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HomeMy WebLinkAboutBatch - Supplemental - 0075 Allen RoadCITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 10, 2005 kUb\site\ready funerahconditional_use.doc Application received: July 20, 2005 CONDITIONAL USE APPLICATION #CU-05-13 SITE PLAN APPLICATION #SP-05 32 75 Allen Road Agenda # 13 Meeting Date: Au ust 16, 2005 Owner Contact Person Jane Ready Sarah Thyng Ready Funeral Home Engineering Ventures Shelbume Road 208 Flynn Ave. Suite 2A Burlington, VT 05401 Burlington, VT 05401 863-6225 Property Information Tax Parcel 0040-00075 Allen Road Commercial District CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 10, 2005 \drb\site\ready funeral\conditional_use.doc Application received: July 20, 2005 CONDITIONAL USE APPLICATION #CU-05-13 SITE PLAN APPLICATION #SP-05-32 75 Allen Road Agenda # 13 Meeting Date: Au ust 16, 2005 Owner Contact Person Jane Ready Sarah Thyng Ready Funeral Home Engineering Ventures Shelburne Road 208 Flynn Ave. Suite 2A Burlington, VT 05401 Burlington, VT 05401 863-6225 Property Information Tax Parcel 0040-00075 Allen Road Commercial District ., I. 4J7, v '4 t£ aIN, ,A r .+d9safi i, 4,r }£kri `u Al 'Ya ,^'' � Lt MM I r 'n 5. p�8 rp 4 r i1 �� � w �¢ x £r,� � Gq d Ti£afj g £j '� t "iv ^ a A, a gp fl 1 a t r w air} 4 ,P 4i ; a' n�Y y a wl w� At pj a *4A w� � ao ''';�'e �ah7" a'•91 x�grk9a h . �a {}rkx ; ' k da 5M-'ro r � � 1 �M Ai,3"qs''t " 6, � .A y..-. fi � � yM 4�J •"� � �£� k A� �'Tk� 3,+�r "�r �� �� 6. 4t7 M � ��"Y J M 4r, t�'A` �w y� l7 a� f r wr e' re kr r r f�'S"`� e gp ;l. hk tO R .. Fu �i y a w.�.,.a,. .,�.«.«,...,...".w..,,. .., ..,�.,,-.�.,.r;..."..""'w.".w....w�,,....,,... "., ,�.. », ........., ,.«... .. ., ,... mow., .,w,.w:""A.�... .M . .., .' ... ..., ,, ..., ...�.,.., ".,w... »...... ... .. ..... ...,.d# f f Ready Funeral Home, hereinafter referred to as the applicant, is seeking conditional use approval under Section 14.10, Conditional Use Review, of the South Burlington Land Development Regulations. Request is for permission to: 1) raze the existing buildings, and 2) construct a 3168 sq. ft. building for funeral home and mortuary use (crematorium and office), 75 Allen Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as staff, have reviewed the plans submitted on July 20, 2005 and have the following comments. Table 1. Dimensional Requirements Allen Road Commercial Zonin District Required Proposed 4 Min. Lot Size 20,000 SF 73,260 SF 4 Max. Building Coverage 40% 4.32% 4 Max. Overall Coverage 70% 21.63% 4 Min. Front Setback 30 ft 70 ft Min. Side Setback ]Oft 100 ft 4 Min. Rear Setback 30 ft 80 ft 4 Max Front Yard Coverage 30% # J zoning compliance # more information needed 1. The site plan shall be revised to show the building and overall coverage as listed on the application. The applicant should also indicate the front yard coverage. CONDITIONAL USE CRITERIA Pursuant to Section 14.10(E) of the Land Development Regulations, the proposed conditional use shall meet the following standards: The proposed use, in its location and operation, shall be consistent with the planned character of the area as defined by the City of South Burlington Comprehensive Plan. Staff feels that the proposed project is consistent with the planned character of the area, as defined by the Comprehensive Plan. The proposed use shall conform to the stated purpose of the district in which the proposed use is located. Staff feels that the proposed project is consistent with the stated purpose of the Allen Road Zoning District, which is "to provide for the goods and services needs of local residents." 2 The Development Review Board must find that the proposed uses will not adversely affect the following: a) The capacity of existing or planned municipal or educational facilities. The proposed project will not adversely affect municipal services. This commercial project will have no impact on educational facilities. b) The essential character of the neighborhood or district in which the property is located, nor ability to develop adjacent property for appropriate uses. The proposed project will not have an adverse affect on the character of the neighborhood or zoning district that this property falls within. It is set back a good distance from the road and behind well -grown trees. c) Traffic on roads and highways in the vicinity. Access to the property is proposed through a gravel drive from Allen Road. This access is proposed to be shifted to the east from its current location. This is perhaps an even better location, now located directly across from the Allenwood driveway. When the new access is operational, the existing drive will be bermed and filled in with trees. The proposed use will generate very little traffic, with only 3 employees and deliveries and maintenance as needed. There is no increase over the existing traffic. d) Bylaws in effect. The proposed project is in keeping with applicable regulations. e) Utilization of renewable energy resources. The proposed project will not affect renewable energy resources. 0 General public health and welfare. The proposed project will not have an adverse affect on general public welfare. SITE PLAN REVIEW STANDARDS Pursuant to Sections 14.06 and 14.07 of the Land Development Regulations, the proposed conditional use shall meet the following standards: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposed project is in compliance with this criterion. The site plans shows adequate parking spaces and sidewalks for pedestrian movement. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is to the sides of the building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The applicant has stated that the proposed structure will be 25' in height, with a smoke stack extending 3' above the roof, which is in compliance with Section 3.07 of the Land Development Regulations. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 2. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff feels that this requirement is being met. (fl Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Staff feels that this requirement is being met. (g) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to require any additional access easements as part of the proposed project. (h) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 4 (i) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The applicant has stated that outdoor waste storage will not be present on the site. Q) Landscaping and Screening Requirements The building costs are estimated to be $350,000 which would require $9,500 worth of landscaping. The applicant has not yet submitted a landscaping plan or budget. 3. The applicant should submit a landscaping budget in compliance with Section 13.06(G) of the South Burlington Land Development Regulations. The landscaping costs should meet or exceed $9, 500. The landscaping plan should be prepared by a landscaping professional and should comply with Section 13.06(F) of the SBLDR. 4. The landscaping plans shall prepared by a landscaping professional and shall be reviewed and approved by the City Arborist prior to permit issuance. Staff finds that the proposed lighting is acceptable, provided that the lighting is installed in the manner that restricts it to being downcast. Other 5. The plans shall be revised to adhere to the comments of the South Burlington Water Department, as found in the letter dated August 4, 2005 (attached). 6. The plans shall be revised to adhere to the comments of the South Burlington City Engineer; as found in the memo dated August 11, 2005 (attached). RECOMMENDATION Staff recommends that the Development Review Board approve Conditional Use application #CU-05-13. Staff further recommends that the Development Review Board approve Site Plan application #SP-05-32 subject to the numbered items in the "comments section" above. Respectfully submitted, Cathyl9nn LaRose, Associate Planner Copy to: Jane Ready, Ready Funeral Home, applicant Sarah Thyng, Engineering Ventures 5 Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-41o6 CITY ENGINEER'S COMMENTS Ready Funeral Home Allen Road 8/11/05 1. This facility should connect to the City sewer system. This would require the main in Allen Road be extended easterly about 500 feet. The existing facility is averaging about 40 gallons per day. This will increase with an expanded facility. The existing on site system may be inadequate. The engineer should inspect and evaluate the system if owner decides not to connect to the municipal system. -VI\V 1 w, ow-%, uFxml, rtr-0%JUKlir_0 HIV K) ANU NA UK KtbUUKL;tS BOARD htt ://www.anr. ;.vt.us/dec/ead/pa/index.htm / http:/A v.nrb.state.vt.us/ PROJECT REVIEW SHEET THIS IS NOT A PERMIT TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW: RESPONSE DATE: + PENDING APPLICATION #: t yA), -.(. 2-50q DISTRICT: TOWN: �w�ti-g+v� PIN _ AL_ D3}Z OWNER OF PROJECT SITE: APPLICANT OR REPRESENTATIVE: (Name) aA&.e_ (Name) (Address) ,, r (Address) (Town) (State) (Zip) Vat 04. o57o (Telephone) - $& 3 (Town) (State) (Zip) (Telephone) Project Name: Based on a written or oral request or information provided by C6,1, 1 fie Wea.z-kreceived on to•It •05, a project was reviewed on a tract/tracts of land of 1.69 acres, located on 7-5 i4cC¢v\ 2J, The project is generally described as: - P ES 3t bl` s frc_t4_ -'Y' c,,� blds. F�c jb�r.�� "S,.0 , N0 l/ Prior permits from this office: PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION ® I hereby request a jurisdictional opinion from the District Coordina r n strict Coordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. 9 La o Agent X Permit Specialist ❑ Other Person 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST FROM THE ANR PERMIT SPECIALIST, THE LANDOWNER/AGENT, OR OTHER PERSON. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY APPEAL TO THE ENVIRONMENTAL COURT WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V. S.A. Chapter 220). (#47) ** Project: Commercial 'Residential ❑ Municipal Has the landowner subdivided before? ❑ Yes No When/where: # of lots: AN ACT 250 PERMIT IS REQUIRED: ❑ Yes o Copies sent to Statutory Parties: P Yes . No BASIS FOR DECIS ON: f epee SIGNATURE: 7/A? /4��6 DATE: 04i ADDRESS: District # Environmental Commission ;strict Coordinator ' Telephone: 111 West St. Essex Jct. Vt. 05452 Q WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED?+o Yes ❑ No Wastewater System and Potable Water Supply Permit (i ii &.92)`* ❑ Notre of Permit Requirements (deferral language ) (ill) ❑ Floor Drains--(AL1-2)--❑-C—ampgrounds-(#3-)- ❑-Extension of -sewer lines-(#5)-- --�-� y— — -- - REGIONAL ENGINEER ASSIGNED:-1eSSCk AK-L_ U�Vr� SIGNATURE: DATE: 1 a -a5'aSADDRESS: Dept. of Environmental Conservation V Environmen I AW ace Division, Permit Specialist Jeff McMahon Telephone: 802-879-5676 ❑ Wastewater Man ement Division, Telephone: 802-879-5656 OVER »»»»»»» **NOTE: NUMBERS IN PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK http://www.anr.state.vt.us/dec/permit hb/index.htm N THIS IS A PRELIMINARY, NON-BINDIN DETERMINATION REGARDING OTHER PERK, . S WHICH YOU MAY NEED COMMENCEMENT OF CONSTRUCTION. PLEASE CONTACT THE DEPARTMENTS INDICATED BELOW. RIOR TO 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-41-3822) Contact: ❑l Discharge Permits: pretreatment; industrial, municipal (#_71, 7_2, & a) ElIndirect Discharge Permits (#9 & 9 1) [1Residuals Management (#10) (V AIR POLLUTION CONTROL DIVISION, ANR (888-520-4879) Contact: F,Construction/modification of source (#14) _[I Open Burning (#18) ❑ Wood Chip Burners (>90 HP) (#14) ❑ Furnace Boiler Conversion/Installation (#14) '®..Industrial Process Air Emissions (#14) ❑ Diesel Engines (>450 bHP) (#14) 5. WATER SUPPLY DIVISION, ANR (802-241-3400) (800-823-6500 in VT) Contact: ❑ New Hydrants (#22) ❑ >500' waterline construction (#22) ❑ Community Water System (CWS) ❑ Bottled Water (#20) ❑ Operating permit (#21) ❑ Transient Non -Community water system (TNC) (#21) 0 Capacity Review for Non -transient non -community water systems (NTNC) (#21) S WATER QUALITY DIVISION, ANR STORMWATER PERMITS (Hotline 802-241-4320) (16 - 6_5 ) Contact: Contact: Stephanie Lanphear 802-241-4320 ❑ River Management (241-3770) ❑ Ponds (#32.1) ''®.Construction General Permits >1 AC of disturbance (#6 1) 241-3779 ❑ Shoreland Encroachment (241-3777) Steve Hanna (#28) '5�J Stormwater from new development or redevelopment sites (#6.2 & 6 3) ❑ Wetlands (241-3770) (#29) '� Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes (#6 4) ❑ Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (751-0129 / 879-5631 / 786-5906 (#27 & 32) C7, ASTE MANAGEMENT DIVISION, ANR Contact: C k r-'s OcL°.►^-e-'r— ❑ Hazardous Waste Handler site ID (241-3888) (#36) .� ❑ Underground Storage Tanks (241-3888) (#33) ❑ Lined landfills; transfer stations, recycling facilities drop off (241-3444) (#37Q9,40) 'Asbestos Disposal (241-3444) `Disposal of inert waste, untreated wood & stump. (241-3444) (#41 & 44) ❑ Composting Facilities (241-3444) (#43) ❑ Waste oil burning (241-3888) ❑ Waste transporter permit (#35))ZDemolition waste 241-3477 ❑ Used septic system components/stone (#41) 8. FACILITIES ENGINEERING DIVISION, ANR Contact: ❑ Dam operations (greater than 500,000 cu. ft.) (241-3451) (#45) ❑ State -funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) POLLUTION PREVENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) (#46) Contact: SMALL BUSINESS & MUNICIPAL COMPLIANCE ASSISTANCE (1-800-974-9559) Contact: Judy Mirr_o/John Daly RECYCLING HOTLINE (1-800-932-7100) Contact: 10. FISH & WILDLIFE DEPARTMENT (802-241-3700) Contact : ❑ Nongame & Natural Heritage Program (Threatened & Endangered Species) (#47.4) ❑ Stream Obstruction Approval #47 5) 9. DEPARTMENT OF LABOR AND INDUSTRY (802-828-2106) or Dist. Off. 879-2300 Contact: Construction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) (#49, 50, 50 1, 50.2) ❑ Storage of flammable liquids, explosives ❑ LP Gas Storage ❑ Plumbing in residences served by public water/sewer with 10 or more customers #( 50.2) ❑ Boilers and pressure vessels (#50 3) 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: ❑ Food, lodging, bakeries, food processors (#51, 51.1, 52, 53, 53.1) ❑ Program for asbestos control & lead certification (#54, 55, 55.1) ❑ Children's camps ❑Hot Tub Installation & Inspection - Commercial (#51.1) 13. AGENCY OF HUMAN SERVICES Contact: ❑ Child care facilities (1-800-649-2642 or 802-241-2159) (#57) ❑ Residential care homes (241-2345) (Dept. of Aging & Disabilities) (#59) ❑ Nursing Homes (241-2345) (#59) ❑ Assisted Living and Therapeutic Community Residences (241-2345) (#59) 14. AGENCY OF TRANSPORTATION ❑ Access to state highways (residential, commercial) (828-2653) (#66) ❑ Signs (Travel Information Council) (828-2651) (#63) ❑ Development within 500' of a limited access highway (828-2653) (#61) ❑ Construction within state highway right-of-way (Utilities, Grading, etc ) (828-2653) (#66) Contact: ❑ Junkyards (828-2053) (#62) ❑ Railroad crossings (828-2710) (#64) ❑ Airports and landing strips (828-2833) (#65) ❑ Motor vehicle dealer license (828-2067) (#68) 15. DEPARTMENT OF AGRICULTURE (800-675-9873) Contact: ❑ Use/sale of Pesticides (828-3478) (#72, 73, 74, 75, 76, 77, 78) ❑ Slaughter houses, poultry processing (828-2426) (#81) ❑ Milk Processing Facilities (828-3428) (#83, 83 1, 85, 67) ❑ Animal shelters/pet merchant/livestock dealers (828-2421) (#89, 89.1) ❑ Golf Courses (828-3478) (#71) ❑ Weights and measures, Gas Pumps, Scales (828-2436) (#88) ❑ Green Houses/Nurseries (828-3481) (#79) ❑ Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-2436) (#75 1, 80, 16. VERMONT ENERGY CODE ASSSISTANCE CENTER TOLL FREE 888-373-2255 ❑ VT Building Energy Standards (#47 2) 17. DIVISION FOR HISTORIC PRESERVATION (802-828-3211) ❑ Historic Buildings (#47 1 & 101) ❑ Archeological Sites (#47.1 & 101) 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) ❑ Liquor Licenses (#90) ❑ General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828-2386) ❑ Business Registration (#90.1) ❑ Professional Boards (1-800-439-8683) (#90.2) 20. DEPARTMENT OF TAXES (802-828-2551 & 828-5787) ❑ Income & business taxes (sales, meals/ rooms, etc) (#91, 92, 93, 94, 95, 96) 21. DEPARTMENT OF MOTOR VEHICLES (802-828-2070) ❑ Fuel Taxes; Commercial Vehicle (#69-70) ( 27 LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) 3. U.S. ARMY CORPS OF ENGINEERS, 8 Carmichael St., Ste. 205, Essex Jct., VT 05452 (802) 872-2893 (#97, 98, & 99) 24. OTHER: Sections #3424 above have been completed by Permit Specialist Jeff McMahon Date: fads' aSl may be reached at 802-879-5676 Copies have been mailed to: Revised 2/05 I r `lam southburlington PLANNING & ZONING November 12, 2008 Ready Funeral Home Attn: Joyce 261 Shelburne Road Burlington, VT 05401 Re: Escrow Account Release — 75 Allen Road Dear Joyce: Please be advised that the City of South Burlington hereby releases Ready Funeral Service, Inc., from the obligation of maintaining $9500 in an escrow account at the Chittenden Bank for the above referenced property. Should you have any questions, please feel free to contact me. Sincer y Ra mond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburi.com FPON : City (--if SO. B ! Fn. ; 140. . 1 B02 8-46 11 O 1 ( Uct_ I' ?0(i5 0_,:,bP`1 P1 SITE PLAN ESCROW AGREEMENT THIS AGREEMENT, executgd in triplicate by and between r{p� j4MgL4Swai4 . cdCC • _, hereinafter referred to as "Developer", the CITY OF SOUTH BURLINGTON, hereinafter referred to as "Municipality", and the "64AUr — , hereinafter referred to as "Bank" WITNESSETH: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Develo ment Review Board for the development of property located at dJ ea , as depicted on a site plan entitled " / ", dated S" , and prepared by r 4--lee? WHEREAS, Developer is required by said approval, at its own expense, to complete certain improvements; and WHEREAS, the parties to this Agreement wish to establish an escrow account to secure the obligations of the Developer as set forth in the City approval; and WHEREAS, the Bank executes this Agreement solely in the capacity of escrow agent. NOW THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plan and related documents: 2. The Developer shall complete the improvements set forth in Paragraph one no later than jo/ uvto 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within three (3) years after completion of the improvements set forth in Paragraph one_ For the purpose of this Agreement "completion" shall be deemed to have occurred when the FPOf1 City of So. E FR; hd0. 1 802 846 4101 Oct. 19 1: O- O�: If P2 MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guaranty of Developer's performance of all requirements herinabove set forth, and prior to the issuance of any zoning permit for &A4 ,rl {dcuwt Developer and Bank agree that the sum o �j,SAD shall be set aside and held in escrow by the Bank and shall be available for payment to the Municipality in accordance with the terms herein set forth. 5. If the Municipality shall file with the Bank a statement that the Developer is in the judgement of Municipality in default under the terms of this Agreement, the Bank shall from time to time pay monies from said escrow fund to the Municipality, in amounts not to exceed a total enabling the Municipality to complete improvements and requirements set forth in this Agreement. 6_ The Municipality will promptly submit to the Developer a copy of such statement as it files with the Bank_ The consent of the developer to such payment by the Bank to the Municipality shall not be required. The Bank shall incur no liability to the Developer on account of making such payment to the Municipality , nor shall the Bank be required to inquire into the propriety of any claim by the Municipality of default on the part of the Developer or into the use of such funds by the Municipality in completing such improvements. 7_ The Municipality shall not file with the Bank a statement of default until thirty (30) days after notice has been sent by it to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the Bank to the Municipality pursuant to paragraph five (5) shall be used by the Municipality solely for the purpose of performing obligations imposed upon the Developer by that portion of this Agreement upon which the Developer is then in default. Any work to be performed by the Municipality pursuant hereto shall be let on a contractual basis, or on a time and material basis or shall be performed by the Municipality with its own work force and equipment or shall be accomplished in such a manner as in the judgement of the Municipality shall accomplish the work most expeditiously and economically. 9. If monies are released by the Bank to the Municipality pursuant to paragraph five (5) and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to the Bank to be held and distributed by the Bank pursuant to the terms of this Agreement. FPO0 City of So. B FR>-: [10. : 1 822 E346 4101 / Oct. 19 2005 02:2 Pr1 P 1 10, The Bank will not refuse or delay to make -such payments to the Municipality when requested by the Municipality by the appropriate statement, and Developer will not interfere with or hinder such payments by the Bank to the Municipality. Said statement shall contain a certificate of compliance with the notice requirements of paragraph seven (7) of this agreement. 11.This agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the warranty period set forth in paragraph three (3). 12.The sum of sR400.00 shall be maintained in escrow until certification to the Bank by the Municipality of the completion of the warranty period set forth in paragraph three (3). 13. This agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. FPOiI Cittj of So. B ( FA:' [40. : 1 802 e46 4101 / Oct. 19 200" 02: 2 PM P4 1 1 Dated at 3/` m,�A this day of c2a lk.. , 20 a5' Witness By: i n s I Authorize gent ( VELOPER'S NAM ) Dated at ,S10 this day of (� 20CJ Witffes�f By: Witness Duly Auffiorized Agent CITY OF SOUTH BURLINGTON Dated at this day of WI ess fitness Duly Authorized Agent u (NAME OF BANK— 3Id PARTY) J1- f; ML i • i' `r *. 1 E'' • I • _ _ • C_SITE LOCATION I A \ ' C do • 4 ;.c. - ALLEN RD •: r , - - _ f, • ^•, SQ 1, I I' g .�BU • t Dal f -pidt �C • . i 1 le SOUTH BURLINGTON, VT 1947 REVISIONS MADE 1987, PHOTOINSPECTED 1983 ■ 0 500' 1000' 2000' VT MAPPED EDITED AND PUBLISHED BY THE GEOLOGICAL SURVEY. TOPOGRAPHY BY PIMWAMMETRIC METHODS FROM AERIAL PHOTOGRAPHS TAKEN 1947, FIELD CHECKED 1948. MAP EDITED 1987 USING AMR PHOTOGRAPHS TAKEN IN 1983. CONTOUR INTERVAL 20 FEET. 1927 SCALE: 1 = 1 Q O Q = QUADRANGLE LOCATION NORTH AMERICAN DATUM. Checked By. Scale: SITE LOCATION MAP ENGINEERING — 1" = l000' READY CREMATORIUM VENTURES INC Drawn By. Project No.: J A N E READY 208 Flynn Avenue , Suite 2A, Burlington, VT 05401 ST 05388 tel. 802.863.6225 Date: Drawing No.: SOUTH BURLINGTON, VERMONT fax b 6n802.863.6306 q pneeriogTentnrea.com 10/6/05 CKS — 1 State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Case Number: WW-4-2504 PIN: EJ05-0392 Landowner: Jane Ready 261 Shelburne Road Burlington VT 05401 This permit affects property referenced in deeds recorded in Book 402, 56 Page(s) 281,120 of the Land Records in South Burlington, Vermont. This project, consisting of the removal of three existing buildings and the construction of one building for use as a crematorium, served by municipal water service and on -site wastewater disposal systems located on 75 Allen Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. GENERAL l . This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, Water Quality Division — telephone (802) 241-3770, Air Pollution Division —telephone (888) 520-4879, Waste Management Division — telephone (802) 241-3888 and (802)j241-3444,-the Department Public Safety, Division of Fire Safety — telephone (802) 828-2106 or (802) 879-2300, the Department of Health — telephone (802) 863-7221, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans prepared by Chantal Beliveau, P.E. of Engineering Ventures, Inc. which have been stamped "approved" by the Wastewater Management Division: Project: "Ready Crematorium, Allen Road, South Burlington, VT" Plans: Sheet C1.0 "Existing Conditions and Demolition Plan" dated October 3, 2005; Sheet C1.1 "Proposed Site Plan" dated October 3, 2005; Sheet C3.1 "Sanitary Sewer Water and Site Details and Notes" dated October 3, 2005; and Sheet 1 "Wastewater Replacement System" dated November 2005. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal system, building location or the approved use of the building without prior written approval from the Wastewater Management Division. 3. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 4. Each prospective purchaser of the lot shall be shown copies of the Wastewater System And Potable Water Supply Permit and the approved plans prior to conveyance of the lot. Wastewater System and Potable Water Supply Permit WW-4-2504 Jane Ready Page 2 This project has been reviewed and approved for the demolition of three buildings and the construction of a new crematorium building on the lot. The permittee shall not construct any other type of structure requiring plumbing, including public buildings, duplexes, condominium units, or commercial buildings, without prior review and approval by the Wastewater Management Division. Such approvals will not be granted unless the proposal conforms to the applicable laws and regulations. 6. The Wastewater Management Division now reviews the water supply and wastewater disposal systems for all buildings under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. 7. This permit shall in no way relieve you of the obligations of Title 10, Chapter 48, Subchapter 4, for the protection of groundwater. 8. 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. 9. Any lot depicted on the plans and not specifically referenced as being approved for a use requiring a potable water supply and wastewater disposal system shall comply with the Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005, Section 1-403(a)(5) for the creation of unimproved lots. WATER SUPPLY & WASTEWATER DISPOSAL 10. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a certification from a designer or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the water supply system, and wastewater disposal system, water service lines and sanitary sewer lines to each structure. 11. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The project is approved for a maximum of 45 gallons of water per day. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. 12. No buildings, roads, water lines, earthwork, re -grading, excavation or other construction that might interfere with the installation or operation of the wastewater disposal systems are allowed on or near the site -specific wastewater disposal system or replacement area depicted on the approved plans. All isolation distances, which are set forth in the Wastewater System and Potable Water Supply Rules will be incorporated into the construction and installation of the wastewater disposal field. Compliance with these isolation distances is required. 13. The future wastewater disposal "replacement area" designated on the approved plans shall be held in reserve for the eventual construction of a replacement wastewater disposal system in Wastewater System and Potable Water Supply Permit WW-4-2504 Jane Ready Page 3 the event of the failure of the primary wastewater disposal system. Prior to construction of the replacement wastewater disposal system, the landowner shall submit an application, fee and engineering plans for review and approval by the Wastewater Management Division. 14. The project is authorized to utilize the existing on -site wastewater disposal system provided it is operated at all times in a manner that will not discharge wastewater/effluent onto the ground surface or into the waters of the State. If at any time this system fails to function properly and/or creates a health hazard, the Division is to be immediately notified. A complying replacement area has been identified on the plans. Prior to construction of a replacement system, a permit amendment will be needed for the final wastewater system design. Dated at Essex Junction, Vermont on December 8, 2005. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By W Jessanne WymariJ Assistant Regional Engineer C For the Record South Burlington Planning Commission & Select Board Chantal Beliveau Water Supply Division Water Quality Division Air Pollution Division Waste Management Division Department of Public Safety, Division of Fire Safety u cic State of Vermont r Department of Fish and Wildlife Department of Forests, Parks, and Recreation Department of Environmental Conservation State Geologist RELAY SERVICES FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD November 10, 2005 Jane Ready 261 Shelburne Road Burlington VT 05401 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 Subject: WW-4-2504; Re -construct Crematorium Building located at 75 Allen Road in the City of South Burlington, Vermont. Dear Ms. Ready: I reviewed the application and technical information submitted for the above referenced project. Unfortunately, there were items that were not included or were insufficient and I was unable to determine if this project meets the minimum standards of the Environmental Protection Rules. Please provide the following information: 1. I spoke with Ms. Chantal Beliveau, P.E. with Engineering Ventures, Inc., regarding the need to provide a replacement area for the existing on -site wastewater disposal system. We need an area designated on the plans that complies with the Wastewater System and Potable Water Supply Rules. Ms. Beliveau told me that their firm now has information regarding the existing wastewater disposal system and did at least one percolation test. She will forward the soils and disposal system information for our review. My initial reaction is that we need soil testing to confirm that the best soils on the property are reserved for a possible future wastewater disposal replacement system. 2. I asked to confirm the use of the crematorium. She advised that there is only one employee and possibly two additional people during any given day. I asked to confirm whether there is process water associated with the crematorium and I ask to confirm if the public comes to the facility for funeral services. 3. We may need the location of the municipal water line in, Allen Road depending upon the final location of the wastewater replacement area. Please respond within thirty, (30) days from the date of this letter. Re -submittals that are incomplete, or made after thirty days may result in the denial of the project. Once I receive the information requested, I will continue my review of the project. If you have any questions as to what is needed, please contact me. Sincerely, Ernest Christianson Regional Engineer cc: South Burlington Planning Commission Engineering Ventures, Inc. 0__;. --I n4f; ❑ ..n/Coon Int InhnQN m/ 4DENGINEERING VENTURES INC FAX 208 Flynn Avenue, Suite 2A, Burlington, VT 05401 ■ tel. 802 863 6225 ■ fax 802.863,6306 7205 Main Street, Suite 4, RO. Box 2469, Manchester Center, VT 05255 ■ tel. 802,362-4303 ■ fax. 802,362.4304 19 Northbrook Drive, Falmouth, ME 04105 ■ tel, 2C7.781.2900 ■ fax, 207.781.2962 date: November 3, 2005 to: Ray Belair fax no.: 846-4101 from: Sarah Thyng re: Ready Funeral Home pages (including cover page): Ray — Thanks for getting back to me so quickly on this. Here are the coverages that weren't included on the plans: Building Coverage - 4.3% Total Lot Coverage = 22.2% Let me know if there is anything else you need. Thanks, Sarah Thyng S.IPR3jFC75,0-2005105388 READY FUNERAL HOnE'%DDCS�2C05-II-03FAx2RAY CCC Too, too[J Saa[UN2n 5K1Xaa[IOKa 9099 C99 US YVd LT:91 9003/cVTT l l 7ENGIEERNING VENTCTRES INC Offices in Vermont & Maine 208 Flynn Avenue, Suite 2A ■ Burlington, VT 05401 ■ tel. 802.863.6225 ■ fax 802.863.6306 November 1st, 2005 Raymond Belair, Administrative Officer City of South Burlington 575 Dorset St South Burlington, VT 05403 RE: Ready Crematorium Site Plan Application #SP-05-32, Conditional Use Application #CU-05-13 Dear Ray, The proposed site plan and conditional use for the Ready Crematorium owned by Jane Ready of Ready Mountainview LLC and located at 75 Allen Rd, South Burlington, VT received initial approval from the City of South Burlington on August 16, 2005. Final approval is subject to several conditions which have been addressed in the following paragraphs and/or on the enclosed revised plans. A comment letter from the City Engineer, Bill Szymanski, dated August 11, 2005 requested an inspection and evaluation of the existing on -site wastewater system. This inspection took place by Engineering Ventures on October 28, 2005. The existing system is more than adequate for the existing and proposed use. The system has not failed to date, however, a replacement system has been designed and in the event that this existing system fails at some point in the future. A comment made by the city stated that "any new utility lines, services, and service modifications shall be underground." All proposed utilities will be underground except for the electric and phone lines over Allen Rd. As presented to the board on August 16th, these lines will be overhead from an existing pole on the north side of Allen Rd to a proposed pole on the south of Allen Rd in order to avoid a road cut. The electric and phone lines will be underground from the new pole to the proposed building. Please do not hesitate to call if you have any questions pertaining to this project. Sincerely, �� AV V, Sarah Thyng, E.I. Chantal Louise Beliveau, P.E. Project Engineer Project Manager Cc: Jane Ready, Ready Mountainview LLC Ann Vivian, GVV Architects CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 22, 2005 Sarah Thyng Engineering Ventures 208 Flynn Ave, Suite 2A Burlington, VT 05401 Re: Minutes — Ready Funeral Home Dear Ms. Thyng: For your records, enclosed is a copy of the minutes from the August 16, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy o ough Planning & Zoning A istant Encl. DE( r;LOPMENT REVIEW BOARD 16 AUGUST 2005 Ms. Quimby moved to approve Final Plat Application #SD-05-63 of Diemer Properties, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 10. Public Hearing: Final Plat Application #SD-05-67 of University Mall Realty Trust to amend a previously approved planned unit development consisting of a 675,115 sq. ft. gfa shopping center complex with 614,338 sq. ft. of GLA. The amendment consists of. 1) razing an existing single family dwelling, and 2) constructing a 2,624 sq. ft. retail store,155 Dorset St: Mr. Belair noted that a condition should be added to the motion regarding a landscape bond in the amount of $9500. Mr. Khouri noted Conditions 3 and 5 are identical. They would like the option to tie in if existing utility connections can't be found or utilized (connections may have been removed during Dorset St. widening). Regarding sprinklers, Mr. Khouri said they would conform to all conditions of safety requirements. Sprinklers are not required. Mr. Dinklage felt the language of the motion was OK; if sprinklers are not required, the applicant doesn't have to put them in. Ms. Quimby moved to approve Final Plat Application #SD-05-67 of University Mall Realty Trust subject to the stipulations in the draft motion as amended to add Stipulation #14 requiring a 3-year landscape bond in the amount of $9500. Mr. Farley seconded. Motion passed unanimously. O0 ,Public Hearing: Application 4CU-05-13 of Ready Funeral Home for conditional use approval under Section 14.10, Conditional Use Review, of the South Burlington Land Development Regulations. Request is for permission to: 1) raze the existing buildings, and 2) construct a 3168 sq. ft. building for funeral home and mortitary use (crematorium and office), 75 Allen Road and �),Site Plan Application #SP-05-31 of Ready Funeral Home to: 1) raze the existing buildings, and 2) construct a 3168 sq. ft. building for funeral home and mortitiary use (crematorium & office), 75 Allen Road: Ms. Vivian noted the sewer use averages 11 gpd, not 40 as stated, and this won't increase. They want to continue to use the on -site system. Mr. Bolton questioned whether the addition would result in any odors in the neighborhood. Ms. Vivian said the new equipment is a better design and won't cause odors. "S D4.e.LOPMENT REVIEW BOARD 16 AUGUST 2005 Ms. Quimby moved to approve Application #CU-05-13 and Site Plan Application SP-05- 32 of Ready Funeral Home subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed unanimously. 12. Public Hearing: Final Plat Application #SD-05-60 of F & M Development Co, LLC, to amend a previously approved planned unit development consisting of. 1) 309 residential units in six building, 2) subdividing two parcels of 24,458 acres into eight lots, 3) a 90,000 sq. ft. building which will include 11,000 sq. ft. of retail, a 150 seat, 7500 sq. ft. restaurant, 70,000 sq. ft. of general office, 2500 sq. ft. drive-in bank, and ten residential units, 4) a 4,430 sq. ft. expansion to an indoor recreation facility, and 5) an existing 16,000 sq. ft. television studio and office building. The amendment consists of: 1) subdividing lot #1 into three lots, 2) boundary line adjustment between lots #8 and 9, 3) reduce size of mixed -use building to 64,350 sq. ft. to include 40,000 sq. ft. of office use, 7000 sq. ft. of retail use and six dwelling units, 4) site modifications to 370 Farrell St, 5) increasing the expansion of indoor recreational facility by 210 sq. ft. to 4450 sq. ft., and 6) constructing a 71 unit 4-story multi -family dwelling on lot #9, Farrell Street: Mr. Farrell noted the plan had been approved a year ago. He showed the existing buildings, what would be removed, and what would be built. He also indicated the land to be subdivided off. This will make a 41h common lot. He didn't think that lot should be a private lot but should be under the control of the association. The proposed building would have the same construction as the existing building. They have eliminated the berm which would require removing vegetation, which did not make sense. The applicant will extend the rec path so people coming down Hadley Road can pick it up in the area where there is no sidewalk. Mr. Farrell showed the landscaping plan. He noted they will install a service drive at Twin Oaks. Ms. LaRose noted that parking and traffic number don't match was staff has. There may or may not be issues with this. Mr. Farrell said they have no parking problems and he felt they had enough. Mr. Kupferman noted this plan reduces the percentage of commercial development and asked if it is market driven. Mr. Farrell said it is. He noted traffic and parking are also reduced. Residents expressed concern with the intensity of lights from the underground parking which are on all night. Mr. Dinklage suggested these be shielded. Residents noted there life is "awful already" from this development and suggested putting the senior building -7- State of Vermont ^, rA/r fi Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD October 18, 2005 Jane Ready 261 Shelburne Road Burlington VT 05401 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2504, Proposal to remove existing 3 buildings and construct one for same usage. 75 Allen Road, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on October 11, 2005, including a fee of $210 paid by check # 1151. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. 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. NOTE: Please submit a location map. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Eileen Brady -Whitney Environmental Technician II cc: South Burlington Planning Commission Chantal Beliveau Regional Offices - Barre/Essex Jct /Pittsford/Rutland/Springfield/St Johnsbury SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 August 4, 2005 Engineering Ventures, Inc. Ms. Chantal Louise Beliveau 208 Flynn Ave, Suite 2A Burlington, VT 05401 RE: Ready Funeral Home Allen Road, South Burlington Dear Chantal: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho, henceforth the "CWD Specification." Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. Details for this project must be the same as those within the above referenced CWD Specifications. 2. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlin tg_on, henceforth the `Backflow Ordinance." Please contact this department for more information on backflow protection devices. 3. The water service line and curb stop must be located prior to any construction taking place around the water line. 4. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 5. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 6. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, �r / J Nadeau Superintendent CC. Cathyann LaRose Plan Reviews: Ready Funeral Home SOILS MAP SCAEE I" = 1000' 0 500, 1000' 2000' SOLS ON STE: Ado - AD" AND WINDSOR LOAMY SANDS, MSG A Bo = BLOW-OUT LAID (ADAMS AND WIDSOR), HSG A SCALE: 1" = 1000' E.A - ELDSl11G ARD WARfl SGIIS, HSG C I SOIL FACT SHEETS AND MAP PROVIDED BY TIE VERMONT NATURAL RESOURCE CONSERVATION AGENCY IN ASSOCIATION WITH THE UNITED STATES DEPARTMENT OF ACRCLLTURE DRAWING LIST C-0.1 CUR SHEET EXISTING CONOITIDNIS PLAN PREPARED BY BUTTON PROFESSIONAL LAID SURVEYORS. PC C-10 DOSING CONDITIONS AND DEMOLJDON RAN C-1 1 PROPOSED SITE PLAN C-2.0 SITE AD STORM DUALS AND NOTES C-2.1 SEWER AND WATER DETAILS AD NOTES C-30 EROSION CONTROL DETAILS AND NOTES STANDARD ABBREVIATIONS CAST NON CI MINIMUM MN CATCH BASIN CM MONITORING WELL MN CENTERIM E NOT TO SCALE NITS CLEAN OUT C/0 PERC TEST PT OOMIrATED METAL PPE CLP POLYVINYL CHLORIDE P.O D6@IBUTION BOX D-BOX POND PNO DUCTILE IRON III RADUIS R= ELECTRIC ELEC REINFORCED CONCRETE PIPE RCP ELEVATION ELEV SANITARY SUN EDGE OF PAVEMENT EDP SAITARY MANHOLE SMH EXISTING EX SEPTIC TANK SIT FIELD INLET FI SLOPE S. MEADTNL HW STORY MANHOLE OW HIGH DENSITY PLLYERIYLETE HOPE TEST PIT TP HYDRANT HYD TYPICAL TYP WE RT INN VERIFY N FIELD VIF LENGTH L= WATER VALVE NV MAXIMUM MAX READY FUNERAL HOME r `;SITE LOCATION a. N) OVERALL SITE LOCATION SCALE 1" = TWO' 0' 500' 1000, 2000' MAPPED EMITTED AND PUBUSHED BY THE SCALE: 1" = 1000' GEOLOGICAL SURVEY. TOPOGRAPHY BY PHOTOORAMMETRIC METHODS FROM AERIAL PFIOTOGRAPHS TAKEN 1947, FETID CHECKED SOUTH BURLINOTON, VERMONT 1948 MAP EDITED 1987 USING AERIAL W nn PHOTOGRAPHS TAKEN IN 1983 CONTWR NLVn.s roc w> INTERVAL 20 FEET 1927 NORFH AERIOW + A,sm.WINNmE rim ro CATUM. IK1„Ylwtl[ mla LEGEND EXISTING FEATURES PROPOSED FEATURES EXISTING FEATURES PROPOSED FEKTLRES r, SPICY PONT --I — FENCE X Q MANHOLE O._O STONE WALL cco C C/o CLEAN OUT O C/0 _ _ PROPERTY UNE — — — ❑ ■ CATCH BASIN ■ ❑ — RIGHT-OF-WAY UNE _ = OLLM71T a IDO CONTOUR 100 BOUJID a SCALE — �' CONCRETE HFADWAL SETBACK �0 STOW MANHOLE ® SILT FENCE SF m FLARED END SECTION cm S SANITARY SEWER UNE S bl TAPPING SLEEVE AND VALVE — �T--_— STORM LIE ST T*J ® GATE VALVE p0 W WATER UNE W --—UE---- UNDERGROUND ELECTRIC LIE NIUVNT UH OVERHEAD ELECTRIC DH WATER SHUT OFF ---- --UT UNDERGROUND TELEPHONE UT ® WELL ® G CAS UNE G LICIT POLE p UD UNDER DRAIN LID_ O 0 UTILITY PONDER POLE R, —Y—\ EDGE OF WOODS ' SCIL BORING e EDGE OF PAVEMENT TEST PIT �" T'� f OO L HANDICAP SYMBOL P— — SIGN +100 5 SPOT ELEVATION +100.5 t, SITE LOCATION SITE MAP SCALE I" - 1000' 0 500' 1000' 2000, SCALE: 1" = 1000' elrkl1:3WE[4l1M 1 DA,T OBJECT LOCATIONS WAY DIFFER FROM THAT AS SHOWN, AND ADDITIONAL SUB -SURFACE AND SURFACE UTNTES AND STRUCTURES MAY EXIST THE CONTRACTOR IS TO PROCEED WITH GREAT CARE N EXECUTING ANY WORK AND TO CALL OIC SAFE 48 HOURS PRIOR TO DIGGING, DRILLING OR BLASTING, 2 THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PUNS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL FROM THE ENGINEER. 3 THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMAKa OF THIS CONTRACT 4 THE CONTRACTOR SHALL RESTORE WINS, DRIVEWAYS, CULVERTS, SIGNS AM OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO EXISTING CONDITIONS OR BETTER AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES, SHRUBS AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE, UNLESS NOTED OTHERWISE 5 THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. 6. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES, 7 THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A VERMONT STATE LICENSED UM SURVEYOR B IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PUN SHEETS AND SPECIFICATIONS, AND COORDINATE WORK WITH ALL CONTRACTS FOR THE SITE 9, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT EXPLORATORY TEST PITS AS MAY BE REQUIRED TO DETERMINE UNDERGROUND CONDITIONS, 10 All TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN AOCORDACE WITH THE LATEST OSHA AND VOS14A REGULATIONS FOR CONSTRUCTION 11, CONTRACTOR SHALL BE RESPONSIBLE FOR DBRATERIM AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WON(. 12 MAINTAIN FLOW FOR ALL CKISTING UTILITIES, UNLESS NOTED OTHERWISE 13. All SITE FILL SHALL MEET SELECTED FILL STANDARDS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 14 CONTRACTOR SHALL GRADE ALL AREAS ON THE SITE TO PROMDE POSITIVE ORAINAOE AWAY FROM BUILDINGS AND IMPERVIOUS SURFACES 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT THE CONTRACTOR SHALL PROVIDE MARKED -UP AS -BUILT PLANS FOR ALL UTLIIIES SHOWING CONNECTIONS, BENDS, VALVES, LENGTHS OF UNES AND INVERTS AS -WILT PLANS SHALL BE REVIEWED BY THE OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL RO ACCEPTED. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION, MONITORING, MAINTENANCE AND REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES, TAKING PRECAUTIONARY STEPS TO AVOID ANY SEDIMENT TRANSFER TO NEIGHBORING SITES OR WATERS OF THE STATE FOR PERMIT REVIEW NOT FOR CONSTRUCTION AUGUST 8, 2005 Stamp Checked By - Drawn 8y JM, ST Scale AS SHOWN Date A.g..J 2005 EXISTING N HE/D WIRES TO BE ICOM4FCIED TO PROPOSED POLE N I RIMSE 11 ONCE PROPOSED FACILITY IS oPERAnonAL E70SIINC T. PE CULVERT TO BE REMOVED HNSI IN PE 1 ONCE PN. FACILITY IS yERTNNAL � ON -SITE 715A. EPTIC $YSrEy TO IT MAIN INUSE OU6N0. EDGES OF FHH((SSEE I', _ AFTER CONSTRUCTION�9 AND PFMSE II ARE L1QTS PHASE II, / / RING 4' PVC SEWFa iO DE COxsrRUC ON IY / D-NRD —ABAN111 ax�5�° / � A UNITS OF PRISE II DEMOLITION /ffA TO' / P06ED FACILITY 6 O NN_ _ REMAIN Ix USE AND aPEMLIONAL DURING ISFING DOYESIIC GAS ONE TO I, i ICO MUCTION OF PROPOSED FAOUJV� __ __ / / BE CAPPED AND igi&HD JN REFER TO ODMOIIION NOTES ON ,.t — — - V ,Pf=1 ANCE PROPOSED FAdl1N / t_ / � I AAA � •� � \ WET AREA �/ ___.JAI/ / _ � Fncrur. ofu NGrV�C. • `�- 4 ,r 7.6- Lk CFERRE T. ?W9 COLA HN EIL T SICCING N .7 90 KAR13N D]L �YAIx SOUTH BURIJNGI VT // V, SFNRGI5E TO ff wEl/P.£6I N� 1 WRING PHASE I IF NEDESSKfI FOR P FGUNOARCN 1 1 E�-XI_S�T��INyCOMECNRI TO 1 NLJIDPAL GAS TO REMAN IN 1 i ys�_l��1RE QHINC PHKE_1 �I DUST!W CRFWORUM AND 1yy((77ER TO REMAIN IN IDOL/ �� IFROPDSED RUILDNG aPFR1TIDN�0 IIEiER 10 OEM NOTES I I \\ 1 I I iNNEDILAWN ' � \ \ �\\ I I i• I �'•� A I I T ♦♦ ;, �t3� �- TO ff WET AREA PROkRF1 • I SHTYx N/iHNG L FOR REFERENCE ONLY. ♦ �S / EDGE OF c DRIVE SHOWN CUTATE REBTO ♦♦♦ L JL BACK To G:RwtRRIL PROPOSED SENT ELEV - 5063 V Pr�sc«.AEarrL¢No IRMON'OstD fAHLNE SHOWN TUP OF CAP ♦♦ NAF , Ix , I J I / I DN M$'ff ANC FOR ♦♦ \/�(\I` � IhEFE�IIIADY YO[RJTAIIiVl6W ELC , / NM ".I'. 21I 73.260 &1/ 1� 17AQM®2 / r� EXISTING PEPSI _ v BUILDING / I ALLENWOOD AT PILSBURY MANOR 90 ALLEN RD SOUTH BURLINGTON, VT LOCH 0 R3t1501♦jG 4 _ \ . y I � G RfES LYNiR 1NAN r pA ARE TD REMAIN IN OHS ARID If POSSBIE COORDNATE 1 I. I�Fa:4�fr56{E:.IGY �$N _ — —1 L JE CYBRRHU PSPSC'CB,ABOmaTO NIF DOSTNC ROW OF 12' - 15' RANTED WHITE PINE TREES ro REIANR PHASE I ♦WITS OF PHASE I DBMORION REFER R -ro ffMOlDION NOTES ON THIS SFIEEL J ASCENSION LUTHJ DT CHURCH NIP GRAPHIC SCALE 0 (areLTTI 1 Inah - 20 It LMF 11 DEMOLITION NOTES: 1 ALL DEMOLIFION ITEMS UNLESS NOTED BY THE OWNER AS TO BE STORED OR REUSED, BECOME THE PROPERTY OF THE CONTRACTOR AND SHILL BE PROMPTLY REMOVED FROM THE SITE SOIL DISPOSAL SHALL BE AS DIRECTED BY OWNER. 2" ALL ADJACENT FACILITIES AND STRUCTURES NOT INDICATED AS INCLUDED IN THE SCOPE OF WORK, SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION ALL ADJACENT FACILITIES OR STRUCTURES DAMAGED DURING CONSTRUCTION SI BE REPAIRED OR REPLACED TO PRE-OOtlSTRUCTON CONDMON OR BETTER, 3 TAKE ALL PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK AREA DURING DEMOLITION PROCEDURES 4. PRIOR TO DEMOLITION, HAND EXCAVATE ANY UNDERGROUND UTILITIES. NOTIFY THE OWNER IF ANY OTHER UTIUTES NOT NOTED ON THE DRAWINGS ARE FOUND. 5 CARE SHALL BE TAKEN NOT TO DAMAGE OR DISTURB AM TREES AND SITE LIGHTING NOT CALLED OUT FOR IEMO✓AL DURING CONSTRUCTION. REFER TO PROPOSED CONDITIONS DRAWING Cl I FOR TREES AND SITE LIGHTING TO BE SAVED AND REMOVED. 6 PROPOSED FEATURES ARE SHOWN ON THIS DRAWING FOR REFERENCE ONLY 7. SEE PROPOSED UTIUTY AND GRADING ORATING FOR ADDITIONAL UTEITIES TO BE REMOVED/AMNDONFD, 1 B. PHASE I DEMOLITION: EXISTING GARAGE. PART OF EASING OFFICE AND PART' OF EXISrINO [NUVELI �MCESS, THEE SHALL BE REMOVED PRIOR TO START OF CONSTRUCTON. 1 �iipis_J s_i _ice�" ."'`iRR.lif 9. PHASE II DEMOLITION SHALL OCCUR AFTER PROPOSED FACILITY IS INOPERATION. PHASE II IDFMOUTION: 1111110 CREMATORIUM AND ASSOCIATED UTILITIES. THE REMAINING PORTION OF EXISTING I OFFICE AND ASSOCIATED UTILITIES AND PART OF EXISTING GRAVEL ACCESS, THESE SHALL REMAIN IN USE WTRUCTI RING PHASE I CONSON, 10, UNDERGROUND UTILITIES DEPICTED HEREON HAVE BEEN LOCATED FROM FIELD LOCATION AND! RECOflD DATA EXALT LOCATIONS MAY DIFFER FROM THAT AS SHOWN AND AOOITICNAL SUB -SURFACE AND SURFACE UNDIES AND STRUCTURES MAT EXIST. THE CONTRACTOR IS TO PROCEED WITH GREAT CARE N ENECUTING ANY WORK AND TO CALL DIG SAFE 4a HOURS PRIOR TO DIGGING, DRILLING OR BLASTING II TIE FOLLOWING ITEMS SHALL BE DEMOLISHED AND REMOVED FROM THE SITE OR USED/REUSED AS DIRECTED BY THE OWNER: Stamp GRAVEL TO BE REMOVED INd77/ [� 'WJ PHASE OF DEMOLITION �VJ�J�JLJLJ� GRAVEL TIN PHASE NOF DEMOUrION BUILDING TO BE REMOVED N PHASE I OF DEMOLITION BUILDING TO BE REMOVED IN PHASE II OF DEMOLITION rj m CONCRETE TO BE REMOVED qti N PRASE II OF DEMOUTION rT, ['� Y UNDERGROUND AND OVERHEAD UTILITIES-.-.-�� 005TIN0 TREELINE P� SURVEY NOTES I BASE MAP INFORMATION BASED ON A COMPILATION OF THE FOLLOWING - SURVEY PUNS PREPARED BY MESS & LANSING CONSULTING ENGINEERS, INC TITLED 'BOUNDARY SURVEY - ESTAT OF MYRTLE LOZON TO L S. C. FARRELI. ALLEN ROAD, 501JTH MUNGTON; DATED 6/29/8I AMID REVISED 0/6/BI PLANS RECORDED IN SLIDE J157 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS - SURVEY PLAT PREPARED BY OHN MARSH, LS TITLED 'PLAT OF PROPERTY OWNED BY THE MYRRE LOZON ESTATE," PROVIDED BY THE READY FUNERAL HOME. 2 PROPERTY UNES DEPICTED HEREON ARE APPROXIMATE ONLY 3 NORTH OREMATION R BASED ON A SNGLE MAGNETIC COMPASS READING ON 6/I/05 4 UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTIUTIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY, THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS, ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT, OWNER, AND ENGINEER THE CONTRACTOR SHALL CONTACT DIG SAFE A MINIMUM OF 4B HOURS PRIOR TO ANY CONSTRUCTON Iz Designed By: SF/CB Checked By: Drown By ST Scab 1" . 20' Dato. Auqu f 2005 FOR PERMIT REVIEW c •ONOT FOR CONSTRUCTION AUGUST 8, 2005 EROSION CONTROL NOTES A STABILIZED CONSTRUCTION 1 ENTRANCE FOR PHASE I OF CONSTRUCTION. RIGHT OF WAY DISTURBED AREA = 780 SF 45h' L7,ISTINC OvflWGO ELECTRI AREA TO BE PLANTED WITH TREES REMOVED FROM TO TIE INTO PROPOSED POLE ; _ 6= PROPOSED ENTRANCE AREA AFTER PROPOSED OROPOSm ELECTRIC POLE. CdpLD11P1E L ' l BUILDING IS OPERATIONAL IF POSSIBLE ^lOG1ON WITH fIiEEIL POWER CO I _ MOTHERWISE NEW ATCH EXISTING THIS SHUT SE PLANTED TO \\ _ AREA TO BE REGRADED TO RossI / 1 PROPOSED 115= _ ' 1 MAINTAIN POSITIVE DRAINAGE IN WHIRR 444� / / NNDEACROUND ELFLTPoC�C ''°U 1 1 EXISTROAOSDE SWLLE APED PHASE II ` / PROPOSED SO POLE To T� MATCH EXISTING ffHI IEXi AREA TO ROM AS IS AND - t - - IN USE UNTIL PRO OSE0 ! _' - - - ,yo I . 1 AL.LE NPVOOD AT PIL.SBURY MANOR ILULDNG R I f �•t, - ' / PRIORMD 42' 1 4' SORT 0 _Pt' -so �"� '' 90 ALLEN RD ' �. $LINER lYE TO CONIPECTTIC TO a, ♦ 1T SOUTH BURLINGTON, VT � % -l- XISTINF ax ZIT€ SERTD rANN. ' ' , - - -- -� / _ J ^v"� _p • TOTAL RIGHT pF WAY DISTURBED AREA • 1,995 SF ,.sAc R 5°"�♦� :�1\112 SF AT NEW ENTRANCE) EXISTING DOMESTIC TRASH By f- / / I/ �/ ;✓' G •• �' �•14hh«•.,>�. - LOCATION TO ROM/ ` .'' I♦ U4 y >. NET ARFX i 1 PROPOSED 1B' HO MGILVERT BIKE" ST ON^iS�jrENNL��� A"� . + ` •♦ ` S L` \ S\-L • I D / / " ti •• " T L,h ♦ PROPOSED STABILIZED _ ♦ CONSTRUCTIONALIENENTRANCE M L COLA BOTTLING ' 'Y�/ // TH 0 ODORS. / r vrE TINC ' I NEW ACCESS TO ALIEN ROAD. YI? II 90 XARHN DA 'L D°j / 4'A' FICE C• 4 4♦ ( 0� ♦ I SOUTH BURLI502 NGTON, VT -, - 50J 504 ,�� ;'✓, � �PosED ODNCREI�PAIf. • - �i✓+'y (3) PROPOSED EMPLOYEE PARKING SPACES • 2,� _ -.'sr ,A;y �� fit' /'f 1 1 PHOPUSEO SILT "FENQ LaGnaR 11 7, 1 1 I I P ROI 4••x - +'_.+":,Py.._*• GAS LINE AND : XI I },MnIrhMNEDI LAWWLVE TO CONNECT TEEW GAS LIME 100' PRIly A \. \ \ II II I I IJJ r SROW STORARE ♦♦• n� R=47' AREAl F � \ I 1 \ 1 \ ' •• {fit ��J/ fa •.' � A' lID G15 MA 90S T'A A V A A ('ROPOSED YRNMW CE 5 ♦ '-A' "`J NET AREA / \ \\ \ \ \\\ K-LP TRUCK ACCESS, •♦• I EDGE OF ,TE(F£S, ♦r I \ B - " P ET MOLT ♦•♦ I ',PROPOSED RA40' \ \ \ WE IS ORP / 7°6 - 5,5 EDGE. N PROPOSED PERGOLA TO HE EM GANE� / / / \ y / / /� �., '� •• / Toes: , L A C PERLREiLL i\ l l/ I l f) l I ,1�1 IBM ELEV � 5n6 J ' \- S f' 1 ,PROPOSED TD E*214 NOT \ ♦♦ ✓ XCEL + '♦♦• I 4 - PROPOSED WATER TO CONtFCr ♦ • ♦ '� /, i0 E%R71�IFrSERVUCc ['(VF). •• _ ♦'� PROPOSED CONCRETE ♦♦ VISIT WRONG SPACES SOS R•R / TO L� INSTALLED BY DAN , -106 RIM 505,5 •♦♦♦♦♦♦ /� y i {a •♦ �/ PEOM IXOLA 9OTTIJN0 Ilk1 1 ! 1 I A ♦♦ I R-Jh' >< . NIP I ! \ I I llll ' \ • '� • I i READY MOUNfAhiVISW LLCNIP y • • , t VOLZVZ 402, PAGN n / • • a , ■ \ 17 ACZBS t / PROPOSED LIGHT \'IPA, POLE (TYP) PROPOSED 4' WOE r 1 1 PAVED WALKWAY, _ / J/ A / DOSING TREES LARGELI ILPN fi' OA AILS / TREESO THIS NEA I ffH O 9 ER COORDIN11E r IIEES TO BE SAVED 1O1H 0M1iR PROPOSED ORWAEL*E / EXISTING PEPS BIIIIDING i FA PEPSICOLABO377 d N/F IN PHASE I;..,,+ RH UMITS OF PHASE I, PHASE I DEMOLITION AND CONSTRUCTION ■ 'iT ■Ow.2111.i■iiiit r /\ / 1 1 1 1 1 ASCENSION LUTHERAN CHURCH N/P GRAPHIC SCALE ( IN FEET) L I-b . RO TL 0 CMF ■ I THE EROSION CONTROL PROCEDURES SHALL CONFORM TO THE STATE OF VERMONT SEDIMENT AND EROSION SPECIFICATIONS 2 PRIOR TO PERFORMING ANY EARTHWORK EROSION CONTROL MEASURES ARE TO BE IMPLEMENTED, THE SMALLEST PRACTICAL AREA (IF F LSHALL BE OISTURBED AT ANY ONE TIME DURING DEVELOPMENT, WHEN LAND 15 DISTURBED DURING DEVELOPMENT, THE DISTI.R&NCE SHALL BE KEPT TO THE SHORTEST PRACTICAL DURATION. LAND SHALL NOT BE LEFT DISTURBED DARING THE WINTER MONTHS, OCTOBER THROUGH APRIL, UNLESS SPECIFICALLY APPROVED BY THE STATE J, SILT FENCE SHALL BE INSTALLED AS SHOWN PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL- WHERE POSSIBLE NATURAL DRAINAGE -WAYS SHOULD BE UTILIZED AND LEFT OPEN TO REMOVE EXCESS SURFACE WATER. THE SILT FENCE IS TO BE MAINTAINED AND CLEANED UNTIL ALL SLOPES ARE PERMANENTLY STABILIZED 4 ALL DISTURBED AREAS MD SIDE SLOPES WHICH ARE FINISH GRADED WITH NO FURTHER CONSTRUCTION TO TAKE PLACE SHALL BE LOAMED AND SEEDED WITHIN A 18 HOUR TIME PERIOD A MINIMUM OF 4' OF LOAM SHALL BE PLACED SEED, LIME AND FERTILIZER SHALL CONFORM TO THE APPLICABLE STATE SPECNCATONS SEED AND MULCH SHALL TAKE PUCE WITHIN 46 HOURS OF FINAL GRACING. 5 ANY DISTURBED AREAS WHICH ARE NOT TO BE WORKED FOR 7 DAYS SHALL BE MULCHED AND ANY DISTURBED AREAS WHICH ARE NOT TO BE WORKED FOR 70 DAYS SHALL BE MULCHED AND SEEDED WITH RYE GRASS TO PR&FHT EROSION HAY OR STRAW MULCH SHALL BE APPLIED TO ALL FRESHLY SEEDED AREAS AT THE RATE OF 2 TONS PER ACRE HALES SHALL BE UNSPOILED, AIR DRED, AND FREE FROM W®, SEEDS AND ANY COARSE MATERAL ALL AREAS SKA L BE SEEDED BY SEPTEMBER 15 TO ESTABLISH VEGETATION BEFORE WINTER 6. TEMPORARY EROSION CONTROL MEASURES SHALL BE UTILIZED BY THE CONTRACTOR AS REOUIRED TO PREVENT ANY SEDIMENTATION FROM OCCURRING OFF THE PROPERTY 7 SOIL STOCKPILES SOUL BE MULCHED MID SEEDED IF THEY ARE TO REMAIN THREE MONTHS OR LONGER, PLACE HAY BALE OR SILT FENCE AT TDE. DURING CONSTRUCTION, STOCKPILE SOILS IN FRINGES OF DISTURBED AREA (TYPICAL), DO NOT STOCKPILE IN DRAINAGE WAYS OR SWALES OR WITHIN 50' Of PROPERTY UNE. PLACE ON FLATTEST AREA POSSIBLE. B ALL EROSION CONTROL MEASURES IN PLACE DURING CONSTRUCTION ARE TO BE CLEANED WHEN THEY REACH HALF CAPACITY OR AFTER SGNIFICANT STORM EVENTS. 9 THE PROJECT ENGINEER MAY ADD OTHER STORM EROSION CONTROL MEASURES AS NECESSARY 10 AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED, THE TEMPORARY EROSION CONTROL MEASURES ARE TO BE REMOVED AND ACCUMULATED SEDIMENT PRDPERLY DISPOSED OF 11. LIMITS OF DISTURBANCE SHALL BE FIAOCED IN FIELD PRIOR TO DISTURBANCE 12 ALL TREE STUMPS FROM CLEARED TREES BALL BE GROUND UP INTO MULCH AND REMOVED FROM THE SITE IJ THERE SHALL BE AN ON -SITE EROSION CONTROL PUN COORDINATOR FOR THE DURATION OF THE PROECT EROSION CONTROL LEGEND SILT FENCE, DETAIL 3/C20 SF LMTS OF CONSTRUCTION ■■■■■■ / w sHRR 0 FLOW DIRECTION SF STOCK PILE WITH SILT FENCE MOUND BASE � SP PROPOSED SURFACES PROPOSED BUILDING SITE AREA ,/' �1•''i'ii PROPOSED GRAVEL DRNE/ROADWAY PROPOSED PAVED WALKWAY PROPOSED CONCRETE PROPOSED GRAVEL DRIP EDGE LANDSCAPE LEGEND EUROPEAN BEECH, 'FAGUS STLVATICA (2) TOTAL A FLOWERING SBERIAN CRABAPPLE, 'MALUS SACCATA'(4) TOTAL B EASTERN WHITE PINF, 'PNUS STROBUS' (1) TOrA Cs ALL TREES SH41 BE 35" MIN. CALHPER AND SHALL BE RAGGED AND BULGED UTILITY NOTES i Stamp ou HwyW`•/j � 0 T a xs s � m w� T�PROPOSED WATER LINE WILL TIE INTO EXISTING ON -SITE SEROCE UNE. NL WATER LINE AND RELATED WORM TO BE Ry PERFORMED IN ACOOBDWNCE WITH THE SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CLAM—N WATER DISTRICT, THE CITY OF SOUTH BLAILINGTON, O COLCHESTER FIE DISTRICT NI AND THE VILLAGE OF JERICHO, HENCEFORTH THE CHO SPECIFICATION h+ti Fw+/1 SEWEB THE PROPOSED SEWER WILL FIDw VIA GMWtt FROM THE PROPOSED BUILDING TO ME EXISTING W-SITE WASTEWATER TREATMENT SYSTEM Fire>at' a x CNMHFAD WIRES WILL BE INSTALLED FROM THE EXISTING POLE ON THE NORTH SIDE OF ALIEN RD TO A NEW POLE WHICH WILL SE INSTALLED AOUACENT TO THE EXISTING SITE ENTRANCE, UNDERGROUND ELECTRIC WILL RUN FROM THE NEW POLE d TO THE PROPOSED BUILDING OesiDING 9ne Ely: ST/CB G65 Checked By THE EXISTING DOMESTIC GAS UNE IS TO SE ABANDONED THE PROPOSED LINE MLL RUN FROM THE MUNICIPAL LINE WHICH Drawn By: ST RUNS ALONG ALIEN RD TO THE PROPOSED GAS METER LOCATION ON THE SOUTHWEST CORNER OF THE PROPOSED BUILDING Scaly 1" . 20' Date: Aug-f 2005 FOR PERMIT REVIEW C I . NOT FOR CONSTRUCTION AUGUST 8. 2005 c U L Y q // lE SINE \� — �• L� Al O ISOF `'off �'\ 1A,Fjei WET AREA / I �•\ `' s q.; PIN[ / 7z / 1 PINE ` f Ll C10LTI.ID.L � � �" I � , PISS77LW0 , ; , �/ 1 •�. " +01 '�, '01 2 'OB I '01 CK 3oUlH5ULE1NOTON,vT / - NI! / 0 1 40 1 '0 1 '0 1 '1 1 i/ // i I/ 1• b.1. — ate' $ $i✓ A. 01 a \ \ 0 '1 l'F''` `;!'', ,7 9 2 / 21' ,02 .01 36 PINE 02 1 }� I I MAIdruNE01 uwN !i ,• t {.-.- I f11 •'0 7 '0.3 0. '0 /. , {; � ' - • /, :1-� . 1 `D •�D .. D.ti 'o 'o� ;�/.?/ is aD od, b 8 1. z_;o., / 117.3' '0 2 • �/ .'02, , 1j r7 ' \ wTr APEA �\ \ \ ,, \ \ 'OA • •'OB • ' 2 ` I 01 +0.1 • 'U 1 'd 1 '. 0.1 0 ,'02 r 2' +0 '0 '011 / ♦ / /� % \\\�.\\ \ 01 '0a •3 2 0� `02 +01 /'`O1 . +Q.1 +01. 'OA' •:0.] . r0 o i•D1' 01 '0 '0 �1/ / ' � `9, •r01 • ;0'�, ' Q1�• `OM; U1• •'0 +01 `01 2• 'd2. 3 7 0.3 .2 `•1• •+01' 'Q:l >oI L A CFEKRKI/♦ '/ I IIIIIII1 ' '• I` P�2 a1 'O1 01 S COLA BOTTLWO -, / btm �I I I III \ TOP OE rpp r / ♦ 1 I \ 01 `0. ! 1OQ1 • `02 . ; k02•• "0,1 01 woo 1.�.J L =HlLDY 1[OUNlA13{YID\\Mr LLC I / L!C VOLLU0100, PAOI20 ,' ¢ • U j j PSI COLA 1301TL1N0 ® \ 73,260 SYA I I I I 1 17ACRES* I, I D(ISTING PEPSI BUILDING ALLJ24WOOD AT PILSEURY ►1ANOR 90 ALLEN IUD SOUTH 3URL PTOTON, VT ASCENSIONLUTHEI ANCHU IC N/P c CME 1 LIGHTING LEGEND 12' ARCHIECMAL ARM-MOINIED CUT-OFF XM 70W HIGH PRESSURE SODIUM LIGHT BULB MOUNTING HEIGHT = 12,0' BUILDING MOUNTED VISIONAIRE OASIS LIGHT E 226 DEGREE MOWTWG APaE 10W HIGH PRESSURE SODIUM LIGHT BULB MOUNTING HEIGHTS E 5' OVER DRIVE THROUGH HEARSE ACCESS OVERHEAD DOORS 1GN OVER MAINTENANCE OVERHEAD DOOR A 0' NW TO EMPLOYEE EMRANCE B' DOW INCANDESCENT UGHT, OPEN M1DE FLANGE MOUNTING HOWE - 6.5 a Stamp Checked By; Drawn By, ST Scab 1" . 20' Da la. August 2005 C 1,2 South Burlington Water De( ,tment 403 Queen City Nark Road South Burlington, Vermont 05403 (802)864-4361 Date. Jan 15, 2005 ADIRONDACK BURL/CREMATION C/O READY FUNERAL SERVICE 261 SHELBURNE STREET BURLINGTON, VT 05401 Account Number: 2036 Billing Period: Oct 15, 2004 To: Jan 15, 2005 Location: 75 ALLEN ROAD Name. ADIRONDACK BURUCREMATION Please Make Checks Payable To: South Burlington Water Department Penalties: All bills for metered water are rendered every three months and are payable within 30 days. A 1.5% late charge will be added after 30 days Customer Copy Please detach here and mail bottom portion with payment. Message. Water Rate $17.70/1000 C.F. Sewer Rate $19.85/1000 C.F. Previous Reading 90100 9/28/2004 Meter Reading (Cubic Feet) Present Reading 90200 1 /7/2005 Consumption 100 Water Consumption this quarter in Gallons. 748 Water Sewer 17.70 19.85 I Please Pay This Amount ' $37.55 Due Date ' 02/15/2005 South Burlington Water D� rtment 403 Queen City Park Road South Burlington, Vermont 05403 (802)864-4361 Date: Apr 15, 2005 ADIRONDACK BURL/CREMATION C/O READY FUNERAL SERVICE 261 SHELBURNE STREET BURLINGTON, VT 05401 Account Number: 2036 Billing Period: Jan 15, 2005 To: Apr 15, 2005 Location: 75 ALLEN ROAD Name: ADIRONDACK BURL/CREMATION Please Make Checks Payable To: South Burlington Water Department Penalties: All bills for metered water are rendered every three months and are payable within 30 days. A 1.5% late charge will be added after 30 days. Customer Copy Please detach here and mail bottom portion with payment. r17/6� Message Water Rate $17.70/1000 C.F. Sewer Rate $19.85/1000 C.F. Previous Reading 90200 1 /7/2005 ReadingMeter (Cubic Present Reading 90300 3/29/2005 Consumption 100 Water Consumption this quarter in Gallons 748 I I Water Sewer 17.70 19.85 I i Please Pay This Amount ' I $37.55 I _ Due Date _ 05/15/2005 _.,y . / -- rOo /D South Burlington Water �-,jartment 403 Queen City Park Road South Burlington, Vermont 05403 (802)864-4361 Date: Jul 15, 2005 ADIRONDACK BURL/CREMATION C/O READY FUNERAL SERVICE 261 SHELBURNE STREET BURLINGTON, VT 05401-4954 Account Number: 2036 Billing Period: Apr 15, 2005 To: Jul 15, 2005 Location: 75 ALLEN ROAD Name: ADIRONDACK BURUCREMATION Please Make Checks Payable To: South Burlington Water Department Penalties: All bills for metered water are rendered every three months and are payable within 30 days. A 1.5% late charge will be added after 30 days. Customer Copy Please detach here and mail bottom portion with payment. Message. Card Reading Water Rate $18.60/1000 C.F. Sewer Rate $19.85/1000 C.F. Previous Reading ReadingMeter (Cubic Present Reading Consumption 90300 90500 200 3/29/2005 6/29/2005 Water Consumption this quarter in Gallons. 1496 Water 18.60 Sewer 19.85 Stormwater Fee 67.50 Please Pay This Amount ' $105.95 Due Date ' 08/15/2005 DEPARTMENT 011+ PLAU\,TI T21TG 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 17, 2005 Sarah Thyng Engineering Ventures 208 Flynn Avenue, Suite 2A Burlington, VT 05401 Re: Ready Funeral Home Dear Ms. Thyng: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on 8/16/05 (effective 8/16/05). Please note the conditions of approval, including that the applicant shall obtain a zoning permit within six (6) months of this approval or this approval is null and void. In addition, the applicant shall obtain a Certificate of Occupancy prior to use of this structure. If you have any questions, please contact me. Sincerely, Betsy McDonough, Planni g & Zoning Assistant Encl. SIGN IN SHEET MEETING: DATE- cF �A lit \4mp 1d ''N . � .r. dN, 8.. �1�'�` r /u, y-„ i,- ;x" ' jG `a � /r� N � J_ ��f' (w W ,Lje z: LA.0 W C6 1.4. A-1 0 LU CIS cw-A a zI, L m CZTY OF SOUTH D EPARTIVIE14T OF PLA1?TPTPTG & � ,TT-1,T 575 DORSET STREET SOUTH EURL2,TGTONT, `TEETAGNT {;5402 (802) 846-4106 FA1[ (802) 846-4101 August 11, 2005 Sarah Thyng Engineering Ventures 208 Flynn Avenue, Suite 2A Burlington, VT 05401 Re: Ready Funeral Home Dear Ms. Thyng: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, August 16, 2005 at 7:30 p.m. at the City Hall Conference Room, 5; 5 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Planning & Zoning Assitant Encl. I i CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND .ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 0S403 (802)846-4lo6 July 27, 2005 L&C Farrell Pepsi Cola Bottling Co. PO Box 4010 South Burlington, VT 05407 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. iDENGINEERING VENTURES INC TRANSMITTAL 208 Flynn Avenue, Suite 2A, Burlington, VT 05401 ■ tel. 802.863.6225 ■ fax. 802.863.6306 7205 Main Street, Suite 4, P.O. Box 2469, Manchester Center, VT 05255 ■ tel. 802.3624303 ■ fax. 802.362.4304 19 Northbrook Drive, Falmouth, ME 04105 ■ tel. 207.781.2900 ■ fax. 207.781.2962 date: August 9, 2005 to: Ray Belair, South Burlington Planning and Zoning from: Sarah Thyng re: Ready Funeral Home Notes: Ray — Here are (3) full size copies and (1) 11 x 17 set of the plans for the above referenced project for the August 16 development review board meeting. Per your comments from our phone conversation, the following additions have been made to the previously submitted plans dated July 20, 2005: • Note about trash can location • Bike rack location • Snow storage location • Driveway ROW impact areas • Abutters addresses • Lighting plan and cut sheets • More detailed landscaping information Please let us know if you have any other questions or comments. Thanks, sa� ' Sarah v SAPROJECTS\0-2005\05388 READY FUNERAL HOME \Dots\2005-08-09 TRNSMTL2SB.DOC Oasis Wall & Ceiling it//��^^�� • CIYLJY! u -------------------------------------------- Listed for wet locations C 1 y' = OAS-2 14 1 20.25 1 14" 70w OAS-3 16.25' 1 24" 1 20.25" 175w The Oasis is a decorative wall mount luminalre, designed for director indirect The finish is a Quali-Guard* textured, themoset, polyester powder coat lighting, that has an elegant architectural design to enhance the appearance paint, oven baked at a temperature of 4000 Fahrenheit to promote maximum of office buildings, walkways, entrances, shopping malls, stairwells, and other adherence and finish hardness. general area lighting applications. The Oasis is designed for both well mount or pole mount applications. The lens is a Gear, tempered, flat glass, secured by aluminum lens retainers, Standard pole mount ann is an extruded aluminum, boft-on-arm, with oontinu- and fully gasketed with form -fitting silicone. ous channels, securing two 3/8 inch zinc running bolts with stainless steel hardware. The arm is premounted to fixtures by Visionaire. The Oasis utilizes specular, segmented, horizontal lamp, optical systems, available in wide, medium, and forward throw distribution. 'For up light ap- All fixtures are factory wired and tapped to voltage specifications, available plications, please consult factory for distribution options. in MH, Pulse Start, HPS, and energy efficient Compact Fluorescent. Also available In Incandescent. Model No. Optics Wattage Source Voltage Mounting Finish Options AS • o OA8-2 o Wide o 50 (50) PS, HPS 0 120 Wall Mount a Bronze n Polycarbonate Lens Throw n 70 (70) PS, HPS (1) (M) (PCL) (T2) o Direct Down o Black (M), (P), (S) a 208 LIght (SK) 0 Quartz Restrike o n o (2) (D) a White (QR) n Compact (WH) Fusing Fluorescent o 240 a Green 'Single In -Line Fuse n Medium (CF) G In -Direct Up ffy Volta o OAS-3 Throw p 100 (100) PS, HPS (3) Light o GGray a (SF120)c a (SF277) (T3) (UL) (G� "DoSa�LnnnFuse n 150(150) PS, HPS a 277 *pVe (4) o Silver Metallic o (DF208) n (DF240) n 175 (175) MH (SL) a (DF480) Pole Mount a Custom n Forward (M), (P), (S) 0 480 (CC) Throw o n o (5) n Bolt -On -Ann (T4) n Compact (BOA) Fluorescent (CF) n M.Tap (6) •Multi -Tap ballast Is standard and factory wired at 277 volts 'Please consult unless other factory for Compact voltage Is Fluorescent options. specHled. VISIONAIRE LIGNTING 19645 Rancho Way •Rancho Dominguez, CA •90220 Tel: (310) 512-6480 •Fax: (310) 512-6-6486 www.visionalrelighting.com a Area Lighting l Architectural Arm -Mounted Cutoff KSE Symmetra° Ordering Information Designation High Pressure Sodium KSE► 70S KSE1 100S KSE► INS KSE2 250S KSE2 400S Metal Halide KSE► IOOM1 KSE► 150M KSE► 175M KSE► 20OM2 KSE2 250M KSE2 320M2 KSE2 35OM2 KSE2 40OM3 Distribution R2 Type II roadway R3 Type III asymmetric R4SC Type IV forward throw, sharp cutoff R4W Type IV wide, forward throw (size 2 only) R5S Type V square (size 2 only) Dimensions are shown in inches (centimeters) unless otherwise noted KSE1 KSE2 EPA' 1.3 ft2 (.12 m2) 1 9 ft2 (.18 m2) Square 15-11/16(39.8) 19(48.3) Height 8-3/4(222) 10-15/16(27.6) Max.weight 26.6lbs (12.1kg) 39.9 lbs (18.1 kg) 298 Outdoor Lighting PSG7 Intended Use For car lots, street lighting or parking areas. Features Housing — Rugged, heavy -gauge, extrud- ed aluminum housing. Square shape, seam - welded and internally sealed for weather - tight integrity. Standard finish is dark bronze polyester powder (DDB). Architec- tural Class 1 anodize finish and other archi- tectural colors available. Optics — Anodized, segmented reflectors for uniformity and control. Reflectors are rotatable and interchangeable. Five cut- off distributions available: R2 (Roadway), R3 (Asymmetric), R4SC (Forward Throw, Sharp Cutoff), R4W (Wide, Forward Throw) and R5S (Symmetric). Door Frame — Naturally anodized, extrud- ed aluminum door frame sealed to housing by silicone closed -cell gasket and secured with (3) quarter -turn closing screws. Can be hinged from any of the four sides. Lens — .125"-thick, impact -resistant tem- pered glass. Mounting — Extruded 4" aluminum arm for pole or wall mounting shipped in fixture carton. Optional mountings available. Electrical — High reactance, high power factor for 15OW and below. Constant watt- age autotransformer for 175W and above. Copper wound and 100% factory tested. Removable power tray and positive -lock- ing disconnect plug. Socket — Medium -base socket for 15OW and below. Mogul -base porcelain socket with copper alloy, nickel -plated screw shell and center contact. UL listed 1500W-600V. 4KV pulse rated. Listings — UL Listed (standard). CSA Certi- fied or NOM Certified (see options). UL list- ed for wet locations. For product details and performance data, see the OUTDOOR binder or the on-line catalog at www.lithonia.com. Example: KSE1 150S R2 120 SP09 PER Voltage Mounting 120 Included 2W SP04 4" square pole arm6 (std.) 2401 SP09 9" square pole arm 277 RP04 4" round pole arm6 347 4804 RP09 9" round pole arm TB5 WW04 4" wood pole or wa116 WW09 9" wood pole or wall W11104 4" wall bracket WB09 9" wall bracket L/ARM When ordering KMA or DA12 Shipped separate y KMA Mast arm adapter KTMB Twin mounting bar DA12P Degree arm (pole) DA12WB Degree arm (wall) NOTES: 1 Not available in48OV. 2 Must be ordered with SCWA. 3 Must use reduced jacket lamp. 4 Consult factory for availability in Canada 5 Optional multi -tap ballast (120,208,240,277V; 120,277,347V in Canada) 6 Use 9" arm when mounting two luminaires at 90". 7 PER must be ordered with fixture. 8 Includes mounting arm 9 Available on KSE2 only Options/Accessories Installed SF Single fuse, 120, 277, 347V OF Double fuse, 208, 240, 480V PER NEMA twist -lock receptacle only (no photocontrol) (IRS Quartz restrike system CR Corrosion -resistant finish EC Emergency circuit GSL Glass sag lens9 SCWA Super CWA Pulse Start Ballast (n/a with HPS or 100, 175M) CSA CSA Certified NOM NOM Certified (consult factory) For optional architectural colors, see page 349 Shipped Separately PEI NEMA twist -lock PE (120-240V)7 PE3 NEMA twist -lock PE (347V)7 PE4 NEMA twist -lock PE (480V)7 PE7 NEMA twist -lock PE (277V)7 SC Shorting cap for PER option KSEIHS House -side shield (R2, R3 only) KSE2HS House -side shield (R2, R3 only) KSEIVG Vandal guard KSE2VG Vandal guard For tenon sliphtters, see page 350. IA L/THO/V/A L/0,WT7/V1- i i Commercial Downlighting Non -IC Frame -In 6" Incandescent For product details and performance data, seethe DOWNLIGHTING binder or the on-line catalog at www.lithanis.com Intended Use Recessed Frame -In rated Non -IC for New Construction or Remodel ap- plications. Approved for all ceiling types, including air handling plenums, and wiring types. Features Thermally protected against improper contact with insulation and ap- proved for through -branch circuit wiring. Rugged, galvanized steel frame and J-box. Factory -installed, captive bar hangers span 24' and feature built-in nailers and T-bar clips. J-box has built-in Romex clamps and a ground wire Socket housing clips to reflector to ensure proper and consistent lamp position. Retrofit kits available. Convert LP6 incandescent frame -in to operate one double twin tube compact fluorescent, MR16 or PAR36 low voltage or high intensity discharge lamp. Consult specification sheets for trim compat- ibility and other details. UL listed (standard). CSA Certified or NOM Certified (see options) Example: LP6 CSA Series Options LP6 CSA CSA Certified. NOM NOM Certified (consult factory). SOT 277V stepdown tranformer (277V to 120V). Full Reflector Trims - All trims are damp location. Lensed trims are wet location listorl. Lamp type and wattage listed for each trim. Maximum ceiling thickness 112; consult factory for thicker ceiling applications. Open Wide Flange Open Narrow Flange 601 White 602 White 602A Clear Specular 6026 Gold Specular 602SA Clear Diffuse 602SG Gold Diffuse 65, 65 BR30 75 PAR30 a° 100 A19 ��Is^ Baffle Wide Flange 6B1 Black 6B1W White s-sla ' 65 A19 11 65 BR30 �^—{ I 75 PAR30 Baffle 6B4 Black 6B4W White 100 A19 120 BR40 150 PAR38 BR/PAR30 Adjustable With Specular Cone 6AC1A Clear 6AC1G Gold 6AC1BL Black 41 ft• "' a-1/2" IMPORTANT Frame -ins and trims are packaged and shipped as separate components. For details on ordering and packaging options, see page 244. 1I 7-5ra^ ' Heightvades. e p See trim for j height (D a-3/4 L 2-1/4" — 6-7/8" 1� 6.7/8" Iri 1 7, 65 BR30 75 PAR30 731a' ,r. 100 A19 120 BR40 r87 531a' 150 PAR38 ,re' (White)) (others)— 250 BR40 Heat Lamp Baffle Narrow Flange 6B2 Black 6132W White a1s65 BR30 75 PAR30 5-tz^ 100 PAR38 Specular Cone With Diffuse Upper Reflector 6C3A Clear 6013 Gold 6CC33B'(L�(� Black 73/8• 10 L� I 155PAR38 PAR36 ~7.5/e—I 150 A21 PAR38 Adjustable With Baffle 6AB2 Black 6AB2W White 9-3/S" 1 F— a' —I, 150 PAR38 —7-5/9"-1 Premium Specular Open Reflector 603A Clear 603G Gold 7-31 1 8 7 120 BR40 a . A21 38 150 8150 A21 Premium Baffle With Diffuse Upper Reflector 6B3 Black 6B3W White 1 120 BR40 150 PAR38 150 A21 BRIPAR30 Adjustable With Baffle 6AB1 Black 6AB1W White e-trr 1 65 BR30 I �J 75 PAR30 7-5151a" —t PAR38 Adjustable With Specular Cone 6AC2A Clear 6AC2G Gold 6AC2BL Black ( 1 150 PAR38 IA LI MMMA L/GHT//VG y t legals PUBLIC HEARING SOUTH BURLINGTON DEVELOP- MENT 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, August 16, 2005, at 7:30 P.M. to consider the following: 1. Final plat application #SD-05- 62 of Shearer Chevrolet, Inc. to amend a previously approved planned unit development for an existing 48,538 sq. ft. gfa of auto sales and service facility and 26,358 sq. ft. expansion. The amendment consists of: 1) minor adjustments to proposed expansion which will. increase expansion to 27,539 sq. ft., and 2) other site modifications, 1675 Shelburne Road. 2. Final plat application #SD-05- 60 of F&M Development Co, LLC to amend a previously approved planned unit development con- sisting of: 1) 309 residential units in six (6) buildings, 2) subdividing two (2) parcels of 24.458 acres into eight tots, 3) a 90,000 sq. ft. building which will include 11,000 sq. ft. of retail, a 150 seat, 7,500 sq. ft. restaurant, 70,000 sq. ft, of gen- eral office, 2,500 sq. ft. drive -in - bank, and ten (10) residential units, 4) a 4,430 sq. ft. expan- sion to an indoor recreation facility, and 5) an existing 16,000 sq. ft. television studio & office building. The amend- ment consists of: 1) subdividing lot 41 into three (3) lots, 2) boundary line adjustment between tots 48 & 9, 3) reduce size of mixed -use building to 64,350 sq. ft. to include 40,000 sq. ft of office use, 7,000 sq. ft. of retail use and six (6) dwelling units, 4) site modifications to 370 Farrell St, 5) increasing the expansion of indoor recreational facility by 210 sq. ft to 4,460 sq. ft., and 6) constructing a 71 unit 4-story muiti-family dwelling on lot #9, Farrell St. 3. Final plat application #SD-05- 63 of Werner Properties, LLC for a planned unit development con- sisting of: 1) razing a 16 room motel and single family dwelling, 2) constructing a 6,000 sq. ft. 2-story multi -use building (requesting umbrella approval), and 3) constructing a 14 unit multi -family dwelling, 490 Shelburne Road. 4. Application #CU-05-13 of Ready Funeral Home for condi- tional use approval under Section 14.10, Conditional Use Review, of the South Burlington Land Development Regulations. Request is for permission to: 1) raze the existing buildings, and 2) construct a 3168 sq. ft. build- ing for funeral home and morti- tiary use (crematorium & office), 75 Allen Road. 5. Final plat application #SD-05- 67 of University Malt Realty Trust to amend a previously approved planned unit develop- ment consisting of a 675,115 sq. ft. GFA shopping center complex with 614,338 sq. ft. of GLA. The amendment consists of: 1) raz- ing an existing single family dwelling, and 2) constructing a 2,624 sq. ft. retail store, 155 Dorset Street. 6. Appeal #AO-05-02 of Wesco, Inc. appealing decision of Administrative Officer dated 7/8/05 relative to 1041 Shelburne Road. Copies of the applications are available for public inspection at the South Burlington City Hall. John Dinklage, Chairman South Burlington Development Review Board July 27, 2005 Qivb x� o� 1r�w, -D �-� oti000-asbo 9� WR 40 ti,� \-Ap w .e Sm. A 1 3 � ` y � , a<. s OVA jj t 4 � A . f rS 7ENGINEERING VENTURES INC Offices in Vermont & Maine 208 Flynn Avenue, Suite 2A ■ Burlington, VT 05401 ■ tel. 802.863.6225 ■ fax 802.863.6306 July 19, 2005 Raymond J. Belair, Administrative Officer South Burlington Development Review Board 575 Dorset Street South Burlington, VT 05403 Re: Ready Funeral Home Dear Mr. Belair, As we recently discussed on the telephone, Ready Funeral Home is planning some changes to their existing crematorium facilities located on Allen Rd in South Burlington, Vermont. The property currently has a conditional use permit to provide crematoria services. Please find attached the Applications for Site Plan Review, and for the Development Review Board (conditional use) for the proposed changes, as well as a check for the associated review fee. We would like to present the project with more detail and answer any questions at the August 16th Development Review Board Meeting. The enclosed plans depict the proposed changes as described below. PROJECT SUMMARY There are currently three buildings on the site housing the facilities. These are a 648 sf crematorium, a 731 sf office building and a 543 sf garage. The proposed project includes the construction of a 3,168 sf building on the site to house the much needed updated offices and crematorium facilities and the removal of the three existing buildings. There are no proposed changes in purpose or usage of the site. The overall disturbance for this project is 0.95 acres. SITE ACCESS The existing access to the site is a gravel drive connected to Allen Rd. The existing access will be relocated to the East of its current location. Once the proposed facilities are operational, the existing drive will be bermed up and filled in with trees to match the existing conditions along Allen Rd. The 18" polyethylene culvert at the existing access will be removed and the swale along Allen Rd at this location will be regraded to maintain positive flow through the swale. The proposed access to the site will be located approximately 100 ft east of the existing access on Allen Rd, across from the Allenwood at Pilsbury Manor driveway. The proposed driveway will be gravel as is the existing drive and a new 18" high density polyethylene culvert will be installed at this access to maintain flow through the roadside swale. WASTE WATER The existing office building is currently connected to an on -site wastewater treatment system which will remain in use both during and after construction. The proposed building will be connected to the system. Once the facility is operational, the line from the existing office building will be capped and abandoned. There will be no change in the amount of flow to this system. WATER The existing office building is currently connected to the municipal water system. The proposed building will tie into the existing on -site water line and will also be serviced by municipal water. There will be no change in flow from existing to proposed conditions. GAS The existing office building is currently connected to a domestic gas line which will be capped and abandoned. The existing crematorium is connected to the municipal gas system. The proposed building will tie into this existing on -site gas line and will also be serviced by municipal gas. ELECTRICITY The existing office building is currently connected to town electricity via an overhead wire extending from a pole on the opposite side of Allen Rd., and the existing crematorium is connected to the existing office building via underground wires. The proposed facility will also be serviced by town electricity. Due to a Town requirement of having underground service installed for all proposed buildings, a pole has been proposed on the South side of Allen Road and underground electric service will continue from this pole to the facility. The existing underground wires will be removed. STORMWATER Stormwater runoff from the site currently flows to two different locations: the roadside swale running along Allen Rd. and the Southeast corner of the property. The overall areas flowing to each of these points will not change from existing to proposed conditions. The total impervious cover on the site will increase slightly from 0.22 acres to 0.36 acres. All of the impervious cover in both existing and proposed conditions either sheet flows over grassed areas, or flows into the grassed swale along Allen Rd. Please do not hesitate to contact me if you have any questions, or need additional information. $fncer ly, CL� tal Louise Beliveau, P.E. Project Engineer Engineering Ventures Cc: Anne Vivian, GVV Architects 284 South Union St, Burlington, VT 05401 John Ambrosino, Ready Funeral Home 261 Shelburne Rd, Burlington, VT 05401 J 4DENGINEERING VENTURES INC TRANSMITTAL ynn Avenue. Suits 24, Burl ngton, VT 05431 s tel. 0 . 63 225 ■ fax. 802.863.6306 7205 Main Street, Suite 4, P.O. Box 2469, Nl;chester Center, VT 05255 ■ tel. 8C2,362-4303 ■ fax. 802.362.4304 19 Northbrook Drive, Falmouth, ME 04105 ■ tel 207.781.2900 ■ fax. 207.781 2962 date: July 20, 2005 to: Ray Belair from: Sarah Thyng re: Ready Funeral Home Abutters Dotes: Ray Here are the addresses for the abutters of the Ready Funeral Home property: Pepsi Cola Bottling Co. 20 Karen Ur. South Burlington, VT 05403 Allenwood at Pilshury Manor 90 Allen Rd. South Burlington, VT 05403 We are updating our drawings as we speak and will have them to you by August 8. Thanks for getting back to us so quickly — let us know if you have any other questions or need anything else. Sarah Thyng S.�PROJEC7510-2005%0538$ Rknar FJNERAL HVEWM\2005-07-20 TRNSNTL2RAr9=-- Too,,T1)01n s3?i17SKaA 5hI?I3axI9N3 900 CH 309 XVa 99:tT 2009,'09rL0 Permit Number SP- 0,.5000,- V CITY OF SOUTH BUF LINGTON 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 #)_ Ready Funeral Home - Jane Ready Shelburne Rd. Burlington, VT 05401 (802) 862-0991 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 402, pg. 281 3) APPLICANT (Name, mailing address, phone and fax #) SAA 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax ft Engineering Ventures — Sarah Thyng, E.I./Chantal Beliveau, P.E. 208 Flynn Ave. Suite 2A Burlington, VT 05401 (802) 863-6225 5) PROJECT STREET ADDRESS: 75 Allen Rd. South Burlington, VT 05403 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0040-00075 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use)_ The existing site consists of a 731 sf office building, a 648 sf crematorium and a 543 sf garage as well as gravel access to all three buildings. The main use of the site is to provide cremation services- which is a conditional use. b) Proposed Uses on property (include description and size of each new use and existing uses to remain)_ The proposed use of the site will not change. The existing buildings are to be removed once the new facility is operational, and a new 3,168 sf building is proposed to serve as a crematorium and office building. Access to the site will remain gravel, however will be relocated East of the existing access. c) Total building square footage on property (proposed buildings and existing buildings to remain) 3168 sf d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) The proposed building will be 25' tall with a smoke stack extending 3' above the roof. The building will have a slab on grade and will be one floor. e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): There are currently 3 employees that access the site as well as deliveries made by hearses as needed, and box trucks on a monthly basis and a pick-up truck for maintenance purposes on a yearly basis. This number will not change in proposed conditions. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8) LOT COVERAGE Total parcel size: 73,260f Sq. Ft. a) Building: Existing 2.62%/ 1922 sf Proposed 4.32%/3168 sf b) Overall impervious coverage (building, parking, outside storage, etc) Existing13.68% / 10,025 Sq. Ft. Proposed 21.63% / 15,850 Sq. Ft c) Front Yard (along each sreet) No Change d) Total area to be disturbed during construction: 41,575f Sq. Ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): $ 350,000 b) Landscaping: $$200.00f per tree c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 3-4 per day b) A.M. Peak hour for entire property (in and out):N/A c) P.M. Peak hour for entire property (In and out): N/A 11) PEAK HOURS OF OPERATION_8 am -5 pm 12) PEAK DAYS OF OPERATION: Monday -Friday 13) ESTIMATED PROJECT COMPLETION DATE: April 2006 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) L&C Ferrell Pepsi Cola Bottling Co. Allenwood (a) Pilsbury Manor 15) 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). C I hereby certify that all the information req ed as part of this ap ication has been submitted and is accurate to the best of my knowledge. GN URE OF APP ANT 13 SIGNATME OF PROP RTY OWN c Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: �/bevelo f ient Review Board ❑ ❑ Administrative Officer I h ve reviewed this site plan application and find ' be: /complete Incomplete 41�1 AZ v ` Director of Pla*iiltg &'Zoning or Designee EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. o Lot drawn to scale (20 feet scale if possible) o Survey data (distance and acreage) o Contours (existing and finished) o Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations o Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping o Existing and proposed curb cuts, pavement, walkways o Zoning boundaries o Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) o Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) o Location of septic tanks (if applicable) o Location of any easements o Lot coverage information: Building footprint, total lot, and front yard o North arrow o Name of person or firm preparing site plan and date o Exterior lighting details (cut sheets). All lights should be down casting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 26.253(b) of the zoning regulations o If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE :I Site Plan $ 185* 1 Amended Site Plan $ 185 Administrative Site Plan $ 85* * Includes $10.00 recording fee l Permit # 0 �✓ APPLICATION FOR THE DEVELOPMENT RI,VIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ( ) Appeal from decision of the Administrative Officer (includes appeals from Notice of Violation (X) Request for a conditional use () Request for a variance () Other PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY): WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING? Modify existing conditional use permit 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone & fax #): Ready Funeral Home - Jane Ready Shelburne Rd. Burlington, VT 05401 (802) 862-0991 2) LOCATION OF LAST RECORDED DEED (book & page #) Book 402, pg. 281 3) APPLICANT (name, mailing address, phone and fax #) Same as Owner 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax # if different from above): Engineering Ventures — Sarah Thyng, E.I./Chantal Beliveau, P.E. 208 Flynn Ave. Suite 2A Burlington, VT 05401 (802) 863-6225 5) PROJECT STREET ADDRESS: 75 Allen Rd. South Burlington, VT 05403 6) TAX PARCEL ID #: 0040-00075 7) PROJECT DESCRIPTION A. Existing Uses on Property (including description and size of each separate use): The existing site consists of a 731 sf office building, a 648 sf crematorium and a 543 sf garage as well as gravel access to all three buildings. The main use of the site is to provide cremation services- which is a conditional use. l B. Proposed Uses on Property (include description and size of each new use and existing uses to remain): The proposed use of the site will not change. The existing buildings are to be removed and a new 3168 sf building is proposed to serve as a crematorium and office building. Access to the site will remain gravel. C. Total building square footage on property (proposed buildings & existing building to remain): 3168 sf D. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): The proposed building will be 25' tall with a smoke stack extending 3' above the roof. The building will have a slab on grade and will be one floor. E. Number of residential Units (if applicable, new units & existing units to remain): N/A F. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): There are currently 3 employees that access the site as well as deliveries made by hearses as needed, and box trucks on a monthly basis and a pick-up truck for maintenance purposes on a yearly basis. This number will not change in proposed conditions. G. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): 8) LOT COVERAGE A. Total parcel size: 73,260f Sq. Ft. B. Buildings: Existing 2.62% / 1922 Sq. Ft Proposed 4.32% / 3168 Sq. Ft. C. Overall impervious coverage (building, parking, outside storage, etc) Existing13.68% / 10,025 Sq. Ft. Proposed 21.63% / 15,850 Sq. Ft. D. Total area to be disturbed during construction: 41,575 Sq. Ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES A. Building (including interior renovations): $ 350,000 B. Landscaping $200.00f/tree C. Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC: A. Average daily traffic for entire property (in and out): 3-4 per day B. A. M. Peak hour for entire property (in and out): N/A C. P.M. Peak hour for entire property (in and out): N/A 11) PEAK HOURS OF OPERATION 8 am -5 um 12) PEAK DAYS OF OPERATION Monday - Friday 13) ESTIMATED PROJECT COMPLETION DATE —April, 2006 14) LIST ABUTTING PROPERTY OWNERS: (list names and address of all abutting property owners, including those across any street or right-of-way. You may use a separate sheet of paper if necessary): L&C Ferrell Pepsi Cola Bottliny- Co. Allenwood A, Pilsbury Manor I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowlegN. If TURE SIGN4TURE OF PROPERTY O /Do not wri ow t lie� DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review board ❑ Director, Planning & Zoning Ijpve reviewed this application find it to be: rl COMPLETE ❑ Incomplete of Planning & Zoning or Designee MATTHDin COUNTER, WILLIAM READY, Agent 75 Allen Road Area zoned C-2 District Existing residential use is non -conforming Section 8.10 Permitted Uses allow for "undertakers" Also permitted under proposed regulations Proposed to convert existing 20'x34' garage into a crematory, also maintain existing single family dwelling for residential use. Section 11.15 Multiple Use, occupying the property with more than one use. L`lL7C'"&"EeT,+RDMF , TTV',-RQt3ERT OWNSEND 350..Dor.se.t Street,_. February 16, 1982 South Burlington Zoning Board of Adjustment Dorset Street South Burlington, Vermont 05401 Attn: Richard Ward Zoning Administrator RE: COUNTER PROPERTY 75 Allen Road South Burlington, Vermont Dear Mr. Ward: Please be advised that I have appointed Mr. William J. Ready of 60 Proctor Avenue, South Burlington, Vermont, as my Agent to apply to the Board for a zoning variance on the use of my property which is presently under contract to him for sale. Yours truly, Matthew Counter March 23, 1982 Mr. Wiliam Ready 60 Proctor Avenue { g South Burlington, Vermont 05401 bear Mr. Ready: i Be advised that the South Burlington Zoning Board of Adjustment has granted your request for a zoning variance. The Board will issue formal findings at a later date. This office will issue a permit for remodeling of the garage upon your request. Very truly, Richard Ward, Zoning Administrative Officer JIRW/MC9 U",jl,,RCd ,TVT2 0��ICG ATTI- f02M� 2f WT. �Sr,,G, nl-CO 1f j-TLT',jTI;d2 9,P 7 Tsrf:EiL :tom r6dnG24: T�L g '20UTUa AgTT'JIJCG* RG gqAT26Y �VO� J:PG POn�'p pOK-TIJ�lf:OU �,PLTYTA r�O Lq O� Vq c 1 9 _�n2pilGlif TYIP -Ir Ac-'T-,la-xjCIL31()T (). lt:LC)C;.POT VA(-.;IJ,'IG MTlTT9-w WgLrP TJ31 Tai,'S r APPLICATION OF WILLIAM J. READY William J. Ready hereby applies for a Zoning Permit to operate a crematory for human bodies and storage of burial vaults and burial urns on property located on the southerly side of Allen Road, known as 75 Allen Road. Attached hereto is a site plan of the property. This property is located in Commercial 2 District. The zoning ordinance makes no specific reference to a crematory as either a permitted or conditional use in any zone. Zone C2 specifies the following specific uses: 13.101 Veterinarian, doctor, medical clinic 13.102 Pet shop -undertaker and memorial sales 13.118 Research and testing laboratories The crematory and storage of burial vaults and burial urns are the equivalent of the above permitted uses as referred to in Section 22.131 of the zoning ordinance. The crematory will consist of a Retort unit which is 15 feet long, 6 feet wide and 7 feet high. It will be totally housed within the 24 by 20 foot garage building set forth on the site plan. The Retort is gas fired, and reduces the human remains to purified skeletal fragments in two to three hours. The operation of the crematory will be in accordance with the performance standards as set forth in Table II: 1. Fire and explosion hazards - none. 2. Vibration - none. 3. Noise - sound is created by 1.5 horsepower blower moter which emits no more noise than that of a standard room air conditioner unit. 4. Air pollution - a permit will be obtained from the Air Pollution Division of the Agency of Environmental Conservation. Further specific data will be furnished. 5. Oders - no odors will be emitted. 8. Heat - no heat will be emitted which will cause a temperature increase on any adjacent property, whether such change be in the air or on the ground. Y -2- 11. Liquid and solid wastes - there will be no discharge or emission of any liquid or solid wastes. The residue in the form of skeletal remains are deposited in an urn and removed from the property. No other performance standards are applicable. The crematory will be owned by William J. Ready, and the crematory facilities will be made available to all area funeral services. Mr. Ready is the owner of the Ready Funeral Service. In 1980 One Hundred nine (109) cremations came out of the Burlington area. The present crematory facilities available are at St. Johnsbury, Bennington and Montreal. When fully operational and after a period of becoming known it is anticipated that there will be Two Hundred to Two Hundred Fifty (200 - 250) cremations per year. There would be no peak hour of generation of traffic. Cremations would be by appointment and there would never be more than two vehicles arriving and leaving the property at the same time. There is adequate parking on the property. The property is in a relatively open area. There is vacant land to the west extending to U.S. Route 7. On the south side a Pepsi -Cola warehouse. On the east side the Ascension Lutheran Church. On the north side there is a paint shop. NOTICE OF APPEAL SOUTH BURLINGTON ZONING BOARD OF ADJUSTMENT �,/Name, address and telephone # of applicant William Ready, 60 Proctor Avenue, South Burlington, Vermont Home 863 5497; Work 862 0991 V4'ame, address of property owner Matthew Counter, 75 Allen Road, South Burlington, Vermont Property location and description 75 Allen Road, South Burlington, Vermont 1.7 acres - frontage on Allen Road 250'± - depth of 290'±; structures on property - 720 sq. ft. ranch, etac e -car garage storage stied; I hereby appeal to the Zoning Board of Adjustment for the following: conditional use, variance or decision of the administrative officer. I understand the meetings are held twice a month (second and fourth Mondays). The legal advertisement must appear a minimum of fifteen (15) days before the hearing. I agree to pay the hearing fee of $30.00 which is to off -set the cost of the hearing. Ul/U //3 4� � • � H aring Date Signature of ppell0aint- z // //s z — Do not write below this line ------y-------------------------------------------------------------------- SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24 V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on at day of week month and date) time to consider the following: Appeal of seeking a r from Section /3- 0,'' r� ,,, •�.,r of the South Burlington Regulations. Request is for permission to ,r 66 �r Yj/ /,�� �'t R.t� r1 +. /' / "����•-4 �. _ -'r--fl�.�,C.✓c-./C- 4�Y .. �--" IG� / :i +�..X-•�''..,L..y.",.J /•-,�t1i ry«i.N.w ii - jL 1=L AL N U f U:b SOUTH BURLINGTON , ZONING NOTICE In accordance with the South Bur-4 lington Zoning Regulations and.: Chapter 117, Title 24 V.S.A. the# South Burlington Zoning Board of,( Adiustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room. 575 Dorset Street, South I Burlington, Vermont on Monday,! March 22, 1"2 of 5 00 P.M. to can-, Sider the following' No 1 Appeal of Thomas A. Farrell Serkln0 u variance from Section 6W Permitted use+ -sub section 6001 of the South Burlington Regu. 1a11nns Request 1s for perrnisslon to convert an existing summer Cottage Into a second dwelling unit of opproxlmateiv 850 square feet In conjunction with an existing dwelling and other summer cot. loge area, at Allenwood Estates, Shelburne Road. No. 2 Appeal of Matthew Counter, William Ready, agent seeking a variance, from Section 13.00, Non- conforming usest & structures and section 11 15 Multiple uses of the South Burlington Regulations. Re- quest Is for permission to convert an existing 20' x 21' garage Into ,crematory, and In conjunction maintain an existing dwelling for residential use, on a lot containing 1.7 acres, located at 75 Allen Road. No. 3 Appeal of Alco Equipment, Inc., Robert Townsend seeking a variance, from Section 13.00, Non- conforming uses 6 structures and Section 11 00 Dimensional require- ments of the South Burlington Regulations. Request Is for Per - Mission to Construct an addition 30' x 60' to within ten (10) feet of the northerly side yard (present ' structure being non conforming to i dimensional requirements) at 350 Dorset Street. No. 4 Appeal of Budget Rent a- 1 car, David Robertson, agent seek- , Ing a variance, from Section 11.00, Dimensional requirements of the South Burlington Regulations. Re- quest Is for permission to con- struct a 40' x 60' building to within twenty-six (26) feet of the required rear yard, at 7W Airport Parkway. Richard Ward 1 Zoning Administrative March 6, 1982 r� SEQUENCE OF OPERATION 1 . SET TIMER 6, f1e�c Rs 2. PRESS BLOWER BUTTON "ON" 3. PRESS AFTERBURNER BUTTON "ON" AFTER PURGE LIGHT GOES OUT C f ,Al -_r rx,,p,-,�a I ? .11i�4 4. PRESS DOOR "UP" BUTTON f`'L" c`.Pu-N4V 5. LOAD CASE INTO RETORT 6. PRESS DOOR "DOWN" BUTTON 7. PRESS MAIN BURNER "ON" 8. AT COMPLETION OF CREMATION AND COOL DOWN CYCLE, SWEEP OUT THE CREMAINS. _ 7 rll LS i IC,,:,S P.';D SUGGESTED AIMS"F PS 0', TH E "ALL" PATHOLOGICAL CREMATORY RETORT Q. What stops it from smoking? A. THE AFTERBURNER DESIGN STOPS ANY SMOKING. Q. Is an odor produced during crer,;ation? A. THE RETORT IS DESIGNED TO OPERATE WITHOUT ODOR: HOWEVER, IF IT DOES OCCUR, IT IS DUE TO AN UNDERADJUSTMENT TO THE AFTERBURNER SYSTEM. Q. Where are the "ALL" Retorts located geographically? A. THE "ALL" RETORTS ARE IN HANY STATES IN THE U.S., AND ALSO IN MANY CANADIAN PROVINCES. THE "ALL" PATHOLOGICAL CREMATORY RETORT HAS MET THE STRINGENT POLLUTION CONTROL REQUIREMENTS WITHIN THE FIVE BOROUGHS OF NEW YORK CITY. IT HAS ALSO BEEN APPROVED IN THE METOPOLITAN LOS ANGELES AREA (WHOSE SMOG PROBLEMS HAVE REQUIRED THEY PASS SOME OF THE STRICTEST LAWS IN THE UNITED STATES). Q. What about safety mechanisms on the retort? A. THE UNDERWRITERS LABORATORIES HAVE ASSIGNED A NUMBER TO THE "ALL" PATHOLOGICAL RETORT, AND BY THEIR INTENSIVE TESTING PROCEDURES HAVE DETERMINED THE UNIT TO MEET ALL OF THEIR SAFETY CRITERIA. Q. What types of fuel does it require and how much? A. IT CAN BE OPERATED WITH NATURAL GAS, LIQUID PROPANE GAS, OR OIL. THE NATURAL GAS UNIT USES 1,450 CFH, AND THE LPG AND OIL APPROXIMATELY 15-16 GALLONS PER HOUR. Q. How long does a cremation Take? A. AN AVERAGE CREMATION TAKES TWO HOURS. Q. What are the electrical and gas requirements for the retort? A. THE ELECTRICAL AND GAS CONNECTIONS ARE DESIGNED FOR LOCAL CONTRACTOR HOOK-UP AND ALSO FOR MAINTEINANCE. AGAIN, THE GAS AND ELECTRICAL HAVE BEEN INTENSIVELY TESTED BY UNDERWRITERS LABORATORIES TO MEET THEIR SAFETY CRITERIA. March 9, 1982 i 4 sr' I; Mr. William Ready 60 Proctor Avenue South Burlington, Vermont 05401 !� Re: Zoning variance �I of Dear Mr. Ready: Be advised that the SouthBBurlington Zoninq Board of Adjustment will hold a public hearing at the City Hall, Conference Room, 575 Dorset Street on Monday, — a lHarch 22, 1982 at S:UU P.M. to consider your request for a zoning variance. Please plan to attend this meeting. 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