avenue, as well as to the rear on the lot. The collected stormwater run off is conveyed to the existing sedimentation/detention basin. In addition, treatment is also provided on Lot 36. Run off from the paved areas is directed across vegetated strips and collected in grass swales. The proposed development and management of run off from Lot 36 is in accordance with the overall stormwater management plan originally approved for the subdivision. We will soon be submitting the Land Use Permit Amendment application for this project. We are requesting your review and concurrence through the Inter -Agency review process that a Storm�vater Discharge Permit Amendment is not required. As you know from past applications, the Coordinator has asked that written comment be provided even if a permit is not required. Please call our office with any questions. Sincerely, Andrew Rowe cc: Bill Hanf Q \1999\n90'WST0R'0 wpd Civil - Environmental -. Transportation - Planning - Landscape Architecture - Hydrogeology - Land Surveying FROM': City of So. H FAX NO. : 1 802 658 4748 Mar. 06 2000 03:16PV P1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 I)ORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 6, 2000 Andrew Rowe Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: Sewer Allocation, 3 Commerce Avenue (Lot #36) Dear Mr. Rowe: Please be advised that the City of South Burlington approves a 230 gpd sewer allocation for a proposed auto repair and service facility at 3 Commerce Avenue. This property is currently owned by John and Joyce Belter. This property is served by the Airport Parkway Wastewater Treatment Facility, which has sufficient capacity to handle this additional demand. If you have any questions, please give me a call. / r eith, Director Planring & Zoning JW/mcp RECEIVED MAR - 2 2000 SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 March 1, 2000 Mr. Andrew Rowe Lamoureux & Dickenson Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 RE: Act250 Review - Lot #36 Ethan Allen Farms Industrial Subdivision, 3 Commerce Avenue, South Burlington, Vermont Dear Mr. Rowe: In response to your request for information regarding the above referenced property and the South Burlington Water Department's capability to supply water to this proposed project, we submit the following: 1. The South Burlington Water Department without restricting or encumbering its present users can furnish your demand of 253 gallons per day for the above referenced project. If you have any questions or I can be of further assistance, please do not hesitate to call. Sincerely, SOUTH BURLINGTON WATER DEPT. J' Fay anager cc: D. Pratt C. Hafter EROSION EVALUATION ON PROBLEM SITES All areas on a construction site that do not meet the criteria set forth in the beginning of this chapter are considered problem areas. Evaluate the erosion potential of these areas using the following procedure. This evalua- tion should help determine the degree of the problem and the measures best suited for general application (see Chapter 5). It should also reveal those particular fac- tors that make the area susceptible to severe erosion. Measure these four physical factors to evaluate the soil erosion and sedimentation potential of the problem areas: 1. Extent of disturbed soils 2. Steepest average slope of the disturbed area 3. Time period of soil disturbance 4. Distance downslope to critical natural or man- made features A step-by-step method is given in the following pages for determining these four factors. Convert all measured quantities to whole numbers (called Rating Numbers), by using the conversion tables for each factor included in the worksheets. The formula* for estimating the erosion potential of a construction area is: TRN A x (S + T) x P where TEN Total Rating Number A Area Rating Number S Slope Rating Number T Time Hating Number P Proximity Rating Number To estimate the erosion potential of your construction site, calculate Its Total Rating Numbert If TRN Is lees than 100t low erosion potential If TRN Is 100 to 4001 medium erosion potential If TRN is greater than 4001 high erosion potential If an area has low erosion potential, the measures in Chapter 4 should be sufficient for erosion control. If it is rated moderate or high, use Chapter 5 to determine minimal erosion and sediment control measures. The indi- vidual Rating Numbers (A, S, T, or P) are also useful to identify the particular site characteristics that require special attention. *This formula was developed out of a procedure first sug- gested by an ad hoc committee of the Agency of Environ- mental Conservation in 1979. It was modified for this handbook. 19 I. AREA Worksheet 1. Roads a. Total disturbed length of disturbed rights -of -ways ft Is. Total disturbed width of _ disturbed rights -of -ways ft o. Multiply length by `widths sq. ft. of roads 2. Buildings a. Total length of disturbed area around ft proposed buildingss Is. Total width of disturbed area around ft proposed buildings c. Multiply length by width: sq. ft. of buildings Or use planimeter for irregularly shaped areas. 3. Other dlstur'bed areas (parking lots, ski trails, sewage disposal areas, quarry sites, reservoir sites) EL. Total length of disturbed soil: ft b. Total width of disturbed soils ft o. Multiply length by width: sq. ft. of disturbed soil Or use planimeter. 4. Total the square feet of disturbed soil, — convert to acres by dividing by 43,5s— - "-"' - Total square feet: - 43.560 01CX— peras 5. Determine the Area Rating Numb=r (A) from the conversion chart below, enter it In the lower right corner of the page, and In the Classification Formula on pace 22. Acres A 0.26 - 3.00 2 6.10 - 10.00 4 10.10 - 15.00 5 15.10 - 20.00 6 20.10 - 30.00 7 30.10 - 40.00 8 40.10 - 50,00 9y (A) 50.00 + 10 II. SLOPE W orksheet 1. Using a contour map of the construction site, locate the contour lino of highest elevation of disturbed soil*: elevation: 2'?/I ft 2. From the same map, locate the contour line of lowest elevation of disturbed soil on the site*: elevations v1 ft 3. Subtract the lowest elevation from the highest*: difference: 3 ft 4. Using the map scale, determine the horizontal distance* between the two closest points of highest and lowest elevation (see example on the following page):: distances _'0&5 ft 5. Calculate the steepest average slope of disturbed soils: Divide the difference in elevation (13) by the horizontal distance (#4): Differences_ - Distance: x 100/� percent slope 20 6. Determine the Slope Rating Number (S) from the conversion chart below, enter it in the lower right corner of this page, and in the Classification Formula on page 22.- J i Percent Slope S 1.1 - 2.0 2 4.1 - 6.0 6.1 - 8.o 5 8.1 - 10.0 6 10.1 - 12.0 7 12.1 - 14.0 a 14.1 - 16.0 9 16 + 10 *Accurately surveyed elevations and distances, or information from the site topographic map, are acceptable. SLOPE EXAMPLE 7�- (S) IZf u ,a� of /N 22�GT lo�fo�i N.� 61' E/tvgrOn Lonfevi eq, CO REST Lo <st E/rvaTien SL DE DE.Tc'K AIA7701V Csi1<�ut a ✓t.aq,c slopes ) � corm- J i.vrEa-.r. StRFJ� r1 s fLcr •- , S/re Pc-,4m � w�• i'ReiERr 120 =3 R.• Correct Slope Determination The steepest average slope is measured between the closest points of the highest and lowest elevations: high elevation: 135 ft low elevation: 120 ft distance: 400 ft Slope = (135 - 120) X loo = 3.75 Percent Slope 400 Therefore the Slope gating Nu=ter (S) = 3. III. TI?E Vorksheet To establish the Time Ratinc Number (T), determine the length of time the disturbed soil will remain oiler and unstabllized in weeks or months. If the project is to be phased over a period of months or years, evaluate each construction phase separately. Where inddequate Information is available to evaluate the time factor, estimate the longest reasonable time for the proposed project, using Six months for smaller projects, and the construction deadline dates in the State Innd Use Permit for larger projects. 21 Starting dates / 11'16 'Pinishlns dates Length of time of soil disturbances t 3 0900or months 'weeks onths T 1 0.25 0 1.1 - 4 0.26 - 1 1 5 - 8 _ 2.25 13 - 16 _ 17 - 20 .25 21 - 24 5.25 - 6 6 25 - 28 6.25 - 7 29 - 32 7.25 - 8 3 3336 36 8.25 - 9 9 9 + 10 (T) IV. PROXIMITY Norksheet To determine the Proximity Hating Number (p), measure the distance from the closest point of disturbed soil on the construction site to the nearest critical natural or Tan -made feature in the downslope direction. Such features Include streams, ponds, roads, buildings, parking lots, utilities, end wetlands. Distance to nearest critical feature: 1156/ ft Determine the Proximity Sating Number (P) from the conversion chart below, enter It In the lower right corner of this page, and in the Classification Formula on page 22. Distance DownsloDe feet v P 31 - 60 9 101 - 2oo 7 201 - 300 6 301 - 500 501 - 1000 4 1001 - 2000 3 2001 - 3000 2 3001 + 1 V• CLASSIFICATION FORMULA Warksheet The Classification Formula Is. TRN = A x (S + T) x P (P) Enter the calculated values for each Rating 1Jumber In the blanks below, and calculate the Total Rating Number. TFIN = Z x ( Zi + 2") ) _ 9 (4) (S) (T) (P) The calculated erosion potential for a construction project Is determined as below: TRN Erosion Potential less than 100 low 100 to 400 medium greater than 400 high The erosion potential for your construction project is: 22 SOUTH =----------- oonon0C9 WAIL MOUNTED SIGN i2 %iL NOTE: bo'rto . OFIWV T'R -X. /NNU4 L}-O FFE Proposed building height: 19 feet at eaves 21 feet at peak WEST. Riverside Auto Body 3 Commerce Avenue, South Burlington { L 1 LOOR' . LAN Zf=O• tow t 13ti 0` Al Ii11E m QRSOIAEt{ ROOIY wan ME YfIrL "Ma [a113IllMlw VMIDFf ACRE 1Dt 1 maw ' tOQ OD116Mm /G1 VaAAFA UK MC" to CW AY OFIVI L MflLGYr� IN BIP uw IH1EM Mfllwr�o w MEARNM IHWK MMLQI9D ' to FOATS FOR OOHCfdl m m DW weii m lLY11DR 1 3-06-2000 8:54:00 AM E Z I L L U M v2.0 A L A D A N (tm) A Lighting Application Design & ANalysis General Electric Company GE Lighting Systems Hendersonville, NC 28739 USA P R O V I D E D B Y: Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive Essex Jct., VT 05452 Phone: 802-878-4450 Fax: 802-878-3135 RIVERSIDE AUTO BODY LOT 36 ETHAN ALLEN FARMS INDUSTRIAL SUBDIVISION LAST REVISED 2-24-00 Page 1 of 2 LUMINAIRE QTY PHOTO ID LUMENS DISTRIBUTION Round Bollard, Clear Lens w/L 2 HC410HCL.IES 6480 16" AREA CUTOFF W/OUT BAFFLE/ 4 AC440O.IES 8640 I L L U M I N A T I O N S U M M A R Y Total Contributing Luminaires 6 Maximum Array Value 10.71 Minimum Array Value 0.00 Avg Of 160 Array Points 1.30 Average/Minimum Ratio > 100 Maximum/Minimum Ratio > 100 Coefficient of Variance 1.62 Maximum Gradient Ratio 28.88 These computations may be based on specific information that has been supplied by the customer. It is the responsibility of the customer to verify that the actual lighting installation corresponds dimensionally to that on which this data is based. Any deviations in the actual luminaire installation, lighted area geometry, and the introduction of obstructions within the lighted space may produce results that are different from the predicted values. Also, normal tolerances of supply voltage, lamp output, ballast and luminaire manufacture will effect results. Ref: IES LM-61-1986 Identifying Operating Factors for HID Luminaires I li 3-06-2000 8:54:00 AM Illuminance Meter Array Page 2 of 2 Meters are Aligned with Face Horizontal RIVERSIDE AUTO BODY Y 10.00 30.00 50.00 70.00 90.00 110.0 Coord 0.00 20.00 40.00 60.00 80.00 100.0 120.0 -------------------------------------------------> +X Coordinates 250.0 + + + + + + + 0.0 .001 .002 .002 .003 .004 .004 240.0 + + + + + + + .002 .019 .025 .005 .007 .008 .007 230.0 + + + + + + + .029 .333 .732 .123 .017 .021 .017 220.0 + + + + + + + .067 3.15 2.77 1.56 .103 .060 .041 210.0 + + + + + + + .035 .627 6.36 3.58 .293 .259 .130 200.0 + + + + 1.01 1.01 1.09 .348 190.0 + + + + 4.36 4.29 2.77 .546 180.0 + + + + 9.37 6.59 3.71 .634 170.0 + + + + 2.74 3.10 2.29 .520 160.0 + + + + .529 .688 .785 .303 150.0 + + + + .125 .196 .244 .138 140.0 + + + + .208 .298 .371 .187 130.0 + + + + 1.08 1.25 1.36 .397 120.0 + + + + 5.58 4.92 3.13 .567 110.0 + + + + 8.79 6.34 3.62 .598 100.0 + + + + 2.16 2.49 2.08 .493 90.00 + + + + 2.06 .844 .666 .262 80.00 + + + + + + 6.67 10.7 3.17 .659 .237 .099 f n 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 + + + + + + 3.76 4.86 2.61 .717 .177 .067 + + + + + + + + + + + + + .007 .019 .068 .375 1.91 8.63 6.95 2.54 1.79 1.19 .521 .145 .050 + + + + + + + + + + + + + .011 .029 .104 .496 2.21 6.23 5.39 1.61 .545 .291 .152 .062 .030 + + + + + + + + + + + + + .014 .036 .125 .559 2.01 3.59 3.28 1.53 .425 .128 .063 .033 .017 + + + + + + + + + + + + + .011 .028 .068 .233 .481 .605 .587 .421 .189 .068 .035 .019 .010 + + + + + + + + + + + + + .006 .015 .031 .057 .101 .116 .118 .093 .055 .032 .017 .010 .007 Lower Left Corner: X = 0.00 Y = 0.00 Z = 0.00 1l 1, 3-06-2000 8:54:11 AM L U M I N A I R E S Photo ID Lumens X Pos Y Pos M.H. X Aim Y Aim Z Aim Lat Ang HC410HCL.IES 6480 77.00 219.50 3.00 77.00 219.50 0.00 0.0 HC410HCL.IES 6480 84.00 212.50 3.00 84.00 212.50 0.00 0.0 AC440O.IES 8640 53.50 59.50 12.00 53.50 59.50 0.00 180.0 AC440O.IES 8640 78.00 84.50 12.00 78.00 84.50 0.00 180.0 AC440O.IES 8640 90.50 112.75 12.00 90.50 112.75 0.00 90.0 AC440O.IES 8640 90.50 181.25 12.00 90.50 181.25 0.00 90.0 WALL MOUNT 1611 (406 mm) AREA CUTOFF FLOOD �J I L.�) aC� ►�,v rr�n I jc"�v rz��j RUUD�" LIGHTING (Two) drill point Four 1 2' (13 mm) — rndicatiors— ccnd_•t en nes 1' (22 mm) �} (1oz mm) (102 6' (152 mn)-- GENERAL DESCRIPTION ELECTRICAL: FINISH LABELS ACCESSORIES: SPEC ft WATTAGE CATALOG N (a) VOLTAGE 175W MH ACW417 (') (b) M=120/208/240/277V 25OW MH ACW425 L') (b) T=120/277/347V 40OW MH ACW440 (') (b) 5=480V 25OW HPS ACW525 L') �b) 50D=220/240V 50 Hz 40OW HPS ACW540- (a) (b) 8=220V 60 Hz Specify (a) Voltage, and (b) Options. (b) OPTIONS (Factory Installed) H=2-Level lighting (25OW HPS) F=Fusing Q=Quartz Standby (Includes 15OW quartz lamp) (non delay -relay type) -5P=External Photocell (for480V) -(a)P=Button Photocell Housing. Reflector. Seamless, Prefinished semi specular die cast aluminum. diffuse & diffuse aluminum Finish color; bronze. wrapper, and semi specular Ballast aluminum sides. Capacitor 1.25" (32 mm) _i D 16" (406 mm) Ignitor (Where \ required) ( / — -- Lamp (Included). Ent Conduit 6 5" (165 mm) ry Lampholder OLOC -- - Adjustable Backlight Shield. Wall Mount Box. — Ballast 0- to 30'. For surface wiring Compartment _ Lens Frame. or entry. Finish color; black Cover r Die cast aluminum door frame secures Patented lens; sealed with Hinge silicone gasket. Assembly Finish color, black. 600 forward throw sharp cutoff luminaire with adjustable backlight control for H.I.D. lamp, totally enclosed. Backlight shield provides precise cutoff adjustability from 00 (nadir) to 300 (house -side). Housing is seamless, die cast aluminum. Lens assembly consists of rigid aluminum frame, high impact, clear tempered glass, and backlight shield. Fixture mounts to wall with a 4" 002 mm) x 6" (152 mm) x 1.25" (32 mm) cast aluminum mounting box and gasket. Two 5/16" (8 mm) dia. threaded mounting studs are supplied with nuts and sealing washers to attach fixture to mounting box. Also provided are four threaded and closed 1/2'' (13 mm) conduit entries. Fixture includes clear, mogul base lamp; 400VV MH utilizes the ED28 petite lamp. Porce- lain enclosed, 4kv rated screw shell type lamp holder with spring loaded center contact and lamp grips. Multi -tap ballast assembly consists of high power tactor Constant Wattage Autotransformer ballast and capacitor. Fully encapsulated lamp ignitor included on HPS assembly. (See voltage options). 2-Level Lighting available for 25OW HPS. Exclusive DeltaGUardTM finish features an E-coat epoxy primer with medium bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degrada- tion and abrasion. The finish is covered by our 7 year limited warranty. ANSI lamp wattage label supplied, visible during relamping. UL Listed for wet locations and enclosure classified IP54 per IEC 529; in Canada, CSA Certified or Canadian UL Listed for wet locations. FWG-16 = Wire Guard (-LIAR LtNJ - I -LA I I UP ROUND BOLLARD RUUD LIGHTING GENERAL DESCRIPTION ELECTRICAL FINISH: LABELS: SPEC. tl WATTAGE CATALOG k 13W Fluor. HC213-1 ('1 (") 50W MH HC405-D 1'1 70W MH HC407-D"1 �h1 10OW MH HC410-0 35W HPS 50W HPS HC503-1 HC505-0 (') (°i 70W HPS HC507 D (a) M 10OW HPS HC510-0 (11 (0) For voltage other than standard, replace -1 or -O with appropriate suffix. (°) Specify Options (a) VOLTAGE 2=277V (For Fluor. a 35W HIPS) 500=220/240V 50 HZ (For 100W MH d 50-10OW HIPS) 54=240V 50 HZ (For Fluor) 58=220V 50 HZ (For Fluor.) M=120/208/240/277V (For 70, 10OW MH 3 70. 100WHPS T=120/277/347V (For 70 a100W HPS) NOTE. In Canada, 70 3 10OW HPS standard with Tri-tap Ballast f 08.87" (225 mm) Specular Upper Reflector 5.5" (140 mm) 1 - Die Cast — Aluminum Lens Retaining Ring. With double silicone gasket. Finish color; bronze. Lampholder — Ignitor (Where required) Capacitor Housing. Extruded aluminum Finish color, bro Conduit Entry (b) OPTIONS (Factory Installed) A=1801 Shielded Clear Lens F =Fusing J =Tamperproof Lens Fasteners P=Photocell (Single voltage ballast supplied) �— Internally Painted Bronze Top Clear Poiycarbonate Lens Main Collector Reflector Lamp (Included) 36" (914 mm) Ballast Epoxy Coated Steel Frame Base Plate. Die cast aluminum. Galvanized Steel Anchor Bolts 3/8" (10mm)-16" (406mm) x 6" (152mm) +1.25" (32mm) Extruded aluminum housing supplied internally with a formed and channeled 16 gauge steel frame supports the electrical components and main reflector. Housing fastens to a cite cast aluminum base with four 1/4" (6 mm)-20 phillips flat head screws Base is secured to concrete footing using provided masonite template and three 3/8" (10 mm) x 6" (152 mm) galvanized steel anchor bolts with leveling nuts and washers. Suggested poured base- 2' (610 mm) deep x 12" (305 mm) dia., depending on soil types and frost line in your area. A 3" (76 min) dia. conduit opening is provided in the base for ease of wiring. Injection molded clear polycarbonate lens with Specular collecting reflector attaches to the top of the housing with an over -lapping die cast aluminum retaining ring, held by two stainless steel allen flat head fasteners. Two silicone lens seals prevent moisture from entering the lens, while a double lip silicone seal at the top of the reflector and sealed lampholder prevent insects, dirt and moisture from entering the optical chamber. U.S. Patent r 5,103,347. Fluorescent bollard includes a quad PL-13 fluorescent lamp and 1 20V High Power Factor Fluorescent ballast. Ballast minimum starting temperature is -5°F (-20°C). HID bollards include a clear, medium base lamp and porcelain enclosed, 4kv rated screw shell type lampholder with spring loaded center contact. 35W HPS consists of a 120V high power factor Reactor ballast Most other HPS & MH wattages include a dual -tap (in U.S.: 120/277V; in Canada: 50W MH & HPS=120/277V; 70 & 100W MH=120/347V) high power factor, High Reactance ballast. In Canada, 70 & 100\N HPS standard with Tri-tap Ballast (I20/277/347V). (See voltage options). Exclusive DeltaGuardT`1 finish features an E-coat epoxy primer with medium bronze acrylic powcler topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7 year limited warranty. ANSI lamp wattage label supplied, visible during relamping. UL Listed for wet locations and enclo- sure classified IP54 per IEC 529; in Canada, CSA Certified or Canadian UL Listed for wet locations ACCESSORIES: HCL = Louver, TPS-1 = Tamperproof Screwdnvei SECURITY/LANDSCAPE ACCESSORIES SPEC. # CATALOG# DESCRIPTION USE WITH DB-9 Deep Baffle NS Series _ ES8-7 Surface Mounting Box E Series ESB-7'P_(•spewy voltage) Surface Mounting Box w/Photocell E Series FWG-9 Wire Guard NS Series HCL Louver HC, HCD Series MNB-1 _ Mounting Box NS Series MNB-2 Mounting Box w/Stake Cord & Plug NS Series MNH-2 Conduit Slipfitter NS Series PAS-7 Pole Mounting Bracket E Series TPS-1 Tamperproof Screwdriver ALL DB-9 Deep Baffle Fabricated of .063" (2 mm) thick aluminum. DeltaGuardT11 finish supplied with medium bronze, acrylic powder topcoat. Allows precise control of light direction while maintaining full side cutoff. Attaches to lens frame and secures with #6-32 x .25" (6 mm) long phillips head, black stainless steel screws. Depth Dimension: 3.5" (89 mm). ESB-7 Surface Mounting Box Cast aluminum box for use where surface wiring is required. DeltaGuarclT`1 finish supplied with medium bronze acrylic powder topcoat Provided with five threaded and closed 112" (13 mm) 'A, t J R � concluit entries. Depth dimension: 1.25" (32 mm). ESB-7•P Surface Mounting Box with Photocell f, Utilizes the same Surtace bo\ as described above, with the addition of a bi-metallic type photocell, automatically turning fi\ture on at dusk, off at cl mn.-Specif% \oltage- FWG-9 Wire Guard Steel %Vire Guard for use in high vandalism areas. Depth Dimension: 1 .46" (37 mm) HCL Louver Louver for use on Bollards with clear lens, aesthetically appealing louver eliminates uplight and glare. The aluminum unit simply rests on the lower reflector inside the bollard lens. DeltaGuarclT11 finish supplied with black, acrylic powder topcoat. Shipped as a one piece unit, consisting of five individual louvers \\ith 40- tilt, held by three vertical posts spaced at 120'. TPS-1 Tamperproof Screwdriver Spanner -head screwdriver r #8 scree- W together with Tam ,Qf Lens Fa' rs _ion a\ail or j1Ji\tures is RUUD LIGHTWC, YOKE MOUNT BULLETIN LCF4 RECTANGULAR CUTOFF FLOOD SPEC. N WATTAGE 50W MH 70W MH 100W MH 175W MH 35W HPS 50W HPS 70W HPS «•:>: z 4, 1OOW HPS 150W HPS RU'UD LIGHTI C Gov tiff MaJryT�rJ- � �[�cTUl Poe A y �V1t_nI t� �1C,i tJ ; _ � so• ' o ue• o. roe ).r 0 lY!W4 0W'Da Ty Cao — Die Cast Aluminum Housing — Finish color -bronze. Dimensions (lens frame closed): 9.25' (235 mm)W x 16' (406 mm)L x 5.1' (130 mm)D Ignitor — (Where required) Capacitor — CATALOG ff (a) VOLTAGE LCF4405-D b 1 .120V peWor balW (Fa50-15wH►s) b 2 a 2TN alst 3 •206V albst 4.240Vbaltast 5.480V ballast LCF4407 D b LCF4410-0 b LCF4417-M b LCF4503-1 b) LCF4505 D b r751N""`70-15MWSMV 6.347V balast 1c..de orw LCF4507-M b D -12WM V ballast LCF4510-M(b) M=Quad-volt ballast(121MMOUM P-100W MH WM T - Tri volt ballast (IMMUM �� a<ro 1wwHvsoh! LCF4515-M(b) and M Ootions. (b) OPTIONS (Factory Installed) -(a)F=Fusing J=Tamperproof Lens Fasteners -(a)P=Button Photocell -5P=External Photocell (tor4e011) Yoke Mount — Yoke Mount Bracket Side View Finish color -bronze. 2.06' \ (See side view) (52 mm) p Cord — Temp ered 36' (914 mm) Glass Lens long with silicone seal. _ 3 25' (83 mm) Pulse -Rated Porcelain Lampholder H.I.D. Lamp (Included) Reflector Prefinished semi-specular diffuse aluminum. Power Factor Ballast Patented Internal Hinge Assembly Lens Frame Die cast aluminum door frame; sealed with silicone gasket. Finish color -black — Captive Lens Screw Black stainless steel. GENERAL DESCRIPTION: Sharp cutoff luminaire for H.I.D. lamp, totally enclosed. Housing is seamless, die cast aluminum. Yoke mounting is hinged steel bracket measuring 5" (127 mm) wide by 2.5" (64 mm) high, which allows vertical tilt of fixture and double locks in 5' increments from 0' to 90' above horizontal. Bracket attaches to housing with two 5/16" (8 mm)-18 stainless steel bolts. Bracket bolts are supplied with sealing washer to prevent water leakage. A 36" (914 mm) flexible cord is provided for electrical connection. Lens assembly consists of rigid aluminum frame and high impact, clear tempered glass. ELECTRICAL: Fixture includes clear, medium base lamp, Pulse -rated porcelain enclosed, 4kv rated screw shell type lamp holder. All ballast assemblies are high power factor and consist of the following: 50-IOOW MH & 50W HPS: Dual -volt (in U.S.: 1 20/277V; in Canada: 50W MH & 50W HPS=120/277V, 70 & IOOW MH=120/277/347V) High Reactance ballast. 175W MH: Constant Wattage Autotransformer, see voltage options. 35W HPS: 120V Reactor ballast. 70-150W HPS: High Reactance ballast, see voltage options. FINISH: Exclusive DeltaGuard� finish features an E-coat epoxy primer with medium bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7-year limited warranty. LABELS: ANSI lamp wattage label supplied, visible during relamping. UL Listed for wet locations and enclosure classified IP54 per IEC 529; in Canada, CSA Certified or Canadian UL Listed for wet locations. ACCESSORIES: WG-L = Wire Guard, LS-L = Polycarbonate Vandal Shield, PGM-1 = Ground Mount Post, TPS-1 = Tamperproof Screwdriver. 1W —: K-ce .. �� VERMONT ELECTRIC POWER COMPANY. INC. PINNACLE RIDGE AVENUE RR1 BOX 4077 RUTLAND, VT 05701 802 773-9161 • FAX 802 770-6440 RECEIVED MAR - 2 2000 March 1, 2000 Mr. Andrew Rowe Lamoureux & Dickinson Consulting Engineers Inc 14 Morse Drive Essex Junction, VT 05452 RE: Lot 36 — Ethan Allen Farms Industrial Subdivision 3 commerce Avenue, South Burlington, VT Dear Mr. Rowe: We have reviewed your site plan for the above referenced project. It appears that there will be no adverse impact to our existing right-of-way and that our concerns for maintenance access and vegetation management have been adequately addressed. Sincerely, Edwin T. Congdon Manager - Support Services ETC:nr MAW0RDVow\3.1 rowe Itr.doc { T RECEIVED I D Vr MAR - 1 20 ermoar� Gets 00 WE'LL STAND BY YOU. February 29, 2000 Andrew Rowe Lamourex & Dickerson Consulting Engineers, Inc. 14 Morse Drive Essex Jct , Vermont 05452 RE: Ability to Serve and Energy Efficiency - Act 250 Criteria 9(F) and 9(.n Lot 36- Ethan Allen Farms Industrial Subdivision- 3 Commerce Ave, South Burlington, Vt Dear Andrew: Vermont Gas Systems (VGS) will be pleased to serve the above referenced project. We have reviewed the proposed building site and have determined that a feasibility study will not be required since the necessary infrastructure is very close to the proposed site and we can serve the additional load of the proposed project without affecting our present firm customers. Enclosed please find a copy of Vermont Consolidated Act 250 Energy Guidelines for Typical Commercial and Industrial (C & I) Buildings prepared by the Vermont Department of Public Service. These guidelines are being used to determine compliance with criterion 9(F) of Act 250. Our Technical Services Department is available to assist you 'musing and interpreting these guidelines. To make the process as smooth as possible, we encourage you to contact our Technical Services Department as early in your planning process as possible. Technical assistance and life cycle cost analyses may be provided through our WorkPlace New Construction Program when requested. It is our hope that VGS' WorkPlace New Construction Program can help you not only comply with the Act 250 permit requirements, but help your building projects be very energy efficient and lower operating costs. Please note that it has been our experience that these guidelines are the minimum standards and that higher efficiency equipment including high efficiency condensing equipment and air to air heat recovery units for ventilation may be required, if cost effective. In addition, the Department of Public Service has authorized Act 250 inspections by an Act 250 inspector and permit compliance with regards to Criterion 9(F) may be reviewed. Please don't hesitate to call me at (802) 863-4511 ext. 303, if you have any questions regarding natural gas service to your property or for an application to receive natural gas. ;presentative Enc. 802-863-4511 802-524-6559 P.O. Box 467, Burlington, VT 05402-0467 www.vermontgas.com P.O. Box 850, St. Albans, VT 05478-0850 85 Swift Street, South Burlington, VT 05403 N. Main Street Shopping Ctr., St. Albans, VT 05478 �AMOUREUX & DICKINSON 14 Morse Drive Consulting Engineers, Inc. Essex Junction, Vermont 05452 March 17, 2000 District 4 Environmental Commission c/o James Boyd 111 West Street Essex Junction, VT 05452 RE: Land Use Permit Amendment Application #4C0643-18 Ethan Allen Farms Industrial Subdivision Lot 36 - Commerce Avenue, South Burlington Dear Jim: (802) 878-4450 Fax (802) 878-3135 We are writing on behalf of Riverside Auto Body (c/o Bill & Linda Hanf) regarding Lot 36 of the Ethan Allen Farms Industrial Subdivision. As requested in your letter (dated 3-15-00) following the initial review of this application, we provide the following: Enclosed is a copy of Land Use Permit 4C0643-3 & 4C0643-3A pertaining to Lots 22-42 (Phase 3) of the Ethan Allen Farms Industrial Subdivision. A letter from the South Burlington Fire Chief is enclosed. As we discussed, Development Review Board approval will not be available until after April 41h, and the Commission does not require this approval to reach a decision. A sewer and water allocation of 450 GPD will be provided for this lot by John and Joyce Belter (see Addendum to Purchase and Sale Agreement included in the attachments of the application). However, based upon the needs of the proposed use and as described in the previously submitted application, the sewer design flow is 230 GPD and the water design flow is 253 GPD. We have obtained updated letters from the City of South Burlington stating their ability to serve this project (see attachments to this letter). The building has been added to the lighting analysis. The analysis in the previously submitted application includes the four building mounted fixtures and two bollard light fixtures. The building mounted fixtures will be 175 watt metal halide fixtures. The bollard fixtures will be 100 watt metal halide fixtures with louvers. The ground mounted fixtures will be 175 watt metal halide fixtures. Cut sheets have been previously submitted. Civil - Environmental - Transportation - Planning 9 Landscape Architecture - Hydrogeology - Land Surveying District 4 Environmental Commission March 17, 2000 Page 2 We have included five photographs of similar commercial buildings located along Commerce Avenue. One set of color photos have been submitted to the Commission, with black and white photos submitted to all other parties. We understand that the Commission will not issue a decision until a Water Supply and Wastewater Disposal Permit has been issued. This application was submitted on March 6`n, with a permit anticipated by April 10`n Enclosed is a review letter from Green Mountain Power in regards to the existing transmission right of way across the rear of the project parcel. A review letter from VELCO was previously submitted. As noted on the attached Certificate of Service, copies of this additional information has been sent via US mail to the statutory parties. With the submittal of this information, we look forward to receiving the Draft Land Permit as soon as possible. Please call our office with any questions. Sincerely, Andrew Rowe cc: Certificate of Service Q \2000\00-014\1>oyd2 wpd 0 Certificate of Service I hereby certify that I, Andrew Rowe, representing the office of Lamoureux & Dickinson Consulting Engineers, Inc., sent a copy, via first class mail, of the enclosed letter and attachments to District 4 Environmental Commission, to the following: PARTIES: District 4 Environmental Commission c/o James Boyd 111 West Street Essex Junction, VT 05452 Riverside Auto Body Bill & Linda Hanf 411 Riverside Avenue - Route 7 Burlington, VT 05401 Margaret Picard, City Clerk / Chair, City Council Joe Weith, Planner / Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission Herb Durfee, Acting Executive Director P.O. Box 108 Essex Junction, VT 05453 Agency of Natural Resources Planning Division 103 South Main St. - Center Bldg., 3" Floor Waterbury, VT 05671-0301 Dated at Essex Junction, Vermont, this 17`h day of March, 2000. Andrew Rowe State of ti drmont ADMINISTRATIVE LAND USE PERMIT AMENDMENT CASE NO. 4CO643-3A LAWS/REGULATIONS INVOLVED APPLICANT John and Joyce Belter 10 V.S.A., Chapter 151 (Act 25 ADDRESS 2 Country Club Drive and Vermont State Environ- South Burlington, Vermont mental Protection Rules 05403 • Chapter 3, Subdivisions District Envirrt4 Com 'ssion #4 hereby issues a Land Use Permit Amendme43 3A p rsuant to'the authority vested in it in 10 V.S.Aer 151. This permit applies to the lands identified in Booe 225 f the land records of the City of South Burlington, Vermosubject of a deed to John Belter, Jr. the "Permittee" as "grantee". This permit specifically incor- , porates Subdivision Permit FC-4-1183-1 ••hich amends Subdivision' Permit'EC-4-1183 from eight lots with on -site sewage disposal to 21 commercial lots identified as Lots 22 through 42 of the previously approved Ethan Allen Farms Industrial Subdivision (Phase 3) utilizing the municipal treatment facility located off Ethan Allen Drive in the City of South Burlington, Vermont. The Permittee, his assigns and successors in interest, are obligated by this permit to complete, maintain and operate the project only as approved by the District Commission in accordance with the following conditions: 1. All conditions of Land Use Permits #4CO643 through #4CO643-3 remain in full force and effect except as amended herein. 2. This permit incorporates all of the conditions of Subdivision Permit EC-4-1183-1 issued on June 15, 1988 by the Regional Engineer, Division of Protection, Agency of Natural Resources. 3. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A., Section 6090(b). Dated at Essex Junction, Vermont, this 24th day, or June, 1988. B y Uf VJ Louis Borie District #4 Coordinator I I State of 'Vermont LAND USE PERMIT CASE NO. 4CO643-3 APPLICANT John Belter, Jr. ADDRESS Ethan Allen Drive South Burlington, Vermont 05403 LAWS/REGULATIONS INVOLVED 10 V.S.A., Chapter 151 (Act 250) and Vermont State Environmental Protection Rules Chapter 3, Subdivisions Chapter 7, Sewage Disposal District Environmental Commission #4 hereby issues a Land Use Permit Amendment #4C0643-3 pursuant to the authority vested in it in 10 V.S.A., Chapter 151. This permit applies to the lands identified in Book 148, Page 225 of the land records of the City of South Burlington, Vermont, as the subject of a deed to John Belter, Jr., the "Permittee" as "grantee". This permit amendment specifically authorizes the Permittee to subdivide 6 lots (Lots #22 through #28 and #42) of a proposed 21 lot subdivision and to construct 2300 feet of roads and utilities and the stormwater system. The subdivision is approved for on -site sewage disposal and municipal water and is located off of Ethan Allen Drive in South Burlington, Vermont. The Permittee, his assigns and successors in interest, are obligated by, this permit to complete, maintain and operate the project only as approved by the District Commission in accordance withh the following conditions: 1. All conditions of Land Use Permits #4C0643 through #4C0643-2 remain in full force and effect except as amended herein. 2. The project shall be completed as set forth in Findings of Fact and Conclusions of Law #4C0643-3, in accordance with the plans and -exhibits stamped "Approved" and on file with the District Environmental Commission, and in accordance with the conditions of this permit. No changes shall be made in the project without the written approval of the Districct Environmental Commission. 3. The District Environmental Commission maintains continuing juris- diction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit. Land Use Permit Ame,fdment' Page 2 #4C0643-3 4. By acceptance of the conditions of this permit without appeal, the Permittee confirms and agrees for himself and all assigns and successors in interest that the conditions of this permit shall run with the land and the land uses herein permitted, and will be binding upon and enforceable against the Permittee and all assigns and successors in interest. 5. The 21 lot subdivision is approved for the following tax mur-- ,cumulative ..impacts'wh;ich-may;not,.be exceeded wi_thout�th!exprior t, wr`tten `approval''of thes'tr'ict�"EnvironmentalcCominission:�;° 315 parking spaces; 9450 gallons per day of wastewater and water; •1446 average daily vehicle trips; .149•average p.m. peak hour vehicle trips; and 1575 kVa of electricity. 6. Prior to the commencement of any construction on the 21 lots the Permittee, and any assigns or successors in interest, including ady purchaser or tenant,. --shall ,file;;YanY�,amendmen£ .app�lacation as co -applicants which spjecifica.l•ly..adclresses ;�criteria„1 Air• ', 1(B), services) , 8, 9 (F) , 9 (J) and 9 (K) 7. This permit her ncorpor s all of the conditions of the Subdivision Pe mif EC-4-1183 is ued on December 4, 1987 by the Regional Engine-e.r, Division Protection, Department of Environmental Conserva i compliance with the Vermont State Environmental Protection Rules. 8. During construction of the roads and utilities and on the 21 lots dust shall be controlled as needed through applications of water until all disturbed areas are fully stabilized. 9. Prior to commencement of construction the Permittee shall file a Discharge Permitl from the Agency of Natural Resources. The Permittee, and all assigns and successors interest shall conform to all of the terms and conditions of this discharge permit. 10. All stumps and construction debris associated with the construction of the roads and utilities and the development of the 21 lots shall be disposed of at the South Burlington landfill. 11. The Permittee, and any assigns and successors in interest including any purchaser or tenant, shall install and maintain water conserving plumbing fixtures in any building constructed on the 21 lots including but not limited to low -flush toilets, low - flow showerheads, and aerator -type or flow -restricted faucets. All deeds for these lots shall require the installation and maintenance of the same. Land Use Permit Amendment Page 3 #4C0643-3 ~} 12. No construction, earth disturbance or storage is permitted on lots #35, #36, #37 and #41 below the 219 foot elevation. 13. Prior to the commencement of any construction the Permittee shall file a revised erosion control plan which provides erosion control below the stormwater outfall, at the road intersections, and specifies seeding and mulching immediately after reaching final grade and shall receive the approval of the Commission. The Permittee shall comply with Exhibits #5, #17 and #31 for erosion control during construction of the roads and utilities. No sediment mdy be transported beyond that area necessary for construction. Erosion controls shall at least comply with the Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites. From October 1st to April 15th of any calendar year, all non -vegetated disturbed areas of the construction site shall be mulched until final vegetative cover is established. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as they deem necessary. 14. In addition to conformance with the requirements of condition 1r13, the Permittee shall not cause, permit or allow the discharge of waste materials into any surface waters. Compliance with the requirements of this condition does not absolve the Permittee from compliance with 10 V.S.A., Chapter 47, Vermont's Water Pollution Control Law. 15. Prior to the occupancy of any buildong on any of the 21 lots the Permittee shall certify to the District Environmenntal Commission that the following improvements have been completed: a) a southbound left turn lane at Shamrock Road; b) a northbound right turn lane at Ethan Allen Drive; c) the widening to 3 lanes the Ethan Allen approach; d) the removal of the creat on the Shamrock Road approach; and e) -the installation of hazard identification beacons on each Airport Parkway approach to this intersection. 16. No exterior lighting may be installed without the prior written approval of the District Environmental Commission. 17. Prior to the commencement of any construction the Permittee shall file a revised landscaping plan which includes appropriate ever- green landscaping in the area near Shamrock Road and shall receive the approval of the District Environmental Commission. Land Use Permit Amt dment Page 4 #4C0643-3 .} 18. All amendment applications for development of the 21 lots Phatl specify rlowhshielded :J:ighting fixtures :and roofs of dark vo1'oYs•. 19. The removal of topsoil is specifically prohibited until the Permittee files an amendment application for a topsoil removal and reclamation plan and the District Environmental Commission issues a permit amendment. 20. All deeds for the 21 lots shall require that all heated structures shall be constructed with insulation with 'an R-Value of at least R119 in the exterior walls, R-38 in the roof or cap, R-10 around the perimeter of the foundation and double -glazed windows. 21. The following shall apply to all lots which contain the Vermont Electric Power Company and Green Mountain Power Company easements: a) the sewage replacement area on Lot #39 be at least 25 feet from the parallel to the centerline of the easement; b)- no stockpiling (including snow) shall occur in the easements without the written consent of the utilities; c) vegetation within the easements be limited to species with a mature height of 15 feet; d) all outdoor lighting fixtures in the easements shall be no higher than 12 feet; e) access to the easements be maintained; and f) all grade changes within the easement must be approved by the utilities. 22. All amendment applications for development on lots which contain the easement must contain a letter of approval from Vermont Electric Power Company and Green Mountain Power Company. 23. This permit shall expire on February 20, 2011 unless extended by the District Commission. Notwithstanding the latter date, this permit shall expire one year from the date of issuance if the Permittee has not demonstrated an intention to proceed with the project. In any event, substantial construction must occur within two years of the issuance date. 24. Failure to comply with any of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A., Section 6090(b). Land Use Permit AmAdment Page 5 #4C0643-3 Dated at Essex Junction, Vermont, this I `1°`- day of FZ�1lcQ.1i1988. we CwF) Katherine M. Vose Acting District #4 Coordinator KMV/ECA/aml By Evan C. Archer,"( Chairman District #4 Commis on Commissioner participating in this decision: Louise 'Wright South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 Fax:802-846-4125 VT Mr. Andrew Rowe Lamoureux & Dickinson Consulting Engineers 14 Morse Drive Essex Junction, VT 05452 March 13, 2000 Mr. Rowe, RECEIVED MAR 15 2000 I have reviewed the plans for the proposed project, Riverside Auto Body located at Lot 3 Ethan Allen Farms. The South Burlington Fire Department can provide Fire Protection and Rescue services to this project provided that the project be protected throughout with an automatic sprinkler system and a suitable automatic method to notify the South Burlington Fire Department of an activation of the required sprinkler system. Should you have any further questions, I may be reached at 846-4154. Michael E. O'Neil Chief Engineer South Burlington Fire Department FROM City or So. B FAX NO. : 1 802 658 4748 Mar. 06 2000 03:16P1' P1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 675 DORSET STREET SOUTH BURUNGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 6, 2000 Andrew Rowe Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: Sewer Allocation, 3 Commerce Avenue (Lot #36) Dear Mr. Rowe: Please be advised that the City of South Burlington approves a 230 gpd sewer allocation for a proposed auto repair and service facility at 3 Commerce Avenue. This property is currently owned by John and Joyce Belter. This property is served by the Airport Parkway Wastewater Treatment Facility, which has sufficient capacity to handle thiitionai demand. If you have any questions, please give me a call. / 1 9 eith, Director Plan ng & Zoning JW/mcp � SOUTH BURLINGTON -�ATER DEPARTMENT MAR - 2 2000 403 Queen City Park Road South Burlington, VT 05403 ' Phone: (802) 864-4361 Fax: (802) 864-0435 March 1, 2000 Mr. Andrew Rowe Lamoureux & Dickenson Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 05452 RE: Act250 Review - Lot #36 Ethan Allen Farms Industrial Subdivision, 3 Commerce Avenue, South Burlington, Vermont Dear Mr. Rowe: In response to your request for information regarding the above referenced property and the South Burlington Water Department's capability to supply water to this proposed project, we submit the following: 1. The South Burlington Water Department without restricting or encumbering its present users can furnish your demand of 253 gallons per day for the above referenced project. If you have any questions or I can be of further assistance, please do not hesitate to call. Sincerely, SOUTH BURLINGTON WATER DEPT. ig y er cc. D. Prati C. Hafter 3-06-2000 8:54:00 AM E Z I L L U M v2.0 A L A D A N (tm) A Lighting Application Design & ANalysis General Electric Company GE Lighting Systems ~i Hendersonville, NC 28739 USA P R O V I D E D B Y: Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive Essex Jct., VT 05452 Phone: 802-878-4450 Fax: 802-878-3135 RIVERSIDE AUTO BODY LOT 36 ETHAN ALLEN FARMS INDUSTRIAL SUBDIVISION LAST REVISED 2-24-00 LUMINAIRE QTY PHOTO ID LUMENS Round Bollard, Clear Lens w/L 2 HC410HCL.IES 6480 16" AREA CUTOFF W/OUT BAFFLE/ 4 AC4400.IES 8640 I L L U M I N A T I O N S U M M A R Y Total Contributing Luminaires 6 Maximum Array Value 10.71 Minimum Array Value 0.00 Avg Of 160 Array Points 1.30 Average/Minimum Ratio > 100 Maximum/Minimum Ratio > 100 Coefficient of Variance 1.62 Maximum Gradient Ratio 28.88 Page 1 of 2 DISTRIBUTION These computations may be based on specific information that has been supplied by the customer. It is the responsibility of the customer to verify that the actual lighting installation corresponds dimensionally to that on which this data is based. Any deviations in the actual luminaire installation, lighted area geometry, and the introduction of obstructions within the lighted space may produce results that are different from the predicted values. Also, normal tolerances of supply voltage, lamp output, ballast and luminaire manufacture will effect results. Ref: IES LM-61-1986 Identifying Operating Factors for HID Luminaires 3-0'6-2000 8:54:00 AM Illuminance Meter Array) Page 2 of 2 1' trs r Meeae A igned with Face Horizontal RIVERSIDE AUTO BODY _..,Y 10.00 30.00 50.00 70.00 90.00 110.0 Srd 0.00 20.00 40.00 60.00 80.00 100.0 120.0 ------------------------------------------------- > +X Coordinates 250.0 + + + + + + + 0.0 .001 .002 .002 .003 .004 .004 240.0 + + + + + + + .002 .019 .025 .005 .007 .008 .007 230.0 + + + + + + + .029 .333 .732 .123 .017 .021 .017 220.0 + + + + + + + .067 3.15 2.77 1.56 .103 .060 .041 210.0 i i i + + + .035 .627 6.36 3. 8 .293 .259 .130 200.0 + + + 1. 1 1.01 1.09 .348 190.0 + + + 4. 6 4.29 2.77 .546 180.0 9.37 6.59 3.71 .634 .L70.0 + + + 2. 4 3.10 2.29 .520 160.0 + + + .529 .688 .785 .303 150.0 a + + + .l 5 .196 .244 .138 140.0 + + + Q .2(8 .298 .371 .187 130.0 + + + 1.�8 1.25 1.36 .397 120.0 + + + 5.58 4.92 3.13 .567 110.0 + + + 8. 9 6.34 3.62 .598 100.0 + + + 2. 6 2.49 2.08 .493 0•00 Q0.00 + + + 2. 6 .844 .666 .262 80.00 + + + + + + 67 10.7 3.17 .659 .237 .099 �► 70.00 .76 4.86 2.61 .717 .177 .067 60.00 + + + + + + + + % .007 .019 .068 .375 1.91 8.63 6.95 2.54 1.79 1.19 .521 .145 .050 50.00 + + + + + + + + + + + + + .011 .029 .104 .496 2.21 6.23 5.39 1.61 .545 .291 .152 .062 .030 40.00 + + + + + + + + + + + + + .014 .036 .125 .559 2.01 3.59 3.28 1.53 .425 :128 .063 .033 .017 30.00 + + + + + + + + + + + + + .011 .028 .068 .233 .481 .605 .587 .421 .189 .068 .035 .019 .010 20.00 + + + + + + + + + + + + + .006 .015 .031 .057 .101 .116 .118 .093 .055 .032 .017 .010 .007 10.00 <- 0.00 Lower Left Corner: X = 0.00 Y = 0.00 Z = 0.00 MAR-16-00 THU 18:31 P. 0 GREEN MOUNTAW POWER CORPORATION 163 Acorn Lane, COLCHES M VT 05446 - FAX (802) 655-8419; 655-9W SHARON A. LLiclA Paralegal March 16, 2000 Mr. Andrew Rowe Lamoureux, Stone & O'Leary 14 Morse Drive Essex Junction, VT 05452 Re: Lot 36 - Ethan Allen Farms Industrial Subdivision 3 Commerce Avenue, South Burlington Dear Mr. Rowe: Direct Dial Numbe •: (02) 655-842 5 Internet luda®gznpvt-coi 1 Chris Hart of Green Mountain Power Corporation (GMP) has reviewed the site plan of Bill and Linda Hanfs' proposed facility on Lot #36 of the Ethan Allen Farm Industrial Subdivision part of which is within GMP's existing 100-foot wide transmission right of way The paved parking area, and plantings as shown should not pose an undue burden on GMP's existing 34.5 KV transmission right-of-way. However, the following conditions should be made part of the development of the property as reflected in your letter: 1. There will not be any pole mounted lighting located within the right of way. 2. The proposed landscaping within the right of way will have a mature height of less than 12 feet. 3. There is no storage proposed within the existing right of way. 4. There are no fences or gates proposed and there will be an opening of sufficient size for GMP to access the transmission line if necessary. GMP needs to be notified, and have an opportunity to review, if the any of the above conditions are to be changed. Atay use of the right-of-way that causes an unsafe situation would be an encroachment of the existing senior rights GMP holds. If this occurs, the encroachment will either have to be removed or the transmission line positioned (if possible) to reestablish the integrity of the line. Any associated costs would be discussed. Please feel free to contact me if there are any further questions, Sincerely, Sharon A. Lucia cc: Chris Hart Typical existing commercial buildings located on Commerce Avenue in South Burlington Typical existing commercial buildings located on Commerce Avenue in South Burlington II State of Vermont WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT Case Number: WW-4-1383 PIN: EJ85-0002 Landowner: John & Joyce Belter Address: 2 Country Club Drive South Burlington, Vermont 05403 Co -Applicant: Riverside Auto Body c/o Bill & Linda Hanf Address: 411 Riverside Avenue South Burlington, Vermont 05401 LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 8, 1996 This project, consists of constructing a 10,625 square foot commercial building for an auto body repair shop (with floor drains for water run off and vehicle washing), 15 employees, on Lot 36, (previously approved in Subdivision Permit # EC-4-1183-1). The project will utilize municipal water and sewer services (a maximum of 230 gallons of wastewater generated per day). The project is located off Commerce Avenue in the city of South Burlington, Vermont, and is hereby approved under the requirements of the regulations named above, subject to the following conditions. This permit does not constitute approval under Act 250. 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from. the Act 250 District Environmental Commission, the Department of Labor and Industry - phone (802) 828-2106 or (802) 658-2199, the Vermont Department of Health - phone (802) 863-7220, and local officials pjjjor to proceeding with this project. 2. The project shall be completed as shown on the following plans prepared by Lamoureux & Dickinson Consulting Engineers, Inc., which have been stamped "approved" by the Wastewater Management Division: Proj. No. 00-014; "Ethan Allen Farms Industrial Subdivision - Riverside Auto Body"; Lot 36"; Site Plan; Slit. No. 1; Dated 2-16-2K; Typical Details & Specifications Roads, Water, Storm & Sewer; Dated 2-16-2K. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. Water Supply and Wastewater Disposal Permit WW-4-1383 Page 2 4. In the event of a transfer of ownership (partial or whole) of this project, the transferee shall become permittee and be subject to compliance with the terms and conditions of this permit. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. 6. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. 7. No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the building shall be allowed without prior review and approval from the Agency of Natural Resources. WATER SUPPLY 8. The project is approved for water supply by connection to the municipal water system. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. Water Supply and Wastewater Disposal Permit WW-4-1383 Page 3 WASTEWATER DISPOSAL 9. The project is approved for wastewater disposal by the Airport Parkway municipal sewer system for a maximum of 230 gallons per day. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. 10. A professional engineer, registered in the State of Vermont, is to generally supervise the construction of the sanitary sewer line extensions and, upon completion of construction, the supervising engineer is to submit to the Wastewater Management Division a written certification stating all construction has been completed in accordance with the stamped approved plans. The engineer's certification is to be submitted to the Division prior to the occupancy of any unit and the certification shall include, but not be limited to, the numerical results of all leakage testing performed on each segment of the sanitary sewer extension and all manholes, as described in Appendix A, of the Environmental Protection Rules. 11. This project has been granted a 10% reduction in design wastewater flow, based on the proposed installation of water saving plumbing fixtures. Accordingly, the plumbing fixtures utilized throughout the project shall comply with the following performance specifications: water closets - 3.5 gallons/flush, maximum; showerheads - 2.0 gpm, maximum; and lavatory/sink faucets (aerators or flow regulators) - 2.0 gpm, maximum. Fixtures complying with such performance standards shall be permanently maintained throughout the project. 12. All conditions set forth in Subdivision Permit # EC-4-1183-1 shall remain in effect except as modified or amended herein. Dated at Essex Junction, Vermont this 6th day of April, 2000. Ca Canute E. Dalmasse, Commissioner Department of Environmental Conservation By '. W/ � - %William E. abiloski Assistant Regional Engineer South Burlington Planning Commission & Selectboard Water Supply Division Department of Labor and Industry Lamoureux & Dickinson Consulting Engineers, Inc. Act 250 Coordinator - James Boyd LAMOUREUX & DICKINSC 14 Morse Drive Consulting Engineers, Inc. Essex Junction, Vermont 05452 Sarah MacCallum Planning & Zoning Assistant Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: SP-00-06 & CU-00-04 Riverside Auto Body 3 Commerce Avenue Dear Sarah: April 7, 2000 �`� ?'.'� ,tam �, �' e,. :� ?r •�u-.''� a APR 1 0 2000 (802)878-4450 Fax (802) 878-3135 We are writing on behalf of Riverside Auto Body (c/o Bill & Linda Hanf) regarding Site Plan and Conditional Use approval which was granted by the Development Review Board on April 4, 2000. As required in the stipulations of that approval, we have revised the project plans as follows: • Stipulation 2a) - A section of wood screening fence has been added around the dumpster, which, with the building, will provide screening on three sides. • Stipulation 2b) - The revised landscaping layout, reviewed with the DRB at the hearing, was found acceptable. This plan reflects the additional of one red maple at the northeasterly corner of the lot, and the relocation of cedars (no increase in the total number proposed) to the rear of the parking area behind the proposed building. • Stipulation 2c) - The site plan has been revised to reflect a depressed curb at the new curb cut. • Stipulation 7) - As noted in the final approval, all vehicles parked outside will be parked in the designated parking spaces or in the temporary outside storage area shown on the Site Plan. • Stipulation 9) - The site plan has been revised to reflect a depressed curb at the new curb cut. The concrete curb detail on sheet #2 has also been revised to show depressed curb at the new entrance. Civil • Environmental • Transportation 9 Planning • Landscape Architecture • Hydrogeology • Land Surveying Sarah MacCallum April 7, 2000 Page 2 Stipulation 10) - A note has been added to the Site Plan requiring that the new gate valve be placed a minimum of 6 inches inside the right of way. Stipulation 11) - The sewer/storm trench detail on sheet #2 has been revised to show 3/4" crushed stone bedding for PVC pipe. We have enclosed 3 copies of the revised plans (last revised 4-3-00) and one reduced copy of the Site Plan. Please call our office with any questions. Sincerely, Q Andrew Rowe cc: Bill & Linda Hanf Q \2000\00-OMMacCall-2 wpd OPEN SPACE \\ BELTER Ak EM TW FI b RIM20 WMT r 2000 .\ V M u "0. \ e� C'v of So. Burlington NOT[9: �. 000NDFYtY N• FLaaD FLAN TNRORYAI014 wAs 7A10<N FR•1 RE FOLLOI.10 PLAIN pypFA�� S7E P.A31 - EM/41 AMEN FAIWS INDUlLRIAL 311ROM•II 141A]E 3, IOUs 2}!2' !Y 'IL'J�AIRR2C-L:EIIF]CLM i!G LISf !SW.EL• ON Nf2UE7 4. 1lEL 2. IM PLAN IS FOR 9E PUN PUVO.SU ONLY AND IS NOT INTENDED FOR PROPERTY ONNVEYMNCE a UTR m WOUR Off *a PLAN ERNE 04TMCD FROM I E III•NAL 0101MOICH ARP. A1HE EXACT N COIFIICIS 71E ENOIIEEILV��TIEWO�D�NR�UECTNIt I�HAI� E PRIOR 70 ANY EWAVATMAL ! i ! LATHS OF 100 YEAR FLOW PAN ELEVATION (ElEV-216) EXISTING \ UIRITY POLES MOUNTED FiMRRE UQHMQ THE CONTRACTOR SHALL NOTIFY "DIGSAFE' AT ! 1715 WATT METAL HALIDE AREA CII7aFT WALL 1-888-IAG-SAFE PRIOR TO ANY EXCAVATION. BERARD CONSTRUCTION CO., INC. N/F 0351M BUILDING OW"AW A• SYITOMS) I ! I E%•71NO .ARIRNO ,1� IrC f? 1 n.rJ13 ..ar ( i NEW A 4' PVC \ \ fT' 1'x \\ L 0 T C3�J5 O \ THRIFTY CAR*NTAL SPILLANE N/F \ \ REPLACE E709TIN0 sTRO:r TREE \ PLANTING SCHEDULE LIAOD QUAN11IY •QMW& MAW COMMON NAME on AR I ANK aOIwimt' T@ MMq-- 21 CAN. AS 1 Am IRddm SUGAR MAPLE 2' CAL AA i ImmkmWK dGGRR SERNfl7NNY 1 1/Y CAL 4A 3 A bmium RL3&moi TLmRtwA J-vm" 2 GAL PM 14 PLIIR_ MmdL %NSW DINRF LINGO LYE 3 OAL SN 3 2"NTTRIINR IUMALN SP•[A 2 0& TO 47 IIGmmam NTD CEDAR 4' - V TALL VT 23 apub» EUIIO. NRAI•EINY S - 4 TAIL GRAPHIC SCALE < TIN Pfox ) I Wl - 20 R. NjSEP14 P- It REAN P, KEL LY N/F URLTY EA9omff (OAS) EN•TINO IV RDL WLTY EASESNRT (EIEOTRIO ommo LTN•CYT - ROLAOE ONDHO DFIRESSEO CURB WTII MM CONC EIE CM LOT 38 TWOM Q= REPLACEMENT TAPE END OF CAN• 1',11W SMII HIM - 220 23 W INV �I.SR PARCEL DATA FROPOSHI ALLORED SULDNO COVERAGE 10,W5 3F (2&1%) 30%HA) WN MAL LDf CISRACE 2LO3O W Oftt" 70%MA)SM FRONT YARD 0ONERAOE 1470 IF (30 %) 30% MA)S M OPEN WAEE IAGM SF (39.M H / A TOTAL AREA 44700 SF - 0.ir� A01" N ON UNL wT �uvn PROECT PAKM A700 SF. (0.23 ACHES) 3IUm - ND® INDUSTRIAL AND COM/ERCML SEIRAtl(S FRONT 40 FT ITEM i ID FT 30 PT ON SIDDRE 0P POKER tAsam RS 1RAIFIR SYXWX - 1XAWVC SE RW OE FAIR LMSIM. MAN NEVER "VICE - MUNTPAL S ACE FROM EYISINO SM LEGEND _ m"= PROPERTY LINE AKn7IMQ PROPERTY LIE — — SEDALH LINE - - FAIEMEMT LIE CONCRETE I1RR STORM LIE A. OATtA RAIN �----- S WINNER LIME • MANHOLE W —__- _ _ WA1E LINE ! HYDRANT 216- - - -- - DasuN0 CONWAt FROPOiED COM10U1 217XPD FINISH SPOT GRADE EE —E ELECTRIC UE k 1RAWNTSW R • Od4CRM MOMIMENT • PROPER" OOTMtR (TO K SEY) tid R09A CAM y4K55k# FART PROPOSED TILE o SLT FENCE APPROVED PY RESOLAFRW OF THE DEVELOPMENT OM QI7�011 TI�E��aD�A'Y( ��w �2WOON. SUR.BCT TO TIE NlOORUM¢Ills APS�Tndtl 3-27-00 ADM TEMPORARY STORAGE AREA OF 2 m RESOLUTION. SOM ILO _ DAY dRNI dM RIDE OF I000 PY REVISIONS (aim ON IIARIUN) mm = WIN km 1R.WSU1• RM1ND O\I t IF7m FOR TEE KW= WO LLIO• 0 SKETCH/CONCEPT OnY OF W M! W MAIM 0 PRELIMINARY IECFIVED FOR RECORD — FINAL AT VCLOOK MIMES M O RECORD ORAWING AMR REaDRDm N NI" TITAN AT •T.F.N FARMS ATTEST. TOM cum INDUSTRIAL SUBDIVISION APPLICANT' Oyim 3 COMMERCE AVLRUE SOUTH BURUMTOR I D � � jam OLW INEDVER RIVERSIDE AUTO BODY 0MNi YT 060 ROUTE 7 SOM RVRLINMI yr GD4G3 LOT 36 SITE PLAN }�y Ez /1 11A. X LYODIEMK ConNaitinE Rashm r• Ina. 14 Mon• OTM Eatt AW40M, VT V452 (W2) BM-4460 1 J WNW TAKE UMW I U MIKAI E DESOA►RON 175 14TT FETAL NALIDE AREA OLIIDFF WALL MQUSM IMIU E w NIO MR METAL HALM MOUND DOU!" PE11RE WIN CLEAN LENS NO LOUYER A m SAW META. XNAE WTOFF FWPJNE 10 BE N ORD MOUNTED NRDND UOIRFIED \� Nruirc rr Fw�.Rar. n•vrvru• I. Or I. . '. -\ PLAIN ELEVATION (DAV-215) \ r PVC LOT 35 \ \ THRIFTY CAR r�tvTAL \ SPILLANE \ N/F `\ \ URMTY IflIfS \ DO NDARY POO FLOOD PLAN NfOINAION WAS IAmN FROM NEE FOLOLBW KAM OVERALL WN PLAT - E THAN ALIEN FARMS INDUSTRIAL "DWAM NOSE % LOTS 22-4r NY "UPA7AOL 1011OL.IN INC. LAST REVISED ON AIOMS7 ♦ 12011. 2. 7m PLAN is FOR SFE PLAN PIRMQg! ONLY AD IS NOT INTENDED FOR S U'llu S !SOWN ON 'BPS PLAN ME OBTAINED FROM WE ORIGINAL SUM%I ON DESIGN STE PLANS OF WIE10PED LOTS, NO LIMITED FIELD SURVEYS. NNE DIACT LOCATION OF URF7E9. F DOSINE MAY VARY FICLI INNT DOWN Of THE RML REPORT ANY COWLFCTS TO WE EMONI L TIE CONTRACTOR SHALL NOTIFY DIGSAFE PSBR ro ANY EXCANAIRM REPLACEA[E DNc G9RA9IRFET TREE REPLACE PLANTING SCHMULE LEGEND QUANTITY WG WrJLL MAZE OOIAON MALE az At i Em OaOm RED MAPIE Y CAL AS I A— ARIdIVOa SUGAR MALE 2' CAI, M 1 AmmibambyL adonams SERH ESEPRY 11/r CAL. JA 3 .1 kuwmwdki11oRi PLU MOSA JUNPR 2 CAL PM 14 PLa_ r•ximIA.ntb' D%lW IRAOO PINE 3 oAL GR 3 �YRI Imaa R NADN PNEA 2 a& ro 47 n,y OOiiCOti RED CEDAR 4' - C' TALL VN 23 1♦tAffL Ap" V 41M CRANBERRY S - 4' TALL GRAPHIC SCALE (01 PERT) t L_a - 20 tL THE CONTRACTOR SHALL NOTIFY -UGSAF AT 1-6E6-aC-SAFE PRIOR TO ANY EXCAVAION. JOSEPH P. k SEAN P. KELLY N/F UELTY EAs+s..T (GAS) VISITING w UK VILTTrY EASDAW OUCIP10 Down" NIB= - NE7LAQ CODING DEPRESSED CRIB MEIN NEW CONCRETE OURB LOT 38 Wr_4L CUM REPLACEMENT APELt END OF CM DEPRESSED OLRIB AT NEW EN1tAMQ APPROVED BY RESCU7R04 6 1XE OEVFIOPYOlF RE.VFII NOAMO C VIE OIY OF 9OtaL NIRASIBT0.V, w3moN1. ON 1HI DAY OF 2000 IE SUO.ECT TD T�ENT9 A-�rnchs OF SAD 103OLL OK SIGNED 1NIS _ DAY OF 2000 BY PARCEL DATA PROP06M ALLOWED BLEDNG 03VERAM 14M 3F (211.110 30%YAGaRN TOTAL LOT COAMAGE NLN30 SF (N.ORQ 70NL MAIa.N O FRONT YACOWRACE 14ro SF (30 JOSi MANMIM OPEN SPAM 15,1170 SF (A.Olf) N / A IOTA. AREA 406700 SF - 0.63 ACRES AS TOWN ON RE FOR REIN BY f D AM 1000, OY® BY GE PRCf DATA - MAINTAINPSOXCT ro SEVER PARER - 40,700 SF. (0,93 ACRES) RIGHTor MY D - MON ED KISIIAL AND COMMERCIAL SEINAO@ TNORf 40 FT SIDE 1s FT DOC NEAR 30 FT ON SOOF POEM EASEMENTS M. WR SERA E - MUNICIPAL SEANCE FROM EM1N0 MAN SAGE SEAR SERWE - MUPOWAL "VICE FROM DSII10 SMS (CLERK OR CHAIRMAN) CITY OF SOUTH BUN 1JN070 RECENED FOR RECORD A0. 21) — AT OYAOO( 1MR4I1[q M AND IEOROED IN EST: ATTEST TOW CLEPW APPLICANT OWER NVOUDE AUTO BODY J& JOYCE NESIR OIN CMO BILL a USDA HAFT 2 OONIRY GJA GAVE 411 NVERSDE AVCW E. HOUR 7 Som BURUMCTOM. VT 05403 NlRO'10µ WYr o94M LEGEND _ PRQECT PROPERTY LSE - A.lfINC PRDPELITY t,E — — SETBACK LIE - - EASEMENT LIE [�--- 4, -- CONCRETE CUM STOW LEE ! CATCH BASH m S SEM LSE a MANHOLE - - �- w - - - - WATER LAE a HYDRANT - D1 - - - - - EASING CO MUR PROPOSED CONTOUR 217XDO FINISH SPOT GRADE �7 EyELI---E ELECTRIC LIE a IFLAN9� CONCRETE 110MWNT i P"wvm CONNR (TO RE Sm [filemW�yj XAII.YE DAM f.Vil V PROPOSED TREE I HOOD SOF03NM FENCE 3T FOIE 4-3-00 IEVOED PUt STAFF IEIEW AOR �77-00 ADDED TDNPORARY STORAGE AREA AAEt I--] SKETCH/CONCEPT PRELIMINARY FINAL O RECORD DRAWING ETHAN ALIEN FARMS INDUSTRIAL SUBDIVISION 3 COhOO ,E AVENUE SOUTH BUSLMTON I RIVERSIDE AUTO BODY LOT 36 •.vS}IITTE� `PTLMAdNffYA Consw ni Yagtn— im. 14 1Mo DrM EsRa ,AweUCO. VT 05452 (L702) 876-4460 EELdna sm-Plan--gurYmm"ra 4/4/00 MOTION OF APPROVAL RIVERSIDE AUTO BODY I move the South Burlington Development Review Board approve conditional use application #CU-00-04 and site plan application #SP-00-06 of Riverside Auto Body to construct a 10,625 square foot building to be used for automobile repair and service, 3 Commerce Avenue, as depicted on a two (2) page set of plans, page one (1) entitled, "Riverside Auto Body Lot 36", prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated 2/16/00, last revised on 3/27/00, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised to show the changes listed below and shall require approval of the Director of Planning & Zoning (hereinafter Director). Three (3) copies of the approved revised plans shall be submitted to the Director prior to permit issuance: a) The site plan shall be revised to show the dumpster screened from lot #35. b) T`;.:::.: plan shall be revised to show additional landscaping in the form of an evergreen buffer along the eastern side of the parking lot which borders the C.O. District and several street trees along the property's frontage with a minimum caliper of 2 1/2 - 3". c) The site plan details (sheet 2) shall be revised to include a depressed curb detail. 3. The Development Review Board approves a sewer allocation of 230 gpd. The applicant shall pay the per gallon fee prior to permit issuance. 4. Any new exterior lighting shall consist of downcasting shielded fixtures so as not to cast light beyond the property line. Any change in lighting shall be approved by the Director prior to installation. 5. The applicant shall post a $8000 landscape bond prior to issuance of a zoning permit. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 6. The applicant shall pay the sidewalk fee of $15 per linear foot of frontage as required by the original subdivision approval prior to issuance of a zoning permit. 7. Pursuant to Section 26.256(b) of the zoning regulations, the Development Review Board approves a total of 15 parking spaces, which is a 15 space or 50% waiver. All vehicles parked o tside t-tuildin shall be parked in the designated parking spaces. ,e 8. The applicant shall pay a traffic impact fee of $880 required by the original subdivision approval prior to issuance of a zoning permit. 9. Removed curb at entrance drive shall be replaced with a concrete depressed curb. 10. Water shutoff valve shall be placed six (6) inches from the property line. 11. Sanitary sewer pipe shall be bedded in 3/4 inch crushed stone only. 12. The building shall be sprinklered. 13. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 14. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to occupancy of the building. 15. Any change ' to the site plan shall require approval by the 'South Burlington Development Review Board. 2 04/EW2000 10:04 802-878-3135 LAMOUREUX DICKIN50N F'AC-Z 0 ( l/ LAMOUREUX & DICKINSON Consulting Engineers, Inc. 14 Morse Drive Essex Junction, VT 0.54S2 Tel. (802) 878-4450 Far (802) 878-3135 landeng@togithei-.net �T • Engineering -Planning'. Sawyeyiiing • Soils -"Wetlands • Landscape Are ilteeture'� TRANSMITTAL E]Mai:l ❑ Fax O Hend carried ❑ To be picked up ❑ Courier service TO: Sarah MacCalluna / Ray Belau FROM: Andy Rowe ADDRESS: DATE: April 4, 2000 RE: FAX NO.: 846-4101 (4 pages total) PROJECT NAME: Riverside Auto Body - 3 Commerce Avenue PROJECT: 00014 COPIED CATS SHEET DESCRIPTION Prxts 1 Revised portion of Site Plan Shop drawings 1 Landscaping cost estimates Plans Copy of letter Change order Thank you for your review and comments. In response, we have: — added a wood screening fence along one side of the dumpster (with the building located on, the ather two sides), — added five cedars along the rear of the pavement to mark the limits of parking — added a red maple along the frontage of Commerce Avenue at the northeast corner of the lot. We did not propose away trees in front of the building so that visibility could be maintained for the building mounted sign. However, as shown on the site plan, there are smaller plantings proposed. The enclosed landscaping estimates do not include the additional cedar trees or red maple. Could you please call with your thoughts on these changes? specifications Disk X For your review For your use For comment As requested F v I Bid Dacwnents Signsturs: Andy COPY TO: ❑ Administrative copy revised 2J4i99 M Project file copy Q`,TRANSNUT WFD 04/04/20DO 10:04 802-878-3135 LAMOUREUX DICKIf45Qr4 PAGE 04 AM-03--20M ifs-'30 SAGLEY&CHAS'E CONSTR ( 80265W349 P, 03/03 NORTH COUNTRY LANOLAPE & pme NO. GARDEN CENTER WiLLISTON VIMMO T n5495 LANDSCAPING PROPOSAL (802) 878-7272 Fax (802) 078,0303 :�, 7 a AN fto" is IN i* rr oppo Orr. AA wRs is M nN- prMw1 NM s FWWW 0024M ee Mend PHNOM A�rY ' rr dart dm irmw ow abaft "W"W m AI 4A 1 aaYa a� wt t+r dMe 4* urn ■ raww erg ar*w. T" � wN YRsna w rids dow ■m aM .b" zhe erM�M. eft aleer*arinr rrnaal w see mgm w"R ooft ud6m ar *bPb%VW err WON. 1rr M*Sft Mr Ad i dri MMW i ewwr of sit ow A>M ow w� %Vs **A NNWM �� �MHr Wft a "16mms wise V%w 6#4 rank No all" Yau, the buys, may canal thin irw at arq Sna prior to midniot of Ut* third kainlaati day aifier tht dais of We tmm- w4ka. C■rmidbdon et wt be don,* in writing, GONTRAMOR I ROW NQ. :4ft NONE NO. Boa nA � LArR1 Gi W*- BATE OF ARTI C OATH AmwNUMA r'L _�1011 W►TE We Pmposo Hereby w furtv�h rnatWW Intl tabor - Wmpiaie in 8= 4GM with above s clfiG,etiont, for IP*"of: �rymr1'll tp M YNede M t411D'NC' NMIm Tey r+�Mwl ,vpttnce o1 arop"91" Tha ,*hove 06Cdf, speeifiratlone and eandreorn Are *4111totetory and are hereby seat W, You are AuthC— r— l d to ro P*v 'Hark 8$ 40191 . Payn1 M Will bfl mods as outlined ebovs- !thprWna.�. Owe...-.�—.�.,. �pWixa Oue_ -- erl� TOTE L P. Fri ti. 4' P-,C A s IIJAN3 �. or Pvc W1 - A Wj l PAESC M- /LNG WRAkT OR -� LOT FSP%AI:E E>dS`M S11t---ET Ylar N/IF QUAD SICE N � IAtMESS TREE LANDSCAPUNG PO4i �FICE BUK 1U�b WILLMal. VSNAW 154M Jay Q. Mk*aud pm#e6333" f LECEMO Q!.AA"Tf f=Al;tJ6L 16AME tO1 mm wN111E szr 5 ASr l_ k k EG M OWLE 2" CAL 9 Ir ,�Q,�-: A S � }E+4f� -� .= �, `.•1JW, IfAP J` 2" Cit , im ,aw %VYWW-JWtY a I/!" CAL ool;Nw- >I- M I { ULLL mw`aa !strive. Ow:,w 6u(IIJ AtIt 3 _ "MO 5IWA 2 CA_ 3g46.3d-- TD 47 lbtw or.;jdmtqrn ozw MOA! 4' - S' Tali a G 0 l vi 2S +�ut-w ffiwIZ WOO, CkAUKW.V I' w a' TO.0 04/04/2000 10:04 802-878-3135 LAMOLREUX DICKINSON PAGE 02 1 � / N _ x ' 910, y �50 fr *� all ' r f a I OL �T' dip — A LAMOUREUX & DICKINSO}. 14 Morse Drive Consulting Engineers, Inc. Essex Junction, Vermont 05452 March 30, 2000 Sarah MacCallum Planning & Zoning Assistant Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: SP-00-06 & CU-00-04 Riverside Auto Body 3 Commerce Avenue Dear Sarah: - is pM. q • , —r, Cif -D zuuu CAN Of "0. Burlington (802) 8784450 Fax (802) 878-3135 We are writing on behalf of Riverside Auto Body (c/o Bill & Linda Hanf) regarding Site Plan and Conditional Use approval for the proposed auto body shop to be located at 3 Commerce Avenue. In response to your preliminary review of our application and letter (dated 3-20-00) we provide the following: Parking Although the interior layout of the building has not been finalized, approximately 15 service bays are proposed. It must be noted that these are not typical service bays, as may be envisioned with an automotive mechanical repair or service facility (such as for oil changes, muffler, brake or other repairs). An auto body shop has substantially less turnover than a mechanical repair shop. One employee may be working between as many as three service bays while waiting to proceed to the next step in the process (such as waiting for paint to dry). It should also be noted that this building has been designed to provide indoor storage of vehicles. In addition, as we discussed, we have added a temporary outside storage area at the rear of the building. This area could be used for temporary storage of vehicles, over a period of a few days, before they are brought inside. Considering the fifteen parking spaces proposed, the capacity for indoor storage, as well as the temporary outdoor storage area, that sufficient parking and storage facilities will be available for this project. Landscaping The general contractor is obtaining an estimate from a landscaper for comparison with our cost estimates. As we discussed, if this estimate exceeds the minimum requirement of $8000, the landscaping shown on the plans would be adequate. We will forward this estimate for your review when received. Civil • Environmental • Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying I Sarah MacCallum March 30, 2000 Page 2 Conditional Use Criteria The project is located on Lot 36 of the Ethan Allen Farms Industrial Subdivision, which is located in the Mixed Industrial and Commercial District (IC). The purpose of this zoning district is to encourage industrial activity and office buildings while providing for a range of commercial uses that are compatible with industrial activity. In accordance with Section 26.05, the following addresses the criteria for evaluating the proposed conditional use: (a) The project will not adversely affect existing or planned municipal or educational facilities. The site is located within a previously approved industrial subdivision, in an area that is currently served by municipal services. This project will not affect or require educational facilities. The project is located in an area designated for industrial and commercial uses. The site is not located within the Airport Approach Zone. (b) The project is located on Lot 36 of the Ethan Allen Farms Industrial Subdivision, which is located in the Mixed Industrial and Commercial District (IC). The purpose of this zoning district is to encourage industrial activity and office buildings while providing for a range of commercial uses that are compatible with industrial activity. There are currently several other automotive repair uses in the project area along Commerce Avenue, Ethan Allen Drive and Limekiln Road. The proposed building is similar to other existing buildings along Commerce Avenue and Ethan Allen Drive. This project will not prevent or have an adverse effect upon the development of adjacent lots. (c) The estimated traffic generation from this project is consistent with the overall allocation approved for Phase 3 of the Ethan Allen Farms Industrial Subdivision. Commerce Avenue was constructed as part of the Subdivision to provide access to Phase 3. (d) The project is located on Lot 36 of the Ethan Allen Farms Industrial Subdivision, which is located in the Mixed Industrial and Commercial District (IC). The project conforms with the area, density and dimensional requirements of the IC zoning district. The proposed conditional use is consistent with the intended uses for the IC zoning district and is compatible with the project area. (e) The proposed use will not have an adverse effect upon the utilization of renewable energy resources. The project will utilize natural gas for the building systems. The project will be constructed in accordance with the Vermont Consolidated Act 250 Energy Guidelines for Typical Commercial and Industrial Buildings. Sarah MacCallum March 30, 2000 Page 3 (f) The project will not have an adverse effect upon the general public health and welfare. The project conforms with the area, density and dimensional requirements of the IC zoning district. The proposed use is consistent with the intended uses for the IC zoning district and is compatible with the project area. The project will be served by municipal water and sewer and has been designed in accordance with the Environmental Protection Rules. We have included five copies of the revised Site Plan and one reduced copy. Please call our office with any questions. Sincerely, i Andrew Rowe cc: Bill Hanf Q L000\00-014\MacCallum wpd LlGHYM TABLE LEGENDLUMNANE DLSCH1P710U1 Tr1E COhiTRACTOR SHALL NOTIFY "DICSAFE" AT I7D, wArr w¢Tr� xMx>E AREA CUTOFF Luu MOUNTED EixnwE 1-688-qG-SAFE PRIOR TO ANY EXCAVATION. _ # 10o WATT MLT11L HALDE RC MD BOLLARD FDCTUME WITH CLEAN LENS AND LOUVER N A 175 •A'R7MFTM HALIX CUTOF FIXTURE TRA EA' GROUND MOUNTED OR OILIINM'1 WOUNRL, /J - kTLRANLH GUNS N F TY(AN LO., iNC. i I M SITE: a+ \ (MOUNTAIN AM SYSTEMS) I '\ EXISTING PARK'He JOSEPH P. At SEAN P. KELLY tOtiy i ~ � I r IJ G:IUiI�Y+M1N� .-I n \ _� - _ _ .-_� _ _ _-- _ I -) _..... �-........w✓ . t � � � NSA 222 U1 I cA57N0 f0 WADE \T \\1T 5�� s'7,2. UTILTY EASE"T (GAS) ...., A —EXISTING ESE ENE LL�\. D, .. �... ` .....�-- D71L,Y EA5iLl77r (ElEG71WL) EXISTING CURBCUT _ REPULY COSTING DEPRESS® CURN NTH NEW CONCRETE CURB ISO OPEN SPACE \ // \ I {• WIDE CRUS ED 910 E ALONG 'L MOUNTEDSIGNPROPOSED BUILDING I 1\ y L 0 T 3 8 \ F •'\ re II l (. A s J Y BUILDING PIR EDGE SEE ARS Y LM S- /FT - RFl_TFR j / C` I iJ NS BY PTNEIK FM OFFAES _ SDR35 PVY: � \ � ,\ tlE51W OF DATA . PROPOSED uLaRm B ILLMRG COVERAGE 10,625 9' (26.04 SON MAMA)OwIM TOTAL LOT COVERAGE _ FRONT YARD OT22L_ 24,830 Sr (61.02) 70 14SF (30 N) - 1.,am 9' ( omo -70% W002AIN - JDN NAItlIMULY N /-A ' PE ON SPACE TOTAL AREA - 40,700 SF - 0.03 ACES _ .— SEWER \ N/F ^ 11 1 1_SHOWN ON _ FLUOR \ O BEr J,n rl: ( } , 1 SHEET 3 CF LOCA9,ROADWAY PPLAN AHD PPRROF'�ILE FOR \t\�, 14W DOOR COY6ECTW lB CL/WASURDIVISION BY 7ERDRAM TSFPARATOR \ ry - nTzPATPICC-uzmLYKINNC�LAST REVISED d11E IWa SEE M971BIG PL.ANS� EMIR IIFIML ON 1t i ACTUAL CAM AIR) DEPTH TD BF DES BY Y"S2 WR PRD�ECf DATA + I TYPICAL B' X tW -OVERHEAD DOM INTERIOR PLUMING \ /f\ W (X1HiRACiO1 PRLT C(NS7fRUCllO/. Arr I / PARKING SPACE �A \ /. PRO,ECT PARCEL - 4C,70D Sf. (0.A3 ACRES) I NEWalcYia�,n• IO' I IVALVE-MAN"TAN MINIMUM I6' �'GBMX& FABIJNDUSiMAI MRo COMMERCIAL M S HORMITAL SEPARAWW TO SEWER r F -- ' \ PR 0OSED 625 S LOC 'I EAD DOOR- 221)�ll ' (.,�.,- REM 30 R OR SIDEUME OF POWER EASEMENT' I gym--T `"""""�-"'"r""" \ I ^ rrFRcu / I rd; '),: I TAPER Cure CURN mRr I I I r P SEE DEIAL ON Fp FFE - 2220 \ I 1 TAPER END OF OWN - 5' WIDE 9UEWALK I WRIER SFRVNE - M1N141M SF7RNRE FTNAN E%INTWIG WAN I I I SEE DETML SHEET P2 t SWdN T PAVING, NEMOVk E7O5YNfi R.1ADI, 4' WIDE CRUSHED STONE ALONG Fqt BUILDING FNIRMILES I �I \l, , 1 AW CUT EDGE OF EWFNG ►AVElEIIT BACK SEWER SERVICE - MUNICIPAL SERVICE FROM EXISTING STUB BUILDING DRIP EDGE VAIN INLETSTRUCTURES. SEE BUILDING KARS / \ ~ 1 1 `� M 1 1 1 /' ^' WITH AULLSPED ASPHALA MINN" FOOT, T AND COAT BY OTHERS FELL DETALS / Fb I \I \ r ,1\ -,/ F0'0016 ELECTRIC PAD 1 I I MAN OJDOIF YAMI l ` I MA TESEMIOIE PEDESTAL \ \` I 22PX a\ 22,X76 \ IJG/T TYPICAL NE 6 12' 4Wy� 21523 LEGEND ►AVm DRIVE PARKING AREA CU IM "FI%ITURE NEW 6" IN - 216.3 MaECT PROPERTY LINE 15 1 ti 4 ' _ f\ ):I', II40`.MH . _— - AGUTINC PROPERTY LINE L J / Ww �7 Z .... ftlM ,(r J f I / 7Nt20. P •• (4\ W. !i INV :t SETBAC7(IRE Stir•11 1, EASEMENT LIVE CONCRSTORM Ie CURB (/-��' , I STORM LIFE E CA" GA9R ♦ I WITS OF Too YEAR FLOOD �-�21a75 \ \ `i1 \\ SEWER LINE E MANHOLE PLAIN ELEVATION (E EV-21B) \ 4' PVC N - 215110 \ \ \\ \ \ r PVC OUT - 2I5,--70 w WATER LINE k HYDRANT \ I \ \ RPRESERVE. REPLANT OREPLACE LUSTING EI TREE \\ \ \� \ � S'\ EJOsiIIJG CONTOUR \\ \ I \ `✓ ♦ \ \ \ \ FINISH S D CENTAUR �. LEST 3� � �� \\ \ �. �� \ 217X6D FlMSf13P0TCI.10E RIM - 217.73 \� \ THRIFTY CAR RENTAL C"�-e ELECTRIC LINE k IItAHSEDRUFVR 24' N/OUT - 2155 \ \ \ SFILLANC \ ♦ \ \� .� /+\ O el CONCRETEMONUIl HT �\\ \ N/F \ ♦ \ \ /'/♦ \ \. • PROPERTY COWER (TO BE SM \,. \\ ,(/,j Icdi�YllJriNW:p HAYBALE DAM \ \ \ \ \ \ \ FAN] PROPOSED TREE ElOS1N8 / SOLI FENCE UTILITY POLES-,-,*' O.ES- u APPROVED BY RESOLUTION OF THE DEVELOPMENT \ REVIEW BOARD OF TEE rVY4YOF SOUTH BU UNCTO". \\ CTR'7O TE REQUIRE ENTS IilZ \. or SAD RE50UjIIO 910M THIS— DAY dot• d—riptlm by SOOD c � F) WRY ZWO � 1. BOUNDARY AND FLOOD MAN INFORMATION WAS TAKEN FROM THE FOLLOAN D PLAN. 'OVERALL SITE PLAN- ETHAN ALLEN FARMS INDUSTRIAL SUBDIVISION PHASE 3. LOTS 22-4r BY FIRPATBCK-LIEMFLLMR NC. LAST REVISED OR AUGUST 4. IBM R 2. TILL AN 15 FOR 97E PLAIT PURPOSES ONLY AND IS NOT INTENDED FOR PROPERTY CONVEYANCE. eI'. .I By REVISIONS (CLERK OR CAIRMAN) TIM RAMS WIN LARK RL "OHS SHOULD OF OILY RE USED FOR 711E FUSION MOWN IELDIR 5�73 I1 SKETCH/CONCEPT CITY OF SOUTH BURUNUTON ED PRELIMINARY RECEIVED FOR RECORD A.D. 20 — FINAL 2 Ar O•C.00c MNUTFS M © RECORD DRAWING ANDRE CORD@" 11.mN ETHAN ALIEN FARMS woo6-mnt INDUSTRIAL SUBDIVISION ovRjHL APPLICANT OWNER a C­ L17CNp¢ .1 3. URUTES SHOWN ON TICS PLAN WERE OBTAINED FROM THE MONAL 91Bo1Vi9OIN h Ir, s I' •! � I) RP;I J,j :) C � I R RIVIANDE AUTO BODY JON r XNM NITER $OUTN IiIIRIdYiGTON A8R O.5IN, SITE RAN's CF DNFMOPED LOTS, AND LIMITED rGO SIRRVFYS THE FXAGT LOCA71M OF UTLnIM F EXISTING MAY VARY FROM THAT SHOWN ON THE PLAN, 411 BILL R RIVERSIDE AV UE, 2 UTHSU O , YL" RI�J);P ODE AUTO BODY qt NGICIAVENUE, RITE 7 B011ll BURINIG'ION, K 0640} //''11 REPORT ANY DOR71CiS TO 11E ENGINEER THE DONI1HtAC,OR SHALL WOIi'Y GcsME B1fULNUT04, n os{N LOT 36 LS PRIOR TO ANY EXCAVATION. • GRAPHIC SCALE 11eRIPFN LAl ,•Y �� r SITE PLAN • �t""T� IF m w w `:`♦\\' ti L /,Ii� 2-16-2K =: wo. ¢--LilIOIIRd>U7i R DICKUMN-- •` -zo' ( INMT ) ?.: SCOW -'� ConsntUng neerB Ino. T' t A••h - 20 tL �14 Mon• Orho na EFs•X ,Wnel a VE 05452 H7a-4450 rNNFa1111 EELelneeTe's-PlNanerN-SnrWeyaxr 3. URUTES SHOWN ON TICS PLAN WERE OBTAINED FROM THE MONAL 91Bo1Vi9OIN h Ir, s I' •! � I) RP;I J,j :) C � I R RIVIANDE AUTO BODY JON r XNM NITER $OUTN IiIIRIdYiGTON A8R O.5IN, SITE RAN's CF DNFMOPED LOTS, AND LIMITED rGO SIRRVFYS THE FXAGT LOCA71M OF UTLnIM F EXISTING MAY VARY FROM THAT SHOWN ON THE PLAN, 411 BILL R RIVERSIDE AV UE, 2 UTHSU O , YL" RI�J);P ODE AUTO BODY qt NGICIAVENUE, RITE 7 B011ll BURINIG'ION, K 0640} //''11 REPORT ANY DOR71CiS TO 11E ENGINEER THE DONI1HtAC,OR SHALL WOIi'Y GcsME B1fULNUT04, n os{N LOT 36 LS PRIOR TO ANY EXCAVATION. • GRAPHIC SCALE 11eRIPFN LAl ,•Y �� r SITE PLAN • �t""T� IF m w w `:`♦\\' ti L /,Ii� 2-16-2K =: wo. ¢--LilIOIIRd>U7i R DICKUMN-- •` -zo' ( INMT ) ?.: SCOW -'� ConsntUng neerB Ino. T' t A••h - 20 tL �14 Mon• Orho na EFs•X ,Wnel a VE 05452 H7a-4450 rNNFa1111 EELelneeTe's-PlNanerN-SnrWeyaxr R�-£ � F- V D a ,. ��,, A CITY OF SOUTH BURLINGTON O d - 0 6 C. 000 APPLICATION FOR SITE PLAN REVIEW c► .i�. Burlington All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Planning Commission. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) John & Joyce Belter 2 Country Club Drive South Burlington, VT 05403 863-4471 2) APPLICANT (Name, mailing address, phone and fax #) Riverside Auto Body c/o Bill Hanf 411 Riverside Avenue / Route 7 Burlington, VT 05401 862-8539 3) CONTACT PERSON (Name, mailing address, phone and fax #) Lamoureux & Dickinson Andrew Rowe 14 Morse Drive Essex Junction, VT 05452 4) PROJECT STREET ADDRESS: 3 Commerce Avenue 5) TAX MAP NUMBER (can be obtained at Assessor's Office) Tax Map 1A, Parcel 32 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 0.93 acre vacant lot within the Ethan Allen Farms Industrial Subdivision b) Proposed Uses (include description and size of each new use and existing uses to remain) Proposed automobile repair and service use (conditional use) c) Total building square footage (proposed buildings and existing buildings to remain) Proposed 10,625 sf building d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Single floor building. Building height: 19 feet at eaves, 21 feet at the peak e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees (existing and proposed) 15 employees proposed g) Other (list any other information pertinent to this application not specifically requested above) 7) LOT COVERAGE a) Building: Existing 0 % Proposed 26.1 % b) Overall (building, parking, outside storage, etc.) Existing 0 % Proposed 61.0 % c) Front Yard (along each street) Existing 0 % Proposed 30 % 8) COST ESTIMATES a) Building: $ 275,000 b) Landscaping: $ 8,040 c) Other site improvements (please list with cost) Site work (parking, drives & utilities) = $156,940 9) ESTIMATED TRAFFIC a) Average daily traffic (in and out) 50 trip ends per day b) A.M. Peak Hours (in and out) 6 peak hour trip ends c) P.M. Peak Hours (in and out) 6 peak hour trip ends 10) PEAK HOURS OF OPERATION: 8 AM - 5 PM 11) PEAK DAYS OF OPERATION: Monday - Friday 12) ESTIMATED PROJECT COMPLETION DATE: Fall 2000 13) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11 " x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT Sj(�NATURE OF CO -APPLICANT Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Planning Commission I have reviewed this site plan application and find it to be: ❑ Complete ❑ City Planner ❑ Incomplete City Planner or Designee Date CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 6, 2000 Andrew Rowe Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: Sewer Allocation, 3 Commerce Avenue (Lot #36) Dear Mr. Rowe: Please be advised that the City of South Burlington approves a 230 gpd sewer allocation for a proposed auto repair and service facility at 3 Commerce Avenue. This property is currently owned by John and Joyce Belter. This property is served by the Airport Parkway Wastewater Treatment Facility, which has sufficient capacity to handle this additional demand. If you have any questions, please give me a call. q JW/mcp JPUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review, Board will hold a nuhti, hearing at the South Bur- lington City Hall Confer- ence Room, 575 Dorset StrePI So+lth Bur;,-,gton, Vermzin on Tur—fla-, April 4, 20M at 7- Ll P NA to r-ons'der the fol- lowing. t1 Final plat application of Daniel Morrissey to amend a planned uoit de- velopment consisting of the existinn Vermont Gas building and a 38,429 square frot building for general office use and a hank with drive -through s, rppr-p, FQ ?-rid 05 Svr,tt Street The amendment con,;lsrs of amending condition -"5 of the 7 1597 approval to gx- tend by three [3) years the date by vthich the proposed internal future access drive shall be constructed 2) Application of River- side Auto Body seeking conditional use approval from Section 25 05, Con- ditional Uses of the South Burlington Zoning Regulations. Request is for permission to con• struet a 10 525 square foot building to be used for automobile repa,r 1r,1 service- 9 CommetcP Avenue 3jj Final plat applicaho, ro) John Larkin to amend a planned unit develop- ment consisting of con- structing an addition to an existing hotel buildlno and a new 71 t,00m hotel building on a site dPvei- oped with an 8° room hotel and 275 seat rPs- tanrar,t The amPrdm-aril con-lsts of 11 modrfrnu the footprint of the no-v - h tai huild'n;l. ana 21 parxing an=J land ,,-A-p-lt-y modifications i Dorset Street. 41 Final plat application of Dorset Land Com- pany Inc to amend a planned unit devel0-pp- ment consisting of a 1$4 unit congregate housino facility and a 103 unit ev- tended stay hotel in hoo 121 buildings The a m e n d men, consists of con- strucbnu 11 a 5'xt0 5 a d dltion to main hotel buildinn, 21 a 9 x32' addi- tion to main hotel build- ing and 31 two [21 add'+- tional structural element; to proposed skv bridge, 401 and 415 Dorset Street 51 AppOcation of Na- tional Gardening Asseei-' ation seekrna conditional ` use approval under Sec- tion 25 45. Cond-tional Uses of the South Bur- ` lington Zoning Reaula- tions neque5t is for eer- mission t-i-onsiruct a j handicapped acr es ramp, 1100 USet � Stre- t. Cnpies of the appl,ra- tions are available for public inspection at the South Burlington City Hall, John Dinklaue, Chairman South BurlincitGn Development Review Board March 18. 2000 ,._N1 2 1 PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, April 4, 2000, at 7:30 P.M. to consider the following: 1) Final plat application of Daniel Morrissey to amend a planned unit development consisting of the existing Vermont Gas building and a 38,428 square foot building for general office use and a bank with drive -through service, 69 and 85 Swift Street. The amendment consists of amending condition #5 of the 7/15/97 approval to extend by three (3) years the date by which the proposed internal future access drive shall be constructed. 2) Application of Riverside Auto Body seeking conditional use approval from Section 26.05, Conditional Uses of the South Burlington Zoning Regulations. Request is for permission to construct a 10,625 square foot building to be used for automobile repair and service, 3 Commerce Avenue. 3) Final plat application of John Larkin to amend a planned unit development consisting of constructing an addition to an existing hotel building and a new 71 room hotel building on a site developed with an 89 room hotel and 275 seat restaurant. The amendment consists of: 1) modifying the footprint of the new hotel building, and 2) parking and landscaping modifications, 1 Dorset Street. 4) Final plat application of Dorset Land Company, Inc. to amend a planned unit development consisting of a 184 unit congregate housing facility and a 103 unit extended stay hotel in two (2) buildings. The amendment consists of constructing: 1) a 5' x 10.5 addition to main hotel building, 2) a 9' x 32' addition to main hotel building, and 3) two (2) additonal structural elements to proposed sky bridge, 401 and 415 Dorset Street. 5) Application of National Gardening Association seeking conditional use approval under Section 26.05, Conditional Uses of the South Burlington Zoning Regulations. Request is for permission to construct a handicapped access ramp, 1100 Dorset Street. Copies of the applications are available for public inspection at the South Burlington City Hall. John Dinklage, Chairman South Burlington Development Review Board March 18, 2000 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 20, 2000 Andrew Rowe Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: SP-00-06 & CU-00-04 John & Joyce Belter, Ethan Allen Farms, Site Plan & Conditional Use Application for Auto Repair and Service Building, Riverside Autobody, 3 Commerce Ave. Dear Mr. Rowe: Please find enclosed preliminary comments on the above referenced application. The project is currently scheduled to be considered by the Development Review Board on April 4, 2000. Please be sure that someone is at this meeting to represent your application. If you have any questions, please feel free to give me a call. Sincerely, Sarah MacCallum Planning & Zoning Assistant Enclosure To: Applicants From: Sarah MacCallum, City of South Burlington RE: Project Staff Notes Date: March 20, 2000 SP-00-06 & CU-00-04 John & Joyce Belter, Ethan Allen Farms, Site Plan & Conditional Use Application for Auto Repair and Service Building, Riverside Autobody, 3 Commerce Ave. Previous Action: Final Plat Approval, Phase III of a 21 Lot Subdivision of 38+ acres, Ethan Allen Farm, Ethan Allen Drive, Planning Commission Approval on August 25, 1987 Overview: The applicant is seeking approval to construct a 10,625 square foot building for automobile repair and service on a previously undeveloped lot. Issues: ■ A report should be submitted addressing Section 26.052 (conditional use criteria) of the Zoning Ordinance. ■ The applicant should submit information on the number of bays proposed for the building in order to calculate the parking space requirements. ■ The minimum landscaping requirement is $8,000. The applicant has proposed landscaping valued at $6,307. The applicant should submit plans which include $1,693 of additional street trees. This additional landscaping should include street trees (salt resistance is a must). ■ The applicant should be made aware that the road impact fee will be $880. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the site plan and conditional use approval. Recommendation: Staff recommends that the following additional information should be submitted: 1) Number of Service Bays 2) Report Addressing Conditional Use Criteria 3) Plans Detailing Additional Landscaping and Street Trees it Riverside Auto Body c/o Bill & Linda Hanf 3 Commerce Avenue, South Burlington Lot 36 - Ethan Allen Farms Industrial Subdivision Adjoiner Name & Address John & Joyce Belter 2 Country Club Drive South Burlington, VT 05403 Berard Construction Co., Inc. P.O. Box 2039 South Burlington, VT 05407 Joseph P. & Sean P. Kelly P.O. Box 2391 South Burlington, VT 05407 Thrifty Car Rental Chip Spillane 1700 Williston Road South Burlington, VT 05403 Q \2000\00-014\abutten wpd PLANTING COST ESTIMATE - RIVERSIDE AUTOBODY LANDSCAPE ARCHITECT'S ESTIMATE OF PROBABLE CONSTRUCTION COSTS FEBRUARY 25, 2000 ITEM UNIT QUANTITY UNIT PRICE TOTAL COST LARGE DECIDUOUS TREE EACH 6 $325.00 $1,950 MEDIUM DECIDUOUS TREE EACH 1 $225.00 $225 SMALL DECIDUOUS TREE EACH 0 $135.00 $0 LARGE EVERGREEN TREE EACH 0 $110.00 $0 SMALL EVERGREEN TREE EACH 47 $85.00 $3,995 LARGE SHRUB EACH 37 $40.00 $1,480 SMALL SHRUB EACH 13 $30.00 $390 GROUND COVER EACH 0 $15.00 $0 PERRENIALS EACH 0 $1.25 $0 FINE GRADING SY 0 $0.50 $0 TOPSOIL CY 0 $13.00 $0 SEED LBS 0 $3.00 $0 HAY MULCH TON 0 $220.00 $0 HAY BALES FOR EROSION CONTROL EACH 0 $6.00 $0 TOTAL 8,040 q \gprodata\dim\plantautobody.wb3 25-Feb-00 08:58 AM Y' (406 mm) AREA( CUTOFF FLOOD ,kv"T�J �JII.�'DfaG �trT�D RUUD LIGHTING (Two) drill point Four, 1.2' (13 mm) — indications—, condu't entries 1' (26 mm) - (102 mm) I —4'(102 mm)_ —6'(152mm) SPEC M WATTAGE CATALOG ff (a) VOLTAGE (b) OPTIONS (Factory Installed) 175W MH ACW417- (1) Vie) M=120/208/240/277V T=120/277/347V 5=480V 50D=220/240V 50 Hz 8=220V 60 Hz H=2-level lighting (250w HPS) F=Fusing Q=Quartz Standby (Includes lsow quartz lamp) (non delay -relay type) -5P=External Photocell (tor 480v) -(a)P=Button Photocell 250W MH ACW425 La) Lb) 40OW MH ACW440 La) !") 250W HPS ACW525- (a) j0j 40OW HPS ACW540 La) Lb) Specify (a) Voltage, and (b) Options. Ballast Capacitor 1.25" (32 mm) —rl Ignitor �\ (Where required) 1/2" Conduit }— Entry Wall Mount Box. For surface wiring or entry Finish color; black. Housing. Seamless, die cast aluminum. Finish color; bronze ❑ 16" (406 mm) — Ballast Q Compartment Cover Patented Hinge Assembly Reflector. Prefinished semi specular diffuse & diffuse aluminum wrapper, and semi specular aluminum sides. Lamp (Included) 6 5" (165 mm) Lampholder Adjustable Backlight Shield. 0' to 30'. T Lens Frame. Die cast aluminum door frame secures lens; sealed with silicone gasket. Finish color; black. GENERAL DESCRIPTION: 60' forward throw sharp cutoff luminaire with adjustable backlight control for H.I.D. lamp, totally enclosed. Backlight shield provides precise cutoff adjustability from 0' (nadir) to 30' (house -side). Housing is seamless, die cast aluminum. Lens assembly consists of rigid aluminum frame, high impact, clear tempered glass, and backlight shield. Fixture mounts to wall with a 4" (102 mm) x 6" (152 mm) x 1.25" (32 mm) cast aluminum mounting box and gasket. Two 5/16" (8 mm) dia. threaded mounting studs are supplied with nuts and sealing washers to attach fixture to mounting box. Also provided are four threaded and closed 1/2" (13 mm) conduit entries. ELECTRICAL: Fixture includes clear, mogul base lamp; 400W MH utilizes the ED28 petite lamp. Porce- lain enclosed, 4kv rated screw shell type lamp holder with spring loaded center contact and lamp grips. Multi -tap ballast assembly consists of high power factor Constant Wattage Autotransformer ballast and capacitor. Fully encapsulated lamp ignitor included on HPS assembly. (See voltage options). 2-Level Lighting available for 25OW HPS. FINISH: Exclusive DeltaGuardT11 finish features an E-coat epoxy primer with medium bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degrada- tion and abrasion. The finish is covered by our 7 year limited warranty. LABELS: ANSI lamp wattage label supplied, visible during relamping UL Listed for wet locations and enclosure classified IP54 per IEC 529; in Canada, CSA Certified or Canadian UL Listed for wet locations. ACCESSORIES: FWG-16 = Wire Guard %-LLP1LLI'MJ f L,%I 1 We V*DUND BOLLARC SPEC. N WATTAGE CATALOG N (a) VOLTAGE f 13W Fluor. HC213-1 j°) 2=277V (For Fluor. & 35W HPS) ^'1 50W MH HC405-D ('I 500=220/240V 50 HZ 70W MH HC407-D (') (6) (For IOOW MH & 50.100W HPS) /) — 100W MH HC410-D (') (°) 54=240V 50 HZ (For Fluor.) 35W HPS HC503-1 (a) l°)°t 58=220V 50 HZ (For Fluor.) — M=120/208/240/277V 50W HPS HC505 D') °) (For 70,1OOW MH & 70. 1OOWHPS 70W HPS HC507-D (') (') T=120/277/347V 10OW HPS HC510-D �') (b) (For 70 V00W HPS) (a) For voltage other than standard, replace -1 or .0 wM appropriate suffix NOTE: In Canada, 70 & 10OW HPS (°) Specify options standard with Tri-lap Ballast RUUD LIGHTING- (b) OPTIONS (Factory Installed) A=1800 Shielded Clear Lens F=Fusing J =Tamperproof Lens Fasteners P=Photocell (single voltage ballast supplied) {-08.87" (225 mm) I Painted — } ,,,--internally t Bronze Top Specular Upper Clear Reflector 5.5" (140 mm) Polycarbonate Lens Die Cast Aluminum Lens Main Collector Retaining Ring. Reflector With double silicone gasket. Finish color; bronze. Lamp (Included) 36" (914 mm) Lampholder Ignitor Ballast (Where required) Capacitor Epoxy Coated Steel Frame Housing. Extruded aluminum Base Plate. Finish color; bronze. Die cast aluminum Conduit Entry o Galvanized Steel Anchor Bolts 1 3/8" (10mm)-16" (406mm) x 6" (152mm) _ +1.25" (32mm) GENERAL DESCRIPTION: Extruded aluminum housing supplied internally v� ith a formed and channeled 16 gauge steel frame Supports the electrical components and main reflector. Housing fastens to a die cast aluminum base with four 1/4" (6 mm)-20 phillips flat head screws. Base is secured to concrete footing using provided masonite template and three 3/8" (10 mm) x 6" (152 mm) galvanized steel anchor bolts with le\.eling nuts and washers. Suggested poured base- 2' (610 mm) deep x 12" (305 mm) dia., depending on soil types and frost line in your area. A 3" (76 mm) dia. conduit opening is provided in the base for ease of wiring. Injection molded clear polycarbonate lens with specular collecting reflector attaches to the top of the housing with an over -lapping die cast aluminum retaining ring, held by two stainless steel alien flat head fasteners Two silicone lens seals prevent moisture from entering the lens, while a double lip silicone seal at the top of the reflector and sealed lampholder prevent insects, dirt and moisture from entering the optical chamber. U.S. Patent r 5,105,347. ELECTRICAL: Fluorescent bollard includes a quad PL-13 fluorescent lamp and 120V High Power Factor Fluorescent ballast. Ballast minimum starting temperature is -5°F (-20°C). HID bollards include a clear, medium base lamp and porcelain enclosed, 4kv rated screw shell type lampholder with spring loaded center contact. 35W HPS consists of a 120V high power factor Reactor ballast. Most other HPS & MH wattages include a dual -tap (in U.S.: I20/277V; in Canada: 50W MH & HPS=120/277V; 70 & 100%V MH =1 20,/347V) high power factor, High Reactance ballast. In Canada, 70 & 10OW HPS standard with Tri-tap Ballast (1 20/277/347V). (See voltage options). FINISH: Exclusive DeltaGuarCIT`i finish features an E-coat epoxy primer with medium bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7 year limited warranty. LABELS: ANSI lamp wattage label supplied, visible during relamping. UL Listed for wet locations and enclo- sure classified IP54 per IEC 529; in Canada, CSA Certified or Canadian UL Listed for wet locations. ACCESSORIES: HCL = Louver, TPS-1 = Tamperproof Screwdriver Sf CU RITY/LANDSCAPE Af-ESSORI ES SPEC. # CATALOG# DESCRIPTION USE WITH DB-9 Deep Baffle NS Series 1 ESB-7 Surface Mounting Box E Series ESB-7'P ( specityyoitage) Surface Mounting Box w/Photocell E Series FWG-9 Wire Guard NS Series HCL Louver HC, HCD Series MN8.1 Mounting Box NS Series MNB-2 Mounting Box w/Stake, Cord & Plug NS Series MNH-2 Conduit Slipfitter NS Series _ PAS-7 Pole Mounting Bracket E Series TPS-1 _- Tamperproof Screwdriver ALL DB-9 Deep Baffle Fabricated of .063" (2 mm) thick aluminum. DeltaGuardT" finish supplied with medium bronze, acrylic powder topcoat. Allows precise control of light direction while maintaining full side cutoff. Attaches to lens frame and secures with ft6-32 x .25" (6 mm) long phillips head, black stainless steel screws. Depth Dimension: 3.5" (89 mm). ESB-7 Surface Mounting Box Cast aluminum box for use where surface wiring is required. DeltaGuardT" finish supplied with medium bronze acrylic powder topcoat. Provided with five threaded and closed 1/2" (13 mm) l� conduit entries. Depth dimension: 1.25" (32 mm). ESB-7•P Surface Mounting Box with Photocell _ y Utilizes the same surface box as described above, with the addition of a bi-metallic type photocell, automaucall} turning n\ture on at dusk, orf at dawn. `Specify voltage FWG-9 Wire Guard Steel Wire Guard for use in high vandalism areas. Depth Dimension: 1 .46" (37 mm) RUUD LIGHTING y \� J D depth ------7— ------------ YO( 10UNT I BULLETIN LCF4 RECTANGULAR CUTOFF FLOOD SPEC. N WATTAGE CATALOG # (a) VOLTAGE (b) OPTIONS (Factory Installed) 50W MH LCF4405-D b 1 .120VReactor bWbg -(a)F=Fusing , • `' 70W MH LCF4407-D b "SD-uawnrsl 2 , 277V ballast J=Tamperproof Lens Fasteners 100W MH LCF4410-D b 3-209Vbaltast -(a)P=Button Photocell ? 175W MH LCF4417-M b 4.240VbaW 5 - 4EOV beAast -5P=Extemal Photocell tfor4wh 35W HPS LCF4503-1 b VMV MH & 70-ISM WS only) 50W HPS LCF4505-D b 6.347VballutP-onm ` 70W HPS LCF4507-M b D a 12OWVtnllast ::..•.'.,,v:< 100W HPS LCF4510 M b ) M - 0wd•wlt balast (1-----M ,�' rj0-1=„rL*i :... is?�� `:::',^ is •..:� 15OW HPS LCF4515-M(b) T-Tri"ItbWbd(12armnah 5, '`���?'�* Spec' a Volta e, and b 0 lions. pa-175w IRI i 70-150M IIS ONr) Die RU'UD Aluminum Housing — sing Finish color -bronze. Dimensions L I G H T I (lens frame closed): 9.25' (235 mm)W x ^/�' ` 72ou Ki c, 1' 1W lam% 16' (406 mm)L x 5.1' (130 mm)D Poe- Ignitor— (Where required) t [ant _ `71L-j N Capacitor— sa• - o— ` 0 R Typs Q (�1 :0• Jo 74r I, 04L!Wa441000'lo,p 0—d w. ` 0—D�Typ —Pulse -Rated Porcelain Lampholder — H.I.D. Lamp (Included) —Reflector Prefinished semi-specular diffuse aluminum. High Power Factor Ballast Patented Internal Hinge Assembly —Lens Frame Die cast aluminum door �- - -- frame; sealed with silicone gasket. Finish color -black. Yoke Mount - Yoke Mount Bracket Side View Finish color -bronze. 2 06' (52 mm) (See side view) i _ 3.25'_ (83 mm) ' Cord - Tempered Captive Lens Screw 36' (914 mm) Glass Lens Black stainless steel. long with silicone seal. GENERAL DESCRIPTION: Sharp cutoff luminaire for H.I.D. lamp, totally enclosed. Housing is seamless, die cast aluminum. Yoke mounting is hinged steel bracket measuring 5" (127 mm) wide by 2.5" (64 mm) high, which allows vertical tilt of fixture and double locks in 5' increments from 0' to 90' above horizontal. Bracket attaches to housing with two 5/16" (8 mm)-18 stainless steel bolts. Bracket bolts are supplied with sealing washer to prevent water leakage. A 36" (914 mm) flexible cord is provided for electrical connection. Lens assembly consists of rigid aluminum frame and high impact, clear tempered glass. ELECTRICAL: Fixture includes clear, medium base lamp. Pulse -rated porcelain enclosed, 4kv rated screw shell type lamp holder. All ballast assemblies are high power factor and consist of the following: 50-100W MH & 50W HPS: Dual -volt (in U.S.: 120/277V; in Canada: 50W MH & 50W HPS=120/277V, 70 & 100W MH=120/277/347V) High Reactance ballast. 175W MH: Constant Wattage Autotransformer, see voltage options. 35W HPS: 120V Reactor ballast. 70-15OW HPS: High Reactance ballast, see voltage options. FINISH: Exclusive DeltaGuard' finish features an E-coat epoxy primer with medium bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our 7-year limited warranty. LABELS: ANSI lamp wattage label supplied, visible during relamping. UL Listed for wet locations and enclosure classified IP54 per IEC 529; in Canada, CSA Certified or Canadian UL Listed for wet locations. ACCESSORIES: WG-L = Wire Guard, LS-L = Polycarbonate Vandal Shield, PGM-1 = Ground Mount Post, TPS-1 = Tamperproof Screwdriver. LAMOUREUX & DICKINSON 14 Morse Drive Consulting Engineers, Inc. Essex )unction, Vermont 05452 March 1, 2000 Raymond J. Belair Administrative Officer Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Lot 36 - Ethan Allen Farms Industrial Subdivision 3 Commerce Avenue, South Burlington Dear Ray: (802) 878-4450 Fax (802) 878-3135 We are writing on behalf of Riverside Auto Body (c/o Bill & Linda Hanf) in regards to the development of Lot 36 of the Ethan Allen Farms Industrial Subdivision. This pre-existing undeveloped 0.93 acre lot is located on the westerly side of Commerce Avenue in the City of South Burlington. We are requesting your review of the enclosed applications, and placement on the Development Review Board agenda for Site Plan and Conditional Use approval. The project is located within the Mixed Industrial and Commercial District (IC). The project proposes a 10,625 sf auto body repair shop, a conditional use within the IC District. The majority of the parking will be located at the rear of the building. The office portion of the building will be located at the front of the building. A drive leading to the overhead door in the front of the building will enable vehicles to be brought inside for estimates during poor weather. Exterior lighting is proposed for security purposes. Lights include building mounted cutoff fixtures, and bollard fixtures along the sidewalk leading into the office area. The bollard fixtures will have louvers to direct light downward. A proposed sign will be located on the front of the building to the right of the overhead door. A single light fixture is proposed for the building mounted sign. The fixture will be located on the ground and aimed at the face of the building (not directed skyward). We have enclosed cut sheets of the all of the proposed light fixtures. We have enclosed the following for your review: • Five copies and one reduced copy of the Site Plan and detail sheet; • Site Plan Review & Conditional Use applications; • Fee of $145 ($60 - Site Plan, $85 - Conditional Use) • Landscaping cost estimate; • Lighting cut sheets. Please call our office with any questions. Sincerely, Andrew Rowe cc: Bill Hanf Civil • Environmental • Transportation • Planning • Landscape Architecture • Hydrogeology 9 Land Surveying APPLICATION NUMBERS �- 06 - O 6- C CA - U O - G 14 Application Received: 3 ��/ U Telephone Number: � Owner's Name & Address: c.1..,-t c e t� Telephone #: Consultant:„�,� ,ems •� SUBDIVISIONS Sketch Plan Review Date: Action: Prelim Public Hearing Date: Action: Final Public Hearing Date: Action: SITE PLANS Preliminary Review Date: �ZLl!'O O?� Action: Final Review Date: Action: �! OTHER REVIEW Type: C. u y��Q?� Date Reviewed: Action: Notice to newspaper: Faxed: LEGAL NOTICES Published: Notice sent to abutters/across street owners: Decision notice sent to applicant on: To parties: Plans signed on: DECISION Must be appealed by: Fees paid on: Amount: :_ NJA IF4,11,15W _ l State of Vermont T f iY Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation March 9, 2000 John & Joyce Belter 2 Country Club Drive South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Junction Regional Office 111 West Street Essex Junction, VT 05452 (802)879-5656 Subject: WW-4-1383, Riverside Auto Body -- Lot 36 construct 10,625sf auto body repair shop w/15 employees floor drains for washwater/runoff mun w/s 230gpd located on Commerce Avenue in South Burlington, Vermont Dear Applicant: We have received your application and fee paid by check #0109 on March 6, 2000, which begins the 30 day in-house performance standards for our review. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office at (802) 879-5656. We have forwarded your application to the Information Specialist, who will send you a Project Review Sheet indicating other state departments you should contact about additional permits you may need. If you have not already done so, you should also check with town officials about any necessary town permits. Sincerely, Irene L. Roberge DEC Regional Office Coord. City of South Burlington Planning Commission Leonard Lamoureux TDD 1-800-253-0191 100% Processed Chlorine Free Regional Offices - Barre/Essex Jct/Pittsford/RutlandSpnngfield/St Johnsbury 14 Morse Drive Essex Junction, Vermont 05452 LAMOUREUX & DICKINSOIV Consulting Engineers, Inc. February 28, 2000 Raymond J. Belair Administrative Officer Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Lot 36 - Ethan Allen Farms Industrial Subdivision 3 Commerce Avenue, South Burlington Dear Ray: (802) 878-4450 Fax (802) 878-3135 We are writing on behalf of Riverside Auto Body (c/o Bill & Linda Hanf) in regards to the development of Lot 36 of the Ethan Allen Farms Industrial Subdivision. This undeveloped 0.93 acre lot is located on the westerly side of Commerce Avenue in the City of South Burlington. A 10,625 sf auto body repair shop is proposed. When the Ethan Allen Farms Industrial Subdivision was originally approved, sewage and water allocation was granted by the City to serve the proposed lots. State Subdivision Permit EC-4-1183-1 (see enclosed) approved the municipal water and sewage allocation for Phase III. Lot 36 is included in this approval. Commerce Avenue, including the municipal water and sewer collection systems were constructed by John Belter to serve these lots. We are currently preparing applications for submittal on this project (Land Use Permit, State Water Supply and Wastewater Disposal Permit, City Site Plan and Conditional Use). On past projects on Commerce Avenue, the Regional Engineer has requested a letter from the City stating their ability to provide water and sewer service for this project, even though allocation has been previously granted. An updated letter is necessary to verify that allocation still available and has not been rescinded. The proposed design flow for this project is 230 GPD, which is summarized below: 15 employees x 15 GPD/employee x 0.80* = 180 GPD Floor drains = 50 GPD Total design flow = 230 GPD * 20% reduction allowed for connection to municipal collection system and use of low flow fixtures Floor drains have been proposed primarily to collect run off from rain, snow and ice that is brought in on vehicles. Occasionally a vehicle will be washed inside the building. Therefore, we have based the daily design flow for the floor drain upon an average car wash (5 GPM x 10 minutes = 50 gallons). A oil/water separator will be installed between the floor drains and sewer service. Civil • Environmental • Transportation • Planning • Landscape Architecture • Hydrogeology • Land Surveying Raymond J. Belair February 28, 2000 Page 2 We anticipate submitting our application to the City at the end of this week. However, we would appreciate a letter stating the ability of the City to provide sewer service for this project as soon as possible so that we may submit other applications concurrently. Please call this office with any questions. Sincerely, Andrew Rowe cc: Bill & Linda Hanf Q \2000\00-014\SEWER WPD 02129/2000 12:59 802-878-3135 LAMOLREUX DICKINSSON LAMOUREUX & DICKINSON Consulting Engineers, Inc. 14 Marse .Drive Essex Junction, VT 05452 Z'eL (802) 878-4454 Fax (802) 878-313S landeng@together.net ' " "klllSails Wct113nda Lani3AmpeA reel TRANSMITTAL ❑ Mail 04ax ZI Hand carried C7 To be picked up ❑ Courier serviQe PAGE 01 TO: Ray Belair FROM: Andy Lowe ADDRESS: DATE: February 29, 2000 FAX NO.: 846-4101 RE: PROJECT NAME: Riverside Auto Body / 3 Commerce Avenue / Lot 36 PROJECT: 00014 COPIES DATE SWEET DESCRIPTION Prints 1 Sewer letter for Lots 31 &32 (5-4-99) Shop drawings 1 Sewer allocation for Subdivision (6-8-88) P� X Copy of letter Change order Ray - as you requested, I have enclosed the letter that .toe provided last year on Lots 31 & 32, The allocation was granted for the Subdivision in 1988 (see letter from Bill Szymanski). As stated in the letter I gave you this morning, the State requests are updated letter to verify capacity is still available and has not expired or been rescinded. Please call our office with any questions. spedfic*ions DISK For your review For your use For comment x As requesiea F.Y.1. Bid Doruments Signature: Andy COPY TO: ❑ Administmdve copy revised 2/499 C Project file copy Q• TR ANSWT WPD 02/29/2000 12:59 802-87( '135 LAMOUREUX DICKIp ' PAGE 03 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) W-4101 May 4, 1999 Andrew Rowe Lamoureux & Dickinson 14 Morse Drive Essex Junction, Vermont 05452 Re: Sewer Allocation, 19-25 Commerce Avenue Dear Mr. Rowe: MAY 0 6 1999 Please be advised that the City of South Burlington approves 300 gpd of sewer allocation for a 10.000 square foot building at 19.25 Commerce Avenue (lots #31 & 32) on property owned by John & Joyce Belter This property is served by the Airport Parkway Wastewater Treatment Facility which has sufficient capacity to handle this additional demand. If you have any questions, please give me a call JWlmcp 02i29/2000 12:59 802-8f 135 LAMOUPELU; DIOKI( PAGE 6'2 City of South Burlington 573 DORSET STRW SOUTH BURUNGTON, VERMONT 0501 TEL I=) 6W7953 June 8, 1988 District Environmetita.l offices District 44 11l West street Essex Junction, Vermont 05452 Attn: Jeff Green Re: John Belter Project Commercial Lots Ethan Allen Drive South Burlington, VT Dear Jeff: 0FRCE OF C" MANAGER WILT MA 1. SZYMANSKI Tha above referenced project will be served by Lhe municipai sewer system. The estimated usage of 5,5CQ gallons per day can be supplied by the city system. The sewage will be treated at the Airport Parkway Plant which has sufficient reserve capacity to treat this estimated flow. Very your , William J. Szyiariski City Manager WJS /b cc: Lance Llewellyn ill i .D zuf. C 3ivision Permit - ' , 7.- vies LAWS/REGULATIONS INVOLVED CASE NO. EC-4-1183-1 Chapter 3, Subdivisions APPLICANT John and Joyce Belter ADDRESS 2 Country Club Drive South Burlington, VT 05403 This project, consisting of amending Subdivision Permit EC-4- 1183 from eight lots with on -site sewage disposal to 21 commercial lots identified as Lots 22 through 42 of the Ethan Allen Farms Industrial Subdivision (Phase 3) utilizing the municipal treatment facility located off Ethan Allen Drive in the City of South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions. This Permit does not constitute Act 250 approval under Case Number 4C0643-3A. GENERAL (1) This permit does not relieve you, as applicant, from obtaining all approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Labor and Industry (phone 828-2106), the Vermont Department of Health (phone 863-7220), and local officials PRIOR to proceeding with this project. (2) The project shall be completed as shown on the plans Project Number 87018 : SHEET TITLE DATE LAST REVISION DATE 1 of 9 Overall Site Plan Feb. 1987 May 26, 1988 3 of 9 Roadway Plan & Profile March 1987 June 1988 4 of 9 Roadway Plan & Profile March 1987 May 1988 5 of 9 Pump Station Details May 1988 6 of 9 Miscellaneous Details March 1987 June 9, 1988 7 of 9 Typical Details March 1987 August 1987 (for trench detail only) 8 of 9 Typical Details March 1987 June 1988 Prepared by FitzPatrick-Llewellyn, Inc. and which have been stamped "approved" by the Division of Protection. The project shall not deviate from the approved plans without prior written approval from the Division of Protection. (3) Each prospective purchaser of each lot shall be shown a copy of the approved plot plan and this Subdivision Permit prior to conveyance of the lot. (4) This permit shall supercLde Subdivision Permit No. EC-4-1183 dated December 4, 1987, thereby rendering it null and void. (5) A copy of the approved plans and this Permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. (6) 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). (7) This project has been reviewed and the sewer and water line extensions approved for the proposed 21 lot commercial subdivision. No construction on any lot is authorized until complete and satisfactory plans for each lot has been received and approved by the Agency. Approval will not be granted unless each proposal conforms to the applicable laws and regulations. 1/ 20 \ a _ Page 2�__ WATER SUPPLY I (8) The project is approved for water supply by construction and utilization of the municipal water service depicted on the approved plans. No other means of obtaining potable water shall be allowed with prior review and approval by the Division of Protection. (9) The water main extension is approved provided the water main extension is constructed in strict accordance with the Department of Health's "Letter of Approval" to John Belter, dated October 6, 1987. SEWAGE DISPOSAL (10) The project is approved for wastewater disposal by connection to the South Burlington municipal sewer system. No other method of wastewater disposal shall be allowed without prior review and approval by the Division of Protection, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. (11) The subdivision consists of 21 lots and is approved for connection to the South Burlington Airport Parkway wastewater treatment facility for a maximum of '664A3- &L1ons_a of sewage per day. (12) A professional engineer, registered in the State of Vermont, is to generally supervise the construction of the sanitary sewer line extensions and, upon completion of construction, the supervising engineer is to submit to the Protection Division a written certification stating all construction has been completed in accordance with the stamped approved plans. The engineer's certification is to be submitted to the Division prior to the occupancy of any unit and the certification shall include, but not be limited to, the numerical results of all leakage testing performed on each segment of the sanitary sewer extension and all manholes, pump stations and force main as described in Appendix A, of the Environmental Protection Rules. (13) In addition to Condition No. 10 above, the supervising engineer shall provide a plan view of the sewer force main identifying each high point in the force main and final location of each air relief manhole. The engineer shall further certify that the proposed drop manhole has been constructed to provide a minimum inside diameter of 5 feet. PLUMBING - (14) Prior to commencement of construction of the building(s), the applicant must submit to the Division one set of interior plumbing floor plans which match the exterior water and sewer services. Patrick A. Parenteau, Commissioner Department of Environmental Conservation By Z�frsorA` u�— Ernest P. Christianson Regional Engineer Dated at Essex Jct., Vermont this day of 1988. cc: Donald Robisky City of South Burlington Louis Borie Dept. of Health Dept. of Labor and Industry FitzPatrick-Llewellyn, Inc. r I MEMORANDUM To: South Burlington Development Review Board From: South Burlington Fire Department Re: February 15, 2000 agenda items Date: March 24, 2000 1) John & Joyce Belter Ethan Allen Farms Site plan & Condition Use application for Auto Repair and Service Building, Riverside Autobody, 3 Commerce Avenue Building should be sprinklered 2) National Gardening Association Approved PUD, Wright & Morrissey Realty Company, 60 Farrell Street Building should be sprinklered MEMORANDUM To: Applicants/Project Files From: William I Szymanski, South Burlington City Engineer Re: Comments, April 4, 2000 agenda items Date: March 17, 2000 WRIGHT & MORRISSEY REALTY CORPORATION - JOY DRIVE 1. Water Department must review the water service to the new building. 2. It may be an advantage to have a connection between the two parking lots especially in an emergency. The fire hydrant to serve the building is in the rear (west). ETHAN ALLEN FARMS - INDUSTRIAL SUBDIVISION - LOT 36 - RIVERSIDE AUTO BODY - COMMERCE AVENUE 1. Removed curb at entrance drive shall be replaced with a concrete depressed curb. 2. Water shutoff valve shall be placed 6 inches from the property line. 3. Sanitary sewer pipe shall be bedded in 3/4 inch crushed stone only. 4. Concrete curb detail should include a depressed curb detail. SWIFT STREET P.U.D. - DRIVE CONNECTING LOT 62 TO LOT 85 Unless there is a need for additional parking at either office, I have no to delaying the construction of the connecting drive. HOWARD JOHNSON - PHASE I - DORSET STREET - WILLISTON ROAD Site plan dated 7/13/99 prepared by Llewellyn - Howley Engineers, is acceptable. l I CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 31, 2000 Andy Rowe Lamoureux & Dickinson 14 Morse Drive Essex Junction, VT 05452 Re: Riverside Auto Body, Conditional Use & Site Plan Applications, 3 Commerce Avenue Dear Mr. Rowe: Enclosed is the agenda for next Tuesday's Development Review Board meeting and comments from City Engineer Bill Szymanski, the Fire Department and myself. Please be sure someone is present on Tuesday, April 4, 2000 at 7:30 p.m. to represent your request. If you have any questions, please give me a call. Sincerely, i Sarah MacCallum, Planning & Zor_---.- ^-ssistant SM/mcp Encls C 10) HOWARD JOHNSON'S-1 DORSET STREET— SIGN DESIGN REVIEW APPLICATION This project consists of removing the current Howard Johnson sign and replacing it with an internally lit, 32 square foot freestanding sign. The proposed sign consists of two internally lit luxan panels supported by two steel posts with wood facing (total width of six inches). The posts are embedded in a dry -laid field stone planter to be located where the current Howard Johnson's sign is now. The overall height of the sign is ten feet. The City Center Design Review Committee reviewed this proposal at their 3/27/00 meeting. The Committee approved the sign design, but requested that the applicant submit a material sample of the "imitation gold" proposed for the sign for the Development Review Board to consider the sign's compliance with Section 19(e) of the South Burlington Sign Ordinance. The Design Review Committee would like the Development Review Board to issue a decision as to whether the proposed gold coloring should be considered a "dark color" and therefore complies with the requirement of Section 19(e). 11) & 12) RIVERSIDE AUTOBODY, SITE PLAN & CONDITIONAL USE APPLICATION FOR AUTO REPAIR AND SERVICE BUILDING, ETHAN ALLEN FARMS, 3 COMMERCE AVENUE This project consists of a conditional use application under Section 26.05, Conditional Uses of the South Burlington Zoning Regulations and a site plan application to construct a 10,625 square foot building to be used for automobile repair and service. Site Plan Criteria: Access/circulation: Access is to be provided via a 20 foot curb cut on Commerce Avenue and a 15 foot wide access drive. Circulation on the site is adequate. Coverage/setbacks: The proposed building coverage will be 26.1 percent (30% maximum). Overall lot coverage will be 61 percent (70% maximum). The proposed front yard coverage will be the maximum of 30 percent (30% maximum). All setbacks are being met. LandscapLmy The minimum landscaping requirement is $8,000 based on building costs. The applicant, according to staff calculations, has proposed landscaping valued at $6,307. The applicant will submit a contractor estimate for comparison with staffs estimate. It is staff recommendation that the applicant should submit plans which include $1,693 of additional landscaping. This additional landscaping should include street trees and an evergreen buffer along eastern side of the parking lot which borders the C.O. District. 7 Lighting: Cut sheets have been submitted. All lights must be downwardly shielded and approved by the Director of Planning and Zoning. Proposed lighting consistsof: -four (4) 175-watt building mounted lights with downcasting shielded -fixtures -two (2) 100 watt metal halide round Bollard fixture with clean lens & louvers -one (1) 175 watt metal halide cutoff fixture tube ground -mounted Parking: The required number of parking spaces is two per service bay. This is a policy that has developed from other municipal zoning_ ordinances. The applicant has proposed 15 bays and therefore should provide 30- parking spaces. The applicant wishes to provide 15 parking spaces and request a waiver for 15 of the required parking spaces (please see enclosed letter from Andrew Rowe, project engineer, dated March 30, 2000j. A bike rack is being provided. If the Board wishes to grant a waiver, it is recommended that the Board stipulate, as a condition of approval, that parking can only be in designated parking spaces and that no cars be stored outside. Sewer: The sewer allocation requested for this development is 230 gpd. The applicant will be required to pay the per gallon fee prior to permit issuance. Traffic: The subdivision of which this lot was a part, required that each lot contribute towards the improvements of the Ethan Allen Drive / Shamrock Road / Airport Parkway intersection. This impact fee is $880 per lot. C.O. District: The C.O. District and the floodplain have been delineated and avoided. Sidewalk: The subdivision approval, which included this lot, required that the developer either contribute $15 per linear frontage foot or build the sidewalk along the frontage. Staff recommends that the developer pay the fee. All other developed lots in this subdivision have paid the fees. Dumflsters: The dumpster should be screened from lot #35. Conditional Use Criteria: The proposed use complies with the stated purpose of the Mixed Industrial/Commercial District to encourage "a range of individual commercial uses ... that will serve adjacent area and/or the traveling public and that will be mutually compatible with industrial activity" (please also see enclosed letter from Andrew Rowe, project engineer, dated March 30, 2000). The proposed use will not adversely affect: a) the capacity of existing or planned community facilities. No affect expected. b) the character of the area affected. The proposed structure will be located outside of the C.O. District. c) traffic on roads or highways in the vicinity. The proposed use is not expected to impact traffic. d) bylaws in effect. The proposal is in conformance with the zoning regulations. e) utilization of renewable energy resources. There is no utilization of renewable energy resources to be affected. f) general public health and welfare. No adverse affect expected.