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Home My WebLink AboutBATCH - Supplemental - 0354 Dorset Streetsouth P L A N N April 18, 2013 Re: #DR-13-01 Dear Applicant: I N G Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval. If you have any questions, please contact me. Si&cey, aymond J. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 5273 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Permit Number DR- - d (office use only) APPLICATION FOR DESIGN REVIEW (NON -SIGN) All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Design Review Committee and Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Champlain Oil Company, Inc., P.O. Box 2126, So. Burlington, VT 05407 P:864-5380 F:864-0535 2) APPLICANT (Name, mailing address, phone and fax #) Champlain Oil Company, Inc., P.O. Box 2126, So. Burlington, VT 05407 P:864-5380 F•864-0535 3) CONTACT PERSON (Name, mailing address, phone and fax #) Matt Wamsganz P.O. Box 2126, So. Burlington, VT 05407 P:864-5380 F•864-0535 3a) CONTACT EMAIL ADDRESS mwamsganz(a,champlainoil.com 4) PROJECT STREET ADDRESS: 354 Dorset Street 5) TAX PARCEL ID # (can be obtained at Assessor's Office) 0570 00354C 6) PROJECT DESCRIPTION a) General project description (explain what you want approval for): Remove canopy over entrance door and old sign frame because of structural failure 9) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. `j _.. C - SIGNA URE OF APPLICANT SIGNATU E OF AROPERTY OWNER Do not write below this line DATE OF SUBMISSION: J14&3 I have reviewed this sketch plan application and find it to be: Complete Incomplete -2li7/l3 Officer ' Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Design Review Application Form. Rev. 12-2011 INFILL RECTANGULAR HOLE LEFT FROM CANOPY REMOVAL WITH METAL STRIP (MATCHING EXISTING) OR BRICK REMOVE EXISTING CANOPY zz w w U z� (J) w X oC w p Q � O w uw w tL CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 1st day of March, 2013, a copy of the foregoing public notice for Exterior Modifications [type of application] #DR-13-01 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Dorset Holdings, Inc. c/o Charles Deslauries 1 Church St. Burlington, VT 05401 Dawson Dorset St. Properties, LLC 399 Barber Rd. St. George, VT 05482 Timberlake Associates, LLP 32 San Remo Dr. So. Burlington, VT 05403 So. Burlington Realty Co., LLC 85 Shunpike Rd. Williston, VT 05495 Neil & Barbara Shepard 31 Pine Meadow Dr. Colchester, VT 05446 Besaw LLC 22 Aster Ln. Williston, VT 05495 Dated at So. Burlington [town/city], Vermont, this 1st day of March, 2013. Printed Name: Matt Wamsganz, Champlain Oil Company, Inc. Phone number and email: 864-5380 x224 mwams anz charn lainoil.com Signature: 1 1. 1 2- 1-4 Date: 3-1-13 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Message Paul Wamsganz Aaae 1 of 2 k,��-� From: Thomas DiPietro [sbpwtjd@adelphia.net] 3.1 " toll" Sent: Wednesday, November 01, 2006 3:33 PM To: Paul Wamsganz) '✓C—/'t. Cc: gdow@pshift.com �, I �(12 5 64tQ1evk_ Subject: RE: vehicle washing Paul, I spoke with George (copied onto this email) about your proposal to connect a small area of the parking lot to the municipal wastewater system and send the vehicle washwater to the wastewater treatment plant. George indicated that this solution would be feasible. However, in order to fully evaluate this solution we will need the following: • Provide an estimate of the water that will be flowing to the plant (this includes the stormwater and washwater. You can use the average annual precipitation x surface area flowing to the CB connected to the municipal system for the stormwater volume. For the washwater volume you'll need to estimate the average amount of water used per vehicle wash x the number of vehicles washed in a year). . Meet with George and Julie -Beth Hinds to discuss a wastewater allocation for this volume of water. There will be a fee associated with this allocation. • Provide a sketch showing the improvements that will be made at the site. • Provide a timeline of when these improvements will occur. If you have any questions, please call 'me at 658-7961 x108. -Tom From: Paul Wamsganz[mailto:pamsganz@champlainoil.com] Sent: Wednesday, October 25, 2006 11:55 AM To: Thomas DiPietro Subject: RE: vehicle washing Tom, Will you let me know if and when I should put my proposal in writing and Thanks, Paul -----Original Message ----- From: Thomas DiPietro [mailto:sbpwtjd@adelphia.net] Sent: Tuesday, October 24, 2006 11:03 AM To: Paul Wamsganz Subject: vehicle washing Hi Paul, Thank you for taking the time to meet with me this morning to discuss the illicit discharge (vehicle washing) that is occurring at the COCo facility on San Remo Drive. I spoke with Jim Pease at ANR briefly about requirements I have under the MS4 permit to find and eliminate illicit discharges. It does not appear that there will be a problem if the fix is not implemented within 30 days, however, the permit requires that I show progress is made towards a solution once an illicit discharge is discovered. Thus, I think we are within the permit requirements if we continue to move forward on a timeline that would implement the collection system you described this morning by spring/early summer 2007. 1 left a message with George 11/6/2006 Light Duty Grit/Oil Separator 1000 Gallon - Seamless (1 OOOSTLGOS) Total Weight : 9,340 lbs 3"3 20" Diameter Polylok Riser LL 20" Diameter 5'-4 I Polylok Riser rr 3" 3" 20" Diameter Polylok Riser Polylok Pipe Polylok Riser 0' Seals (Typical) Inlet 561, Cast -in Rei 3.5" Plan 20" Diameter 4'1 Polylok Riser 11-8' 4" PVC nlet Tee I PVC Outlet 4'-11.5" Baffle By Others 4'-1.5" 'sing Rib " 2' -0 6" 7'-9" Section 3" Polylok Pipe Seals (Typical) 4" Outlet 5'-7" 53" SPECIFICATIONS: - Concrete Minimum Strength 5000psi (�_ED 28 days - Steel Reinforcement Grade 60 - Polylok Low Pressure Pipe Seal - Monolithic Construction - Optional Poly IV Boots are Available PRECAST CONCRETE PRODUCTS - Weights Subject to Variation 78 PRECAST ROAD MILTON, VT 05468 -602.893.2401 TOLL FREE 1.888.299.2401 FAX 802.893.1542 CAMP Precast Concrete Products www.CAMPPRECAST.com Revision Date : 2/14/2006 SectionE097M r PROJECT MEMO To: Mr. Paul Wamsganz From: William W. Park, E.I. Date: 2/27/2007 Re: Drainage Calculations for COCO - South Burlington Project #: 2007017 Checked By: Robert J. Gallo, E.I. In order to determine the daily average stormwater runoff, the Rational Formula was used: Q = C*I*A Where: Q = peak runoff rate [cubic feet per second (cfs)] C = dimensionless runoff coefficient used to adjust for abstractions from rainfall 10.95 for an asphalt drive] I = rainfall intensity for a duration that equals time of concentration of the basin [0.003775 inches per hour (in/hr) based on the National Climatic Data Center average annual precipitation from 1895-2006 for the Burlington International Airport of 33.07 inches, 0.133 in/hr for 10-year 24-hour rainfall event for Chittenden County, 0.171 in/hr for 25-year 24-hour rainfall event for Chittenden County) A = basin area (0.080441 acres) Based on the Rational Formula, the daily flow based on the average annual precipitation is 186 gallons per day (gpd). The following calculation was performed as a check (it does not account for the infiltration capabilities of the surface): 33.07 inches*(1 ft/12 in)*(3,504 sq. ft.)*(7.48 gal/cu. ft.)/(365 days) = 198 gpd Based on the Rational Formula, the peak flow from a 10-year, 24-hour rainfall event is 6570 gpd and the peak flow from a 25-year, 24-hour rainfall event is 8445 gpd. TRUDELL CONSULTING ENGINEERS (TCE) P.O. Box 308 478 Blair Road Williston, VT 05495 802-879-6331 fax: 802-879-0060 trudellconsulting.com 35O.3� x I 1 \ I i K x TA ��v�� .a I C6Lil0EGr WUV LIVE tVI ------- �x ►5 T', c u P, r2, l u E>C 1 sj. CITY 540, V M u 2 E Lc,c-w".T E. F--X 15 OR F/L IJ EV,/ \ �ZELG�G4.TED � i SEP�,2AT�2 _o of u �I PST E� S � O \ ( D Y i i � Q D� ED I� � % E►2 M � � x PI? P I3 T ,; c 160 {- \` T 5 a \Ilk F �,c��T Uk�-,E \VASH EnD,U I PM'r L161-0n(-,H&L4. E