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HomeMy WebLinkAboutSD-16-10 - Supplemental - 1200 Airport Driver INS, PFJ11 .92w"—- south ari l ligl o t PLANNING & ZONING Permit Number SD- - (office us only) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑✓ Preliminary ❑✓ Final PUD Being Requested? ❑Yes ONo All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) City of Burlington, Burlington International Airport, 1200 Airport Drive #1, South Burlington, VT 05403, Ph. 802-863-2874, fax: 802-863-7947 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 13, page 271 3. APPLICANT (Name, mailing address, phone and fax#) City of Burlington Burlington International Airport, 1200 Airport Drive #1, South Burlington, VT 05403 Ph. 802-863-2874, fax: 802-863-7947 4. CONTACT PERSON (Name, mailing address, phone and fax #) Gene Richards Director of Aviation, 1200 Airport Drive #1, South Burlington, VT 05403 Ph. 802-863-2874, fax: 802-863-7947 a. Contact email address: grichards(a)btv.aero b. Alternate Contact: Jon Leinwohl, PE, Stantec 55 Green Mountain Drive South Burlington VT 05403, 802-864-0223, jon.leinwohlAstantee.com 5• PROJECT STREET ADDRESS: 1200 Airport Drive, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 2000-00000.002 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl corn 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): This application covers a Quick Turn Around (QTA) car rental facility at the Burlington International Airport. The new facility will include a single OTA/fueling area shared by multiple rental car operators/brands. The QTA will have 12 fueling positions at 6 dispensers under a canopy, and a separate 20,000 gallon underground gasoline storage tank. The fueling canopy will be adjacent to an 11,665 square foot stand-alone single story building housing a car wash, maintenance bays, administrative offices, and support space. The existing facility will remain operational until the new facility is completed, and then demolished. The redesign and construction of the proposed new facility is required for sustainable rental car operations at BTV. The overall project area covers approximately 3 acres. The southerly portion of the site is presently used as a rental car washing/fueling/maintenance facility, while the northerly portion is used by the Airport for customer and employee vehicle parking_ The proiect also involves reconstruction of the access route to the FAA Air Traffic Control Tower facility. Presently, FAA employees travel across the rental car site to enter the FAA's secure parking area. The project will separate the FAA's access from the rental car company's facili,y. Work required for these construction projects includes demolition of the existing facility, excavation, and construction of the new building. Additional project features include new bituminous concrete pavement, lighting, signage, pavement markings, drainage improvements, erosion prevention and sediment control, site restoration, and ancillary appurtenances. The Airport will be leasing land to the rental car companies for this facility. The Airport will also be leasing land to the FAA for their access. These ground leases result in the need for a subdivision, and a consequently a subdivision plat is included with this application. b. Existing Uses on Property (including description and size of each separate use): The land is currently used as a rental car company car wash and fueling area, as well as car rental parking and airport employee parking. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): There is no proposed change in use. The property will continue to Subdivision Application Form. Rev. 12-2011 f consist of rental car washing and fueling as well as rental car parking and airport employee parking. d. Total building square footage on property (proposed buildings and existing buildings to remain): 11.665 sf. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 20'0" admin area. 17'0" fuel canopy f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): No change in employees proposed h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Snow from this site will be removed and placed in gravel surface area located approximately 250' northerly of the project site as depicted on the attached ANR aerial map. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Land and building will be owned by the applicant and will be leased to the rental car companies. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 942 (acres /sq. ft.) b. Building Coverage: Existing unknown square feet _ unknown Proposed 11,665 square feet _ unknown c. Overall Coverage (building, parking, outside storage, etc): Existing unknown Proposed 96,938 square feet unknown square feet �,,,,�t,,, d. Front Yard Coverage(s) (commercial projects only): Existing unknown square feet unknown % Proposed 5,619 square feet unknown Subdivision Application Form. Rev 12-2011 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ® Yes [3lo b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) No, the project is over 1.5 miles from the nearest wetland _ on airport property. c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: _ 133,881 SQ. FT. * *Projects disturbing more than one (1) 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 (1) acre require a permit from the Vermont Department of Environmental Conservation. Subdivision Application Form. Rev 12-2011 11. COST ESTIMATES a. Building (including interior renovations) $ 3,148,125 b. Landscaping: $ 59,051 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Security- $100,000; lighting $48,314 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 4-5 pm. No negative impact. Net reduction of 10 vehicle trips. See Attached. 13. PEAK HOURS OF OPERATION: 7:00 am - 5:00 pm 14. PEAK DAYS OF OPERATION: all days 15. ESTIMATED PROJECT COMPLETION DATE: 2016 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. Coo NOTE: NOTIFICATION of ADJOININ PROPERTY OWNERS: Notification of adjoining D �►�, property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form. Rev. 12-2011 R I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge SIGN,A/TTUURE OF APPLICANT Al SIGNATUIii'E OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: 11 Complete Incomplete Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev 12-2011 00042744 V : 1354 PG 133 CITY CLERK'S OFFICE Re eiv2d DE-- 077201:� 02:111-1; FJF So. Burlln3tcn Land F?_ r:- NOTICE OF CONDITIONS OF 5.�•nn�t Yin•:11- ? SUBDIVISION APPROVAL Lic3 Heri; WHEREAS, City of Burlington, by and through the Burlington International Airport, with its principal place of business in South Burlington, Vermont, (hereinafter "Owner"), is the owner of certain property known as the "Burlington International Airport Quick Turnaround Facility", located on airport property north of the Air Traffic Control Tower on Airport Drive in South Burlington; WHEREAS, Owner obtained approval from the South Burlington Development Review Board for a subdivision consisting of a lot that includes area labeled as Area "A", Area "B", and Area "C", as shown on a plan entitled, "City of Burlington, Burlington International Airport Proposed 3-Lot Subdivision for Leased Land Area," dated June 16, 2016, prepared by Vermont Survey and Engineering, Inc. (the "Plat" herein) and to be recorded as Map Slide (60, Page of the City of South Burlington Land Records ("Property" herein) by a Notice of Decision of the Development Review Board dated June 22nd, 2016 (the "DRB Approval"); and WHEREAS, the terms and conditions of the DRB Approval impose certain conditions on the Property; NOW THEREFORE, Owner hereby gives notice that the Property is subject to the following conditions and restrictions which shall run with and be binding upon the land unless or until modified or removed by the South Burlington Development Review Board or its successor: 1. The Property shall be developed and used in accordance with the terms and conditions of the DRB Approval. 1 00042744 V: 1354 PG-- 134 2. For purposes of compliance with the City of South Burlington Land Development Regulations now in effect or hereafter amended or adopted, including zoning and subdivision regulations, all "footprint lots" contained within Area "A' Rental Car Company QTA Facility, Area "B" FAA ATCT & Base Building Additional Area, and Area "C" All Remaining Airport Property, shall be considered one (1) lot for planning and zoning purposes (i.e. for coverage and dimensional requirements), even if the "footprint lots" are conveyed to separate owners. 3. Nothing in this notice or the conditions or covenants contained herein shall be construed to prevent the conveyance, lease, assignment, mortgage, or other transfer of any interest in or to any one of the "footprint lots" as separate and apart from the other "footprint lots" within Areas "A", "B", and "C", provided that the Owner or its successors or assigns seeks Development Review Board approval for any subsequent subdivision of the footprint lots pursuant to the Land Development Regulations, if applicable 4. The proper party for the purposes of submitting applications for approval from time to time under City ordinances and regulations, including zoning and subdivision regulations, shall be the then owners of the "footprint lots" or their duly authorized representatives. The City shall act upon any applications submitted by all owners of the "footprint lots" or their duly authorized representatives and shall not be required to resolve a dispute between the owners of the "footprint lots" as to the respective rights of the owners of the "footprint lots." It shall be the duty of the owners of the "footprint lots" to provide written notice of any 2 A0 >42744 V : 1354 PG-. 135 such applications to all others having an interest that may be affected by the application proceedings or the commencement of such proceedings. 5. Any action to enforce any City ordinance or regulation, including zoning and subdivision regulations, or activities or events occurring on the "footprint lots" shall be brought against the then -owners of the "footprint lots" or their duly authorized representatives. It shall be the duty of the owners of the "footprint lots," or their duly authorized representatives, to provide written notice to all others having an interest in the "footprint lots" that may be affected by the enforcement proceedings or the commencement of such proceedings. Any decision in an enforcement proceeding, including a decision granting injunctive relief or penalties, shall be enforceable at the City's sole discretion against the then owners of the "footprint lots." 6. All previous approvals and stipulations shall remain in full effect except as amended herein. 7. This project shall be completed as shown on the Plat and in accordance with the terms and conditions of the DRB Approval. 8. Any changes to the Plat shall require approval of the South Burlington Development Review Board. 9. This Notice of Conditions shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying the Property, any of the Property's constituent lots, or an interest in the Property, or in any deed for the Property's constituent lots. 3 J i �i 042744 V = 1354 PG-- 136 7. This Notice of Conditions shall be binding upon the Owner and the Owner's successors and assigns. _l Dated at J y ; } r, , , Vermont, this = day of 2016. City of Burlington Burlington International Airport Duly authorized agent STATE OF VERMONT COUNTY OF CHITTENDEN, ss. At= - , - t= r �' �•-�= , on this �' day of - , 2016, duly authorized agent for the City of Burlington, Burlington International Airport, personally appeared, and he acknowledged this instrument by him sealed and subscribed, to be his free act and deed and the free act and deed of the City of Burlington, Burlington International Airport. Before me, 1i li Notary Public / My Commission Expires L l' C! 2 Nloole� Longo Notary Publb W Co mb*n Exi*n FOmmy 10. 2019 4 State of Vermont Division of Policy, Planning and Intermodal Development One National Life Drive Montpelier, VT 05633-5001 www.aot.state.vt.us June 24, 2016 Peter E. Keibel District #4 Coordinator Natural Resources Board 111 West Street Essex Jct., Vermont 05452 [phone] 802-828-0513 [fax] 802-828-2456 Ind] 800-253-0191 Re: 4CO218-2 — Burlington International Airport — Burlington Dear Mr. Keibel: Agency of Transportation VTrans has reviewed the proposed permit for the above application and offers the comment below. The proposed development project is generally described as The construction of a QTA (Quick Turn Around) rental car facility with a fueling station, maintenance area, and offices. A traffic impact assessment memo was submitted on behalf of the applicant regarding any potential congestion and traffic generation (Exhibit 003, Stantec, March 22, 2016). The study concluded that net traffic generation during the PM peak hour on the Burlington roadway network would actually decrease by ten vehicles. The Quick Turn Around facility will be storing and maintaining more vehicles at the local project site thereby reducing vehicle trips off site using Burlington's roadways. Based on this, the project will not create an undue adverse impact on future traffic from a congestion and traffic generation standpoint. VTrans concurs with this assessment and has no concerns relative to the impact of the project on local traffic congestion, traffic generation, or safety. Based on our review of this permit application, VTrans does not recommend payment of a transportation impact fee pursuant to Act 145. A transportation impact fee is not required due to the fact that the net trip generation for the project will actually decrease the amount of traffic capacity on the roadway network. Had there been a net increase in traffic generation based on a project's increase in size, a transportation impact fee may have been warranted based on those additional trips. However, in the case where the project's trip generation remains the same or decreases, an Act 145 transportation impact fee is not warranted. Please contact me with any questions or comments at 802-828-0513 or christopher.clow anvermont.gov Sincerely, Gam. & . CA%/ - Christopher G. Clow, PE Transportation Engineer cc: Certificate of Service Trans��� CERTIFICATE OF SERVICE I, Beth E. McTear, of the Vermont Agency of Transportation hereby certify that on June 27, 2016, I sent a letter to District #4 Environmental Commission concerning the applicant, Burlington International Airport, #4CO218-2, by U.S. Mail, postage prepaid or by email to the following: Burlington International Airport 1200 Airport Drive #1 South Burlington, VT 05403 grichards2btv.aero Stantec Consulting Services, Inc. 55 Green Mountain Drive South Burlington, VT 05403 Jon.leinwohlkstantec.com Marcy.kinggstantec.com City of South Burlington c/o City Council and Planning Commission 575 Dorset Street South Burlington, VT 05403 dkinville(&sburl.com Chittenden County Reg. Planning Comm. 110 West Canal Street, Suite 202 Winooski, VT 05404 rmahony2ccrpcvt.org cbaker(_,ccrpcvt.org Elizabeth Lord, Land Use Attorney Agency of Natural Resources One National Life Drive Montpelier, VT 05602 Anr.act250kstate. vt.us Dated at Montpelier, Vermont this 27 h day of June, 2016. azot' �. /Y)IT4, Beth E. McTear Agency of Transportation South Burlington Planning Zoning oy New Non -Residential Construction Impact Fees Project Completed by April 1, 2016 Square feet of existing structure to be removed Creditable amount Existing Single family homes to be removed Existing 2-3 Family structures to be removed Existing 4+ Family Structures to be removed Creditable Amount Current Grand List Value of Site Past Payments credit: Estimated Post -Construction Value Future payments credit: NET POLICE IMPACT FEE 4 74 $0.00 145900 $77.33 $723,230.00 $101.25 $1,599.15 TABLE PD-7 ESTIMATED POST -DEVELOPMENT VALUES PER SQUARE FOOT OF FLOOR SPACE Type of Use Industrial/Manufa cturing Engineerin g and Office (General) Medical Office General Auto Retail Service Elderly Motels Care Fireproofed Steel Sketloton or Reinforced Concrete Structure $76 $100 $141 $152 $96 NA $117 NA SF Masonry or Concrete Bearing Wall Structure $56 $79 $110 $129 $81 $62 $96 $85 SF 11,665 Wood Frame Structure $53 $74 $106 $126 $79 $58 $93 $82 SF Pre -Fab Steel Structure $53 $73 $101 $119 $77 $47 $89 $82 SF �{ South Burlington Planning Zoning lhtodl New Non -Residential Construction Impact Fees q Project Completed by April 1, 2o16 Project Name & Address 1200 Airport Drive Property Owner City of Burlington/BTV Effective Date TOTAL IMPACT FEE $1,599.15 Value of New Construction: Tvr)e of Construction Type of Use Fireproofed Steel Skeleton or Reinforced Concrete SF Masonry or Concrete Bearing SF Wood Frame Structure Pre -Fab SF Steel 'Structure SF Industrial/Manufacturin 66 5 565 64 Engineering & Research S88 S96S93 S88 General Office S123 S113 5110 S104 Medical Office S133 S71 S69 _ S67 General Retail S84 S54 S51 S41 Auto Service Facility I S84 S811 I S78 Elder Care Facilitv S1021 I S741 S721 1 5721 Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Post construction value of structure & land Road Impact Fee PM Peak Hour VTEs Past payments credit: Future payments credit: OTHER CREDITS: NET ROAD IMPACT FEE $1,959,720 $4,899,300 $145, 900 $2,105,620.00 $287.61 $821.19 1 $0.001 Police Impact Fee Square Feet of New Structure or Addition 11665 Base Fee: $2,773.47 l r`r.Fx � / soul h b g PLANNING & ZONING June 23, 2016 Gene Richards Director of Aviation 1200 Airport Drive #1 South Burlington, VT 05403 Re: Preliminary & Final Plat Approval #SD-16-10, 1200 Airport Drive Dear Gene: 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 June 7, 2016 (effective 06-22-16). Please note the conditions of approval, including that the final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recordingfee ee by December 19, 2016 or this approval is null and void. If you have any questions, please contact me. Sincerel ,9 R mond J. B lair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7015 0640 0007 8199 3693 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com C ray From: Terry Francis Sent: Monday, June 06, 2016 9:24 AM To: ray Subject: BTV- Car Rental service bldg Ray: Have reviewed and approved bldg. permit Weds. PM for the project as there were only minor changes/improvements. Have had multiple mtgs with Santec et al . No issues for FD. DC Terence Francis, CFI Fire Marshal South Burlington Fire Department 575 Dorset St. S. Burlington, VT 05403 802-846-4134 Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. ray From: Craig Lambert Sent: Monday, June 06, 2016 6:38 AM To: ray Subject: RE: BTV Rental Car QTA - Revised Landscape Plans & Estimate That's fine Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clambert(cDsburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Friday, June 03, 2016 12:03 PM To: Craig Lambert <clambert@sburl.com> Subject: FW: BTV Rental Car QTA - Revised Landscape Plans & Estimate Craig, How is this? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Leinwohl, Jon(mailto:lon.leinwohl@stantec.com] Sent: Friday, June 03, 2016 11:25 AM To: ray <rav@sburl.com> Subject: RE: BTV Rental Car QTA - Revised Landscape Plans & Estimate Ray— Carolyn Orben (Wagener Hodgson) has provided the attached planting detail in response to Craig Lambert's comment. C1 Jon .Jor, Leinwohl, P.E. Associate, Transportation Stantec 55 Green Mountain Drive South Burlington VT 05403-7824 Phone: (802) 497-6410 Cell: (802) 324-8626 Fax: (802) 864-0165 jon.leinwohl@stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. Please consider the environment before printing this email. From: ray [mailto:ray@sburl.com] Sent: Friday, June 3, 2016 10:12 AM To: Leinwohl, Jon Subject: FW: BTV Rental Car QTA - Revised Landscape Plans & Estimate Jon, See comments below. Ray Belalr Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Craig Lambert Sent: Friday, June 03, 2016 9:45 AM To: ray <rav@sburl.com>; Lindsey Britt <Ibritt@sburl.com> Subject: RE: BTV Rental Car QTA - Revised Landscape Plans & Estimate Planting details should be included in the plans. The spacing on some of the trees seems pretty tight which will increase maintenance as the trees grow. As long as they understand the maintenance implications I'm OK with it but I wouldn't want to maintain it. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bertCca7sburl. com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Thursday, June 02, 2016 3:03 PM To: Craig Lambert <clambert@sburl.com>; Lindsey Britt <Ibritt@sburl.com> Subject: FW: BTV Rental Car QTA - Revised Landscape Plans & Estimate Craig, Attached are revised plans showing the additional plantings I indicated to you earlier that was coming. Let me know if you would prefer hard copies. Any chance you could provide your comments by noon tomorrow? Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Leinwohl, Jon[mailto:eon. leinwohl@stantec.com] Sent: Thursday, June 02, 2016 2:55 PM To: ray <rav@sburl.com> Cc: Lindsey Britt <Ibritt@sburl.com>; Gene Richards <grichards@btv.aero>; Nicolas Longo <nlongo@btv.aero>; Amanda Hanaway-Corrente <ahanawav@btv.aero> Subject: BTV Rental Car QTA - Revised Landscape Plans & Estimate Ray, In response to our conversation this morning, the attached landscape plan and cost estimate have been updated to provide plantings valued of $39,410. Regarding stormwater, I talked with Dave Wheeler and he requested we provide two additional engineering detail sheets, C-602 & C-603 (attached). I will hand deliver paper prints of the landscape plans and stormwater details to you this afternoon. Jon Jon Leinwohl, P.E. Associate, Transportation Stantec 55 Green Mountain Drive South Burlington VT 05403-7824 Phone: (802) 497-6410 Cell: (802) 324-8626 Fax: (802) 864-0165 jon.leinwohl@stantec.com a, Stantec The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization If you are not the intended recipient, please delete all copies and notify us immediately. Please consider the environment before printing this email. BTV Estimate .Probable thOWC Uj*T4tW -sue; P1A14TING Amelanchier arborea 3 EA $350.00 $1,050.00 Betula nigra'Heritage'; 10'-12' Hgr 9 EA $650.00 $5,850.00 Gleditsia triacanthos'Shademaster'; 3-3 1/2" Cal. 3 EA $1,1MOO $3,300.00 Pinus strobus; 8'-10' 41 EA $450.00 $18,450.00 Aroniaarbutifolia'Brilliantissima'; 5 Gal. 45 EA $80.00 $3,600.00 Physocarpus' Coppertina'; 5 Gal. 33 EA $80.00 $2,640.00 Planting Subtotal $34,890.00 MISC. Topsoil CY $45.00 $0.00 Planting Soil CY $55.00 $0.00 Misc Subtotal $0.00 Subtotal $34,890.00 NOTE.PrkeQnote*am ar*wA~a domArid%ww ,,20s,as" �"n1Q*"myWew4lw~,VL85472 1 ti1 B/zo1 s Amelanchierarborea 6 EA $350.00 $2,100.00 Betula nigra'Heritage'; 10'-12' Hgt 12 EA $650.00 $7,800.00 Gleditsia triacanthos 'Shademaster'; 3-3 1/2" Cal. 3 EA $1,100.00 $3,300.00 Pinus strobus; 8'-10' 22 EA $450.00 $9,900.00 Picea glauca; 8'-10' 19 EA $450.00 $8,550.00 Aronia arbutifolia'Brdliannssima'; 5 Gal. 57 EA $80.00 $4,560.00 Physocarpus' Coppertina'; 5 Gal. 40 EA $80.00 $3,200.00 Planting Subtotal $39,410.00 Topsoil CY $45.00 $0.00 Planting Soil CY $55.00 $0.00 Misc Subtotal $0.00 Subtotal $39,410.00 TOTALi ii 6/2/2016 J ray From: Craig Lambert Sent: Friday, June 03, 2016 9:45 AM To: ray; Lindsey Britt Subject: RE: BTV Rental Car QTA - Revised Landscape Plans & Estimate Planting details should be included in the plans. The spacing on some of the trees seems pretty tight which will increase maintenance as the trees grow. As long as they understand the maintenance implications I'm OK with it but I wouldn't want to maintain it. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(o-)_sbu rl. com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Thursday, June 02, 2016 3:03 PM To: Craig Lambert <clambert@sburl.com>; Lindsey Britt <Ibritt@sburl.com> Subject: FW: BTV Rental Car QTA - Revised Landscape Plans & Estimate Craig, Attached are revised plans showing the additional plantings I indicated to you earlier that was coming. Let me know if you would prefer hard copies. Any chance you could provide your comments by noon tomorrow? Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street - So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Leinwohl, Jon[mailto:ion.leinwohl@stantec.com] Sent: Thursday, June 02, 2016 2:55 PM To: ray <ray@sburl.com> CI Cc: Lindsey Britt <Ibritt@sburl.com>; Gene Richards <grichards@btv.aero>; Nicolas Longo <nlongo@btv.aero>; Amanda Hanaway-Corrente <ahanawav@btv.aero> Subject: BTV Rental Car QTA - Revised Landscape Plans & Estimate Ray, In response to our conversation this morning, the attached landscape plan and cost estimate have been updated to provide plantings valued of $39,410. Regarding stormwater, I talked with Dave Wheeler and he requested we provide two additional engineering detail sheets, C-602 & C-603 (attached). I will hand deliver paper prints of the landscape plans and stormwater details to you this afternoon. Jon Jon Leinwohl, F.E. Associate, Transportation Stantec 55 Green Mountain Drive South Burlington VT 05403-7824 Phone: (802) 497-6410 Cell: (802) 324-8626 Fax: (802) 864-0165 jon.leinwohl@stantec.com Stantec The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. �O Please consider the environment before printing this email. I 1 ray From: Lindsey Britt Sent: Friday, June 03, 2016 8:16 AM To: ray Subject: FW: Burlington International Airport Rental Car QTA Facility See comments below Lindsey Britt, MRP Development Review Planner 802-846-4138 Ibritt@sburl.com Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 www.sburl.com From: Dave Wheeler Sent: Friday, June 03, 2016 8:16 AM To: Lindsey Britt <Ibritt@sburl.com> Subject: RE: Burlington International Airport Rental Car QTA Facility Lindsey, The Stormwater Section has reviewed the "Burlington International Airport Rental Car QTA Facility' plan prepared by PGAL/Stantec, dated 4/25/16, we would like to offer the following comments: 1. The project proposed to redevelop greater than 1 total acre of impervious area on the parcel. Therefore, the project will require a stormwater permit from the Vermont DEC Stormwater Division. The applicant should acquire this permit before starting construction. 2. The project proposes to disturb greater than 1 acre of area. It will therefore require a construction stormwater permit from the Vermont DEC Stormwater Division. The applicant should acquire this permit before starting construction. 3. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. Thank you for the opportunity to comment, Dave David R Whee it Anistant Stormwater Superintendent D epartment ,fPubhc lt',rks '4,'im, of South BUr!=gtot1 (362)6 9- 961 EXt 113 Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing mformatton relating to City business are likely to be regarded as public records which may be inspected by any person upon request. unless otherwise made confidential by law If you have received this message in error, please notify us immediately by return email Thank you for your cooperation C� Stantec � March 22, 2016 John Leinwohl Page 2 of 2 Reference: BTV - Car Rental vehicles are expected to be moved to this location during the evening peak hour. These 5 trips would have a negative traffic impact. Hertz operates onsite and at 228 Aviation Drive offers rental vehicles for those who are using the general aviation facilities. The QTA is not expected to change this operation and therefore no additional trips are expected. Thrifty operates an offsite facility at 1710 Williston Road. Trips between the airport and this facility do not pass through the Airport Drive and Williston Road intersection because there is easier access to the back via Airport Road. No traffic impact is expected due to Thrifty rental car trips. PM Peak Hour Trips Through Airport Drive and Williston Road Rental Car Companies at BTV PM Peak Hour Rental Vehicle Offsite Shuttle Trips Net Change Note Current With QTA Alamo 0 5 5 Combined with Enterprise and Thrifty Avis 20 5 -15 Fewer shuttle trips Budget No info Dollar 0 0 0 No offsite facility Enterprise Combined with Alamo Hertz 0 0 0 No change due to QTA National Combined with Alamo Thrifty 0 0 0 Access via Airport Road TOTAL 20 10 -10 No Negative Traffic Impact Conclusion: With information from 7 of the 8 rental car companies at BTV, Stantec concludes that there will be fewer Evening peak hour shuttle trips through the Airport Drive and Williston Road intersection and therefore the proposed QTA will not have a negative traffic impact. Design with community in mind gb v \1953\octive\1 9531 1193\transportation\ traffic\ quick turnaround facility traffic impact assessment 032216.docx (3 Stantec To: John Leinwohl File: Burlington Airport - 195311029 From: David DeBaie Date: March 22, 2016 Reference: BTV - Car Rental Quick Turnaround Facility Traffic Impact Assessment Memo At Burlington International Airport on Airport Drive in South Burlington Vermont, rental cars are brought to and from the airport from multiple offsite locations for prepping in advance of the next rental of each vehicle. Some vehicles remain on site where the facilities are limited. A new Quick Turn Around (QTA) facility is proposed which will enable the prepping of all rental vehicles on site. This facility will increase the efficiency of rental car prepping and is expected to reduce the need for shuttling vehicles from offsite facilities to meet car rental demands at the airport. Considering the proximity of offsite car rental facilities to the airport, the potential traffic impact of this facility can be generally assessed by the resultant number of shuttle trips through the Airport Drive/ Williston Road intersection during the evening peak hour when traffic conditions are worse than other times of the day. An increase in shuttle trips through the intersection during the evening peak hour may negatively impact the operations and a net decrease would likely indicate no negative impact. The actual number of trips may be higher but the total trips will be proportional to the number of vehicles shuttled. The information contained in this memorandum has been provided by the existing car rental companies which include: Alamo, Avis, Budget, Dollar, Enterprise, Hertz, National and Thrifty. Of these, Dollar only operates from the airport and has no local facility off the airport to or from which rental cars might be shuttled. The operation of these car rental companies will not contribute to an increase or decrease in evening peak hour trips through the Airport Drive and Williston Road Intersection. Avis operates an offsite facility at 1890 Williston Road which is just east of the Airport Drive and Williston Road intersection. Driving to and from this offsite location and the airport involves passing through the Airport Drive and Williston Road intersection. Under existing conditions as many as 20 vehicles are shuttled to and/or from the airport during the evening peak hour. With the QTA only vehicles that require repair and general maintenance would be shuttled to and from the offsite location; a maximum of 5 vehicles are expected to be shuttled offsite. The net change is 15 fewer Avis evening peak hour trips shuttled through the Airport Drive and Williston Road intersection. Budget shares the local offsite car rental facility at 1890 Williston Road which is just east of the Airport Drive and Williston Road intersection. ....NO INFO Enterprise, National and Alamo use the existing facilities for prepping rental cars while sharing two offsite locations. One is located at 700 Airport Parkway and the other at 1891 Williston Road. Raveling to and from 700 Airport Parkway does not involve a trip through the Airport Drive and Williston Road intersection. Trips to and from 1891 Williston Road does involve a trip through the Airport Drive and Williston Road intersection. No peak hour trips between the airport and 1891 Williston Road regularly occur under the current operations. With the QTA, combined as many as 5 Design with community in mind gb v-\1953\active\195311193\transportation\traffic\quick turnaround facility traffic impact assessment 032216.docx { ray From: Lindsey Britt Sent: Wednesday, June 01, 2016 3:19 PM To: ray Subject: FW: Burlington International Airport Rental Car QTA Facility Hi Ray, Since you're working on the airport project, here are stormwater's comments (which are "none"). Lindsey Britt, MRP Development Review Planner 802-846-4138 Ibritt@sburl.com Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 www.sburi.com From: Dave Wheeler Sent: Wednesday, June 01, 2016 3:17 PM To: Lindsey Britt <Ibritt@sburl.com> Subject: Burlington International Airport Rental Car QTA Facility Lindsey, The Stormwater Section has reviewed the "Burlington International Airport Rental Car QTA Facility — Perspective Planting" plan prepared by PGAL, dated 4/1/16 and "3-Lot Subdivision" plan prepared by VSE, dated 4/21/16. We have no comments, as these plans contain no proposed changes to the stormwater infrastructure on site. Regards, Dave 41�1 distant Stormiwater Superintendent Jeparttuent of?ub_*, 1 orb -+.Ca,% Lf,--UthSur::ttgt,-tt Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon ieyuest, unless otherwise made confidential by law If you have received this message in error, please notify us immediately by ieturn email Thank you for your cooperation C CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 13th day of May, 2016, a copy of the foregoing public notice for Preliminary & Final Plat application #SD-16-10 of City of Burlington/Burlington International Airport to amend a previously approved plan for an airport complex. The amendment consists of: 1) razing an existing car wash facility, 2) constructing a new 11,665 sq. ft. auto rental car wash facility, 3) constructing a 5,970 sq. ft. 12 position fueling canopy, 4) constructing a new access drive to the FAA Air Traffic Control Facility, and 5) a subdivision to create two (2) lease parcels, 1200 Airport Drive was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: See attached list. Dated at South Burlington. Vermont, this 13th day of May. Printed Name: Jon Leinwohl Phone number and email: 802-864-0223; ion.leinwohl(a-,stantec.com Signature: Date: May 13, 2016 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev 1-2012 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning 1.1 C K-01h., southburlingtou PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday June 7, 2016 at 7:00 P.M. to consider the following: Preliminary & final plat application #SD-16-10 of City of Burlington/Burlington International Airport to amend a previously approved plan for an airport complex. The amendment consists of: 1) razing an existing car wash facility, 2) constructing a new 11,665 sq. ft. auto rental car wash facility, 3) constructing a 5,970 sq. ft. 12 position fueling canopy, 4) constructing a new access drive to the FAA Air Traffic Control Facility, and 5) a subdivision to create two (2) lease parcels, 1200 Airport Drive. Bill Miller, Vice -Chair South Burlington Development Review Board A copy of the application is available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. 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O� N n 1 ♦ IJ 0.2 .... ^55551=555555555Z�555555555555 N Z O r 0KwK� ZI O r y z z 00 000.00 0K z O m7 0JK Z z 00 r7K7 Z 00 _pp OrK Z r-KOw zVY-1 Z O w�0r7K Zrm Zrm z W�m z 0 Or W z IO� wK Z ZZz OZzZzZz—zm rN QR Z Y2R O(z� r �rO XJzWr K9 N wo3 �'�3:,Dz) 0 >> 7 rn 0 DOa�3wn33my 00 Z) 0 W U t c 0 O m O m O O mmm O 0 O O Nm O Y)N O O 0 m O � W I R, 0 O L Q n U O m O O r W Z � m Q > ow a0 5 t] E N W 0 = m 0 O f r m W J> w W Q 0 K > K 0 W W— 6 K I W m O ¢ 0 r W W= w K O Q a< U m >, K O Q Z m F O O O LL NYwm3U�Qyoo aa _ Q�JOeK 7 K K F= OKr w U J z^ J OWKQK m m O J J Y U r K 2 f 0 K W X m Z K a m m X m mm U W w - W a j m 2 0 7 0- 0 0 0 7 Y R W Z a O 7 a V R' ¢ O W Q W W m W O K O frig O 7 O J m w o .o ¢ ¢ Q2 R r N a K U m O K Q N R O a m S R 3= r Z U K 0 0 0 O Z N W m^ Cmi N h N 9 � t 0 >U F m r Z W z o z R 0 g7a J o K z x< W w 0 0U' ,M. z1= 0 N w �Rd'r 10� 3 Y j77 ti Y ¢ K UUK a a i K 000 mxx ¢ mW¢ X O U U U F 3 w 2 R U O U J J Z � J m Z o 3 a a F m w ¢ K a O O Z,O m U¢ O 2 Q k K > U = w w K R 0 0 m Z O K W m a W U .° O O K w 0 Q .a =W.a O 'amKO K Qm N (7 ))N W K mZ0?aQYl U�30m Y QK�� to ZW OU¢ Q QJ UKWZW—WwKa Q J Q J >> > a w�¢ K w zQQ J K w Y j W 3 W Z X O w w w U O 2 0g a0 F ¢ w z m 2 3 K O W W Q m g Q W. 2 S¢ r w -Qi N a m O W am W K== K a Q 2 R' F K z O> a K 3 O, Q K Q y j W ¢ K g R R w_»m3r_J�-¢K mwm�mmFPr3<-<00°v:33<¢OM r o 7 m 0 0 m 0 w K r g o W Z= w= c �r��NYNorv:oN�000YTTYYT'�u`"i o0 0�� Imo o v`"iNNN W K a g�ggggo�m%ggg%gg�a�dMAIN-- n C m N ¢¢ N N N N QQQ�tititiciu N N a N N o N N 00 N r 400�VERMONT State of Vermont Department of Environmental Conservation Drinlung Water and Groundwater Protection Division Essex Junction Regional Office ni West Street Essex Junction, VT 05452 bnp://dee.vermont.gov/waterNww-systems May 17, 2o16 City of Burlington Burlington International Airport 12oo Airport Drive #i South Burlington VT 05403 Agency of Natural Resources [Phone] (802) 879-5656 [fax] (802) 879-3871 Subject: Project Number WW-4-1798-1, This application covers a Quick Turn Around (QTA) car rental facility at the Burlington International Airport. The new facility will include a single QTA/fueling area shared by multiple rental car operators/brands. The QTA will have 12 fueling positions at 6 dispensers under a canopy, and a separate 20,000 gallon underground gasoline storage tank. The fueling canopy will be adjacent to an 11,665 square foot stand-alone single story building housing a car wash, maintenance bays, administrative offices, and support space. The existing facility will remain operational until the new facility is completed, and then demolished. The redesign and construction of the proposed new facility is required for sustainable rental car operations at BTV. The overall project area covers approximately 3 acres. The southerly portion of the site is presently used as a rental car washing/fueling/maintenance facility, while the northerly portion is used by the Airport for customer and employee vehicle parking. BTV proposes to subdivide -the lot into a three lot subdivision and to lease the land for the proposed facility to the Rental Car Companies. Work required for these construction projects includes demolition of the existing facility, excavation, and construction of the new building. Additional project features include new bituminous concrete pavement, lighting, signage, pavement markings, drainage improvements, erosion prevention and sediment control, site restoration, and ancillary appurtenances., 12oo Airport Drive, South Burlington, Vermont. Dear Ladies & Gentlemen: I reviewed your application and technical information. 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. I am enclosing a copy of the Technical Review Checklist with the missing or incomplete items marked. Please respond within sixty, (6o) days from the date of this letter. Please note the Division may deny the project if the information is not received within 6o days of the date of this letter. I will continue my review of the project once I receive the information requested. Please contact me or have your designer contact me if there are any questions. Additional comments may be warranted pending review of resubmitted materials. Regional Offices — Montpelier/Essex Jct./Rutland/Springfield/St. Johnsbury WW-4-1798-1 ANR Online - Once the Administrative staff accepts an application as complete, no additional information may be uploaded to the application through ANR Online. It will be necessary to scan any new information and attach to an email sent to the Administrative staff with a copy of the email to the Reviewer. This email must reference the WW number for the project. Sincerely, Jessanne Wyman Regional Engineer (802) 557-1680 Enclosures: Technical Review Checklist cc: Bernard Gagnon, South BurlingtonPlanning Commission WW-4-1798-1 Protect Number WW-4-1798-7 Mav 17. 2016 Technical Review Checklist - 1/22/2016 Item Check Mark Number Item Required to Complete an Application Indicates Item Not Received ✓Our Rules require design based on peak flows not average flows. Please clarify the peak # of cars per Basis of design provided for calculating and sizing wastewater system day and the 1 components are provided with the application associated gpd of wastewater per car. Will there over 500 ft of sewer lines? If so please include infiltration. Hydrogeologic or performance based calculations for system are provided 2 with the application Construction details and notes for all wastewater system components 3 provided on the plans or included with the application Groundwater monitor locations and readings are provided with the 4 application Vertical isolation distances between the bottom of the leachfield and 5 limiting soil condition comply with the Rules 6 Horizontal isolation distances between the leachfield and items of concern comply with the Rules ✓wastewater lines are All existing and approved but not installed wastewater systems that may be not shown for all the 7 affected or be affected by the project shown on the plans lots being created/subdivided. 8 Presumptive zones for the wastewater system shown on the plans even if the zones remains on the lot Locations of all soil borings and percolation tests conducted on the lot 9 shown on the plans including soil borings and percolation tests conducted on the lot but not used for the design of the wastewater system Soil descriptions accurately described per the Rules with corresponding test 10 it numbers shown on the plan Percolation test results reported with corresponding percolation test 11 numbers shown on the plan ✓Our Rules require design based on peak flows not average Basis of design for calculating and sizing the water system components are flows. Please clarify 12 provided with the application the peak # of cars per day and the associated gpd of water per car. Hydrogeologic analysis for water source, for water quantity or interference 13 when required by Rule, is provided with the application ✓Please provide a schematic of the 14 Construction details and notes for the water system components are shown water supply demonstrating that on the plans or included with the application the potable water and the recycled water are completely separate WW-4-1798-1 and there will be no cross connection. Please provide specifications for testing and disinfection of the water lines. ✓water lines not All existing and approved but not installed water supplies are shown on the shown for all the lots 1 5 plans being created/subdivided. 16 Presumptive zones for a water source are shown on the plans even if the zones remain on the lot Construction benchmark as required by the Rules and existing and final 17 contours for the potable water supply and wastewater systems are shown on the plans i8 Man-made features including driveways, roadways, parking areas, buildings, and filled areas are shown on the plans All natural features including lakes, streams, ponds, brooks, swamps, and 19 wetlands are shown on the plans 20 Delineation for the loo-year flood plain is shown on the plans ✓Please have your designer comment on if the hazardous waste site is a potential source of contamination for Sources of contamination/hazardous waste sites are identified on the plans this site and if so will 21 as required by the Rules with justification or supporting data the source of any precautions contamination will not adversely affect the water source during construction of the infrastructure be required. i.e. will any of the trenching/piping be in the hazardous waste plume? Sources of contamination/hazardous waste site identified post submittal of 22 the application requiring mitigation measures for the water source 23 Variance request(s) with justification is provided with the application 24 Deeded Rights -of -Ways or Easements are shown on the plans ,,'Please revise the components table as it doesn't include the building for the QTA facility and also doesn't include the other lots' and their components. ,,'The application states there will be a 3 lot subdivision with lease land. A lease is a subdivision under the WW Rules. Please revise the application form to include the 3 affected lots. ✓Please submit an overall site plan signed by a licensed designer showing the boundary line dimensions of all three lots, footprints of the buildings, water and sewer lines. In 2013 we became aware of other leases of land i.e. Pete's RV and we requested either an application for a WW permit as a lease is a subdivision, or additional information on the dates if it was exempt (occurred prior to 1/1/o7). We have no record of receiving that and if WW permit is needed, that can be included as part of this application. The plans showing lease area A and lease area B is marked preliminary and no signed by licensed designer. It also doesn't show the dimensions of the remaining parcel. ✓ The files are in PDF/A format which is an archival format that can't be changed. That means we won't be able to stamp them "approved". Please revise and resubmit the plans not in PDF/A format. ,/The file 02530 - Sanitary Sewer is a Word document not a pdf. Please submit it in pdf format. ✓I s Blue Marvel the soap used in the car wash? Please clarify. ✓There are two manholes with same label — there is an existing SMHio and SMH10 — typically manholes are given unique numbers. Is there a reason for the duplicate names? W W-4-1798-1 -'Please provide a legend for the plans. -'Please provide a schematic of the water supply demonstrating that the potable water and the recycled water are completely separate and there will be no cross connection. ✓Please clarify the location of the reclaim tanks -are they interior tanks or exterior tanks. If they are exterior, please shown them on the plans and provide a typical detail. ✓Please provide a plan showing the existing features and note the building to be demolished ✓Additional allocations may be required for water and/or sewer depending upon our review of the proposed design flows. 0 5tantec Transmittal Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT 05403 Tel: (802) 864-0223 Fax: (802) 864-0165 To: Ray Belair From: Jon Leinwohl Company: City of South Burlington ❑ For Your Information Address: 575 Dorset Street Q For Filing with City Clerk S. Burlington, VT 05403 ❑ For Your Review Date: April 1, 2016 ❑ As Requested File: 195311193 Delivery: Hand delivery Reference: Burlington International Airport QTA Preliminary/Final Plat Application Attachment: Copies Doc Date Pages Description 1 3/31/16 6 Preliminary/Final Plat Application 1 3/24/16 1 $2,058.75 City of Burlington Check 3 3/31/16 18 22" x 36" Plans 1 3/31/16 18 11" x 17" Plans 1 09/2015 2 Abutters List 1 8/11/15 6 Lighting Cut Sheets 1 3/16/16 8 Stormwater Discharge Permit Narrative 1 3/22/16 2 Traffic Narrative 1 3/23/16 4 Water Allocation 1 3/23/16 3 Wastewater Allocation 1 2/18/16 1 Landscaping estimate Please note the following changes from the previous submission: 1. The location of the underground fuel storage tank has changed. 2. The fuel truck access for refilling the underground storage tank has changed. 3. The shared access to the FAA facility has changed to a split access. One Team. infinite Solutions. Stantec r April 1, 2016 Page 2 of 3 Reference: Burlington International Airport QTA Preliminary/Final Plat Application We offer the following response to Dave Wheeler's Sketch Plan Comments: 1. Comment: On a future submission, please indicate the Total Impervious Area, as well as Proposed New Impervious Area and Redeveloped/Substantially Reconstructed Existing Impervious Surface, as defined in the City's Land Development Regulations (LDRs). Response: Total Impervious Area: 2.68 Acre New expanded Impervious Area: 0.18 Acre Redeveloped Impervious Area: 2.50 Acre 2. Comment: For projects where the combination of New Impervious Area and Redeveloped/Substantially Reconstructed Existing Impervious Surface is equal to or greater than 5,000 sf, the application must meet the requirements of Section 12. 03(C) of the LDRs. Response: C.(1) Post -construction peak runoff rate for 10 year, twenty-four hour rain event does not exceed the existing peak runoff rate required by ANR so we'll meet the one-year requirement. See the attached narrative. 3. Comment: If the area of the lot or parcel being redeveloped or substantially reconstructed is less than 50% of the lot's existing impervious surface area, then only those portions of the lot or parcel that are being redeveloped or substantially reconstructed must comply with all parts of Section 12. 03(C) of the LDRs. If the area of the lot or parcel being redeveloped or substantially reconstructed exceeds 50% of the lot or parcel's existing impervious surface area, then all of the lot or parcel's impervious surfaces must comply with all parts of Section 12. 03(C) of the LDRs. All new impervious surfaces must comply with Section 12. 03(C). Response: The area being redeveloped is much less than 50% of the airport parcel's impervious surface. The area being redeveloped will comply with section 12.03(C). Stantec April 1, 2016 Page 3 of 3 Reference: Burlington International Airport QTA Preliminary/Final Plat Application STA CONSU IN SERV INC. 01 Jon Leinwohl, PE Associate, Transportation Tel: (802) 864-0223, Ext. 110 Fax: (802) 864-0165 Jon. lei nwohl(a)stantec.com C. Gene Richards, (BTV) Specifiications i.Uminaire Height: Width: if, Depth: :.E,., WST LED 1 Cdtulo;) RNumber Architectural Wall Sconce I Nate, --- — I i Typi, introduction The ciassic Architectural Wall Sconce Is now available with the latest in LED technology. The result is a long -life, maintenance -free product with typical energy savings of 75% comoared to metal halide versions. The integral battery backup option provides emergency egress fighting, without the use of a back -box or remote gear, so Installations maintain their aestnetic Integrity. The WST LED is ideal for replacing existing 50— Weight: i1t, W For3(4' NF. D 175W metal halide wall mounted products, The r _ s,dinouy expected service life is 20+ years of nighttime use W ( D EXAMPLE; WST LED 2 1 OA700/40K SR3 MNOLT DDBTXD WST LED WST LED t finrrnom, tf0; l IAI Iweenrpnr: i111 I EUs1 1 ligling reo available with option only optionai Rack sctx 1313M, Height: 4„ Width: Depth: 709mAoptions: 5132 lvpe II MVDLT' 10A700130K 300UK SR3 lypr111 120' 1OA700/40K 4110(IK SR4 iype lV 206' 10A700150K W00K 240' 277' 347 it I I i 490 Emergency Battery Operation Shtpoedtridudell Shipped installed DDBXD f)alkoron/, fhlank) ,::+,'t'rl PE Vh Inrirrlruro''.uUllorttyp+' DBLXD Bldcf Shipped separately' Sr n1)olviu�k'1/0,11?.d4/VI DNAXD NdiutdlAlminunl HHV.` :•,I, , . ;• .,, ,I Dr Unuhtritar 1, 02, 740, 4E0Y1 C DWHXD Whitt r DM6 I) 30V tllmrilllirJ rower into rOnlrol5l , DS5XD ialldtom, 111[11, rr EL(W imergeulybatrrrybarkuP DDBTXD iexwrebdark bmiur. WLIi Wei ltior,01inouiolIII) nnenlalnm DBLBXD Imuredbhri PIE Mnnonlautou'rd Imr; s"n;cr DNATXD lextumi ualwal alurnuoui. DS Du,Ilty;lrhmq DWHGXD Rminiwhur Shippedseparatety 1 DSSTXG le)lurm xiduoriv VG 4arna) quair, I WC V'ilrer]Iralr) The emergency battery backup (ELCW option) is integral to the lummaue - no external housmp requuedl This design provides reliable omargancy operation while maintaining the aesthetics of the oroauct Al, :.L LrIr; Y nil cP 1Sit"u+i In: ,iron an.nrL rrewiVnr secondary .Ir,vp-w,'h an integral relay to irnmadiataly detac• A." limn•, a,-, Gi.-II vo0 e titj. ;, , or,- vote,I u, prsrailer so uotn enyntuc onerato In emerpercy mode and provide .,11111-hol,l1 r ,oi -,ill r••'Irlr,(I,rr r' I fins•, rr,•­v, ieatere.5 n -w Yorie)r,, IriderpretatlonF of t'iF N, 701f i1 ' - The emergcncv battery writ power the iuminarre for a minimum ouratinn of 90 minutes tmaximum duration of three hoursl from the time suppl,i power is Imi, par iru ",,.II,�„I.,I ir,,, I.i, ,r,' •., i, ',. , Ii,,,1 I,)"" and 1/7 1", 11; 1 • ,I, , 11 i ' ", provided ii—hairnS ore mounted at an appropriate height and Illuminate an open space with or, male• obstruLd.ns The examples nel— show ihummnncc of 1 Er average and C 1 fc minimum of the single -engine Type IV product in emergenq, mode n' MH ;P' MH u,."alitii^S i. WST LED IOA700/40K SRc i'"mk'•',.°,; I..I..., MVDLT ELCYi "'',,, 1r'_•I_tn'',i'"' e' antd Q' Mmmuon Height NOTES 1 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz) Specify 120, 206, 240 or 277 options only when ordering with, photocel' (PEI fusing (SF. DF1, or dual switching IDS) 2 May also be ordered separately as an accessory Er WSBRVI DDBXD U Must spe,4y finish Must ne ordered with fixture; cannot be field installed 4 Not available with MVOLT option- Button photocell (PI:, Lau b.- with a dedicated voltage option Smnie iuso (SF-1 requ m; t k, 277 r,r 347 voltage option. Double vise IOFy red as 206, 24D or 191, '.uhn-tr• npudn 5 Not available with 480V option Not available with motion/amblant light sensor MR) a Integral battery pad Is rated for •20" to 60"C. onetahno temperature I "; IJ .r.u.,n, : Is 3-year period Not avaliabio with 347V or 480ti Not aveiiable with WLU 7 WLU not available with PIR or ELCW 6 ,.nr •,n,,,,­,1 (phntnceil lnc,uded,- t,wi-, ie,bient light sensor Nw .,a,vd!A. with "PE" olgo,i, ihuttn„ tyr,+^ hnmocell) Dlmmino driver <tnmwnS C4,rt awrdabin w.n, 7JLI, If. ,,, 9 Provide% 50/50 lummam• ulm,an+ — v. I ryn rcitimnvu U,u• rinvnl� ar-.) engmec on two separatr^ ru.,,il hint :wad,-ihiln ri•,ib ,+n,• nn'z,r,, ELCW, WLU, SF, or DF rt4rrt ;I>+'r'•r, ynit.trtr w)hanr� rims• to vv %,,n�• for both cinvers When nrof-re,i rat,; ot,i+tnr, tl rucl a, innhn• ',ails-, (PIR) only the primary power source leads will be Lontrolied, —✓ :me Llthoma Wit•, Conyera, uot,rd,r, 3Ch71! Pnonr (11 ?79 Ei(ki''. • Fax T7041E? 720WST LEI) 2011 7r1154rnhy 5-6,I,ohtlni; Inn All nnh;., re;nrvrd 'rcea W/t 1/1`3 -•rar-- I Lumen Output Lumen Ambient Temperature (LAi) Multipliers i- linen va-ues am from ohntonlotr:7 tests parwored in atcaraance wth IESNA LM-7946. Data is corsedered m he representative use these faz-m,a 1. eetttmv= relouw; iurwm autout for average arnit"'nt teerperattaes Of the eanFiiyurattons 2ewwn-,mi6n tit talttartxyatlowed p/ Lzgkung Fan+ ftun, ([ArC f32-MAT). %2 2A05 t 0 1 b1 nolmn 700 10A7W14 24W W ZA19 0 14 SR2 3^414 1 0 N 7 706 ,OA70W-K 47W SR3 4A21 1 0 86 120 WW 5R4 3.151 1 c 1 u 1 See slactncal load chart for 347/4WV system watts M 321F ! I t0 Sell, I I ft T 059 Projected LED Lumen Maintenance ;tarn re;eranar the t xtrapalaxd rsrrrprmzrteo 1X M—wu ur h+a WST LED 210A7W Ivatfm rn ,r a 2b`C+etbiasrt, gasaal or, t0 LXyJ h-xe: r.' ;E10 ur%`, no irrstea rir'r IESNA Lh4- $0fi8 and fttefc..eo ix• IESNA W,21.11, To cz, single 1-1-, use inn ivmnn mn1^tana*,te fatto• tha: glsrrrstxr+n::o use desired raarwbar ofgtstrsUrgh:u^cttsiiuv,-Fa•olrlc•Im,rnmnrtertlnyava•u^. suntac.lna7pry Electrical Load 0 2SIM Ulm 10fh000 1.0 DNA 0,bb 0.7Y =JJtM K4,_fd 320 200 t40 777 347 #n 24W 024 014 0.12 a I 700 29W' (i 0A7 47W OM 0.27 013 0.20 700 53W 0.17 0.12 1 Higher waritspe is due to electrical losses from step•Cown trunformen Ili r:4«ra*MII v h r, t. ., .».. 3� •..-�., ^Yr:., L*t, r'r[3:; ^ai��4-.KJ:.r; ; r • u+, wive •,o.t•.r!, tr,' tr .:n.;rv. t, •n+!' Lrth1n1,l .,otc aatlly mute for W;7 LED? 10A700/40C 5R_ 5R3 an;: 594 Dm,nces an• m owls of mount ry ne,gnt GI' Disinnuhan ovenav companson to 17SW metal nalide LEGEND I. t i 1 4 + [ ! [ 1 3 1 , [ + 2 ! r [ / t 1 C 1 7 1 1 LEGENDi 0 LED,CAt WST 1 .t1 rc :��•' i CC, t + r' G 5_1�11 � HID, WST HID NSTLED. 2M, 47W i WiT Li621Q47IX11rKSW, • WST 175M FT Pre IT M--no hi FEATURES & SPECIFICATIONS INTENDED USE The ciass,c architectural shape oftne WST LED was designed Tor applications such as hospitals, schoots, malts, restaurants, ano commercal buildings The long I" LEDs and dnver mare this luminaim nearly maintenance -free CONSTRUCTION The single -prate die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer#tom the internal light engine heat sinks and promote long lite The driver is mounted In direct contact with the casting for a inw operating temperature and long lite The die-cast dog frame is fully dasketeo with a one-piece solid suicann gasket :o keep out mpdtum ano dust, providing an I1`65 rating for the luminaee FINISH Exterior parts am protected try t1 zinc -infused Super Durable TGIC thermoset powder coat finish that crevices superior resistance to corrosion and weathering A tightly controlled mull -stage process ensures a minimum 3 mils thickness fora finish that can withstand extreme dimate chances without cradcinp of ceellnp Standard Super Durable cmors include dark bronze, black, natural aluminum, sandstone and white Availaole in textures and non -textured finishes orrics .Yntiyi;rr mLdden acrylic lenses are nn [line ert•d 1nl WhCr,^' diant:ui,cn urhnrmny ano spacing 1 wali•m-ut aaptieatwni Light erwinr_:are atxr,:?' f?ti ^u'I: i hn :N I LLi_Ihat!-rr, uplignt and nueid,h; as., Mn'ratima rnandly^' r,:rwul:r' meanmr; ,t it . rr,,zihru with th1• f VLD? , and Green Giooesr'- criteria for eliminating wastofui uptight ELECTRICAL Light engine(s) consist of 10 hiph-efficacy, LEDs mounted to a metal core orcurt ooard ano integral aluminum heat sinks to maximize heat dissipation and promote IW10lite (100.000 hrsa; 25'C, U 71 Class 2 electronic driver has a power factor >90%, THD c20'fo Eastry- sennossable surge protection device meets a minimum Category B (per ANSAEEE C62 41 21 INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wrong connections LISTINGS SA certified to U.S and Canadian stondards Light endinas are IP66 rates: tummaire, is IP6s rated and suitable for wet iocetioru, wrier, mounted with the tenser. down WLU option niter wet location hung it 'up"wrentation, fisted for -30'C minimum amolen: f a^;Ttnt,c i,r•, ;,.tin,•;+emn. (M C.: aualived product Not ail versto his product may tit. L3LC' 1,ur111w .-pits•• n,rec+ IT— i)LC Qualified Product, List a1 I,:.�vri„r3i,n .,r•t to , 0114IC` va.�+Lip: d':• �uDi J�eu WARRANTY Five year limited warranty. Full warranty tegrs iocated at Nate: Actual performance mev differ as a result of ano-user environment ano aptincavar, Ali values are design or "ica, values, measured 'under (soorarary condilioni, at �F'Z Specifications suaiod to change without nonce One Lithonia Way • Conyers, Georgia AW2 ' Phone' MG.2798041 • Fax. 770.918.12% WST-LED 'Mr --.,'-`• ;:Lam O 2011-201S Arulty Hrands Lidhuhg, Inc All nahts m"rved Rest•. 08/11/15 r Specifications WK. 1.2 ft' le,tim9 Laingth. 331, WA oal Width. 13" 03.0 eel mwAint: 7-112" OfAaa., weight, 2716e LnuW1 112141 D-Series Size 1 LED Area Luminaire S�r,9h r4ntmw,:' pfFFt L, H rr�r, I Introduction The modem stviing of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment, The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long -life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing 100 — 400W metal halide in pedestrian and area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours, EXAMPLE: DSX1 LED 60C 1000 40K T3M MV©LT SPA DDBXD I DSX1 LED Farward optics S30 530 MA 30K 3000 K T15 type I Short TIFTk'. forward Throw MVOLT' Shipped leduded 30C 30LEDs ioneenglnei 7DO 700mA 40K 4000K T25 Type115hor1 M6W 120' SPA SauarePole m0un0ng 40C 40 LEDs {two engines) 1000 1000 mA 1 SOK 50DO K T21A Type II Medium TS4 TYVeVWN Short 20G' RPA Round ode mounting 60C 60 LEDs (Iwo engines) (I A) AMBPC Amber T3S *Ill Short T5= TypeYSbert 2401 WBA Wall braw Ratatedoptfa' phospho} 1 BM converted Type IOMedium T5A VM iyDeedlurr 277' SPUMBA Snuarepoieunlversalmourningaoaptm' 60C 60 LEDs (two engines) T4A4 Y� TYP'e IV Medium TSN T VWidr 347' RPUMBA FDunti pole unrslssal moans adaa>m � 4RO ` Shipped separately I(MAB D M U Mast arm mounting bracket adaptor I I l Ispecifyfinish) " Shipped installed PIPIF 3V K'uaonramb em � u , 515' min mina neto',,amptx• Shipped Installed DDBXD barmonz- PER NEMAtwist-Iotkreceptacle only (no controls) ' 1+nlorelu €datif, HS House-sideshdd" DBLXD Isla, PERS Rye-Wrereceptadeonly lnocontrols) 11 PIRk1F�'i r",ran/asnb:^rn mottntlnarmtt ammer' WTB Utilityterminai DNAXD hatura:airnim, PERT Sry vmm receptacle only Ina commis) u 36 Bi-I°Ye since ea olmm+nt, 3D4 block " DWHXD Wn;,, DMG D-10V dimmingcinver (no centrals)' E St rr lei swtcne6 otmmm;, 50'!: "' SF Slnale tune (120, 277, 341V116 DDBiXO r wrec ear; uJa - DCR Dimmable and controllable via ROAM1D (no controls) ID PNA� D03 T r2 ;ian dim,dIJ aa+t DBLBXD i,%ifed uat OF Double (use (208 OS Dual s wlt{hm ' " a PNMT5D- Partni%_ uln ', nr 24C, 480V1 ! DNATXD i^xium narur PIE MotwiVambiemsensor,8-15'mouminghelgh4ambient sensor enabled a!W PNMT61! Par: mom, alnlnnr L90 Ieft rorareooptics" ai,mivrer. PIER Motioniambletasmsor,l5-30'motinonahelghl,ambremsensorenabled at5fcl' uNK7 ' n , , i art n,c� , ni , n R90 RI hnrotareao tic, 9 P DWHGKO i€xmm,wtu=. woliLr C4ir Sple�tb t D:Li7T'iSL' FaaoceE•-S:![war•Iak112.C77wT U13+7," :.y {U. I; PrcuKr S,l t"IrrR Jb� f3+N" � fi.l4G2' 15{itt I : hrtotae• -;;!. rwrs••Md'I,IaR Mr bb y i:: irtplplll (Y•' ��. 'S4¢ n:rs"ii:.' twaee-tt.rUrleFrtc :r:-!Ellnle Iwu�-da.slMr:,;tP3:::utn- ffi',1h3fi.".", 110ay`-Neeanedra6L,Lbtet 1,11W., oorm : y4 eta aaa ouna oo e r NnxJ' nJorataa7 taaurtt taarJW nniJ I=Do :.v,I. Ma[t+mJno�rtllrtl oranec+axxr• tlatdn•nrCsh' ^ Far sane mn[m1J Wh.... 0111 ­1 onana NOTES 1 Round MI't.4ve4n4e Wah6v,: tarv; 2 AMP.,TC oN evnrlatAb wdh 530mM o- MGb , 3 MVJU sr..,c'[µrcrntrs Rn a,nr"^r.a`taur�romi l'1--,+•?7/Vd:UAa'GMtl. Soedfy 120'A' ?:CaV. 24in' n� J77V uautrs or+lr ""Urdu —owl, I"." 6R DF ooemst 4 tVat++..,iai�n wr„vnMcisR,,d, iSinnA aeanuct d'sC:.55uw50:: 530 DSi Na ave'iabrr with BILK, 9t.St, o- kNlrr, bptivnt F,r, rabic aP a sccmate conm.nnt'an ac[zssx" ; Pi1MIU imnr,',;. a vJ,-rcUrr 1[ra9 ra,mrt Of, A I t _I C136 I7 n 40.1 0" R'11V1,4 st a separate scopm-y-, are A[Ormea air muU[M. Far [Mr w,tn 2.31R' meta am, lnbt 1—ded 7 J•netoctb oremrred and sr,ppeo u a sebiomt!,nr uwm tin-• A_:tow Fwx1a C-1.11 Sac aussaww; Not a�adabin _• ., 0J Reub . F 11 ROAMm r PdF rauunod, .7 moat oo Rrdnrcd rno a+nRoaa as a wwus — r,et „am%ce,ty hranoa Cuotrol: Nat -a I}.t, 9 J}J,(a GLbm. to, 347 Va• WVxagvcr. 1mJno, 10 5ixoiirc u IebprtG, onnolnJ ",m'nurP wish l} IUV [amn.nn cao:Ja' ^7' l'rf[ o(rt•n� AaU„aG. i+J{11JUna� dt•GW�Ia and farvlfiC; rr RU•Itld 1b' J(Ut.a1}' daJ:'aYRrer• +v'st ba ovrrnsscu aaW:rai:I, L,11 +, aU„1GA.a745 o, amn•' asyebrwmarv,ce• tic; rJ rT K,u, IA,, Pi -'a PF,Ftl. B.20. N:SJo• PtJr,n omit n.. 11 Aitgonet 4CC t,6^_. h1001e r. SO„Ul:w„na,ra ot,nj,,o ,sues „rbaes^nn.rt dean• tin twin sopxrse>• tm,rt NI'l PFn, 01:-. VIM, Fk o• F}n., 12 tioq+,r er an ade•t, anal mvrct 6c,rua 13 PiR and"R IFC3V adaary nits :.+ 'r i'• coolm!: MIt" and PlkN]FC3U ggor�b� the r n .'I , . oo,,j C': td•-, do%.-,. I),,n rioonvre PJenda^c. 1'N01 nvaJnb'[, rlYr pr-R]c'RFN AmkH.et mass' tt5tbo: Nt" woMco v. tJl r CU 5eperate onlefr requYrea. 14 dmrmnn errvr.:;an+Jud MV01 � oniv. Nat Wiflubio width 347V, 44W [Y'F 0 PERS, PERT n PNnr 1 nmt .; 15 Chmmireq d—, umdu,l MV00 airy Not madabw wrth 34N,, ON.. DCR, M, PERS, PEF.7, 6C10 nr a:s.l 16 Aim avdWaa a a aaparate, accaeor}; mo Acomorras JmmmaUm, 17 Wr6 net waWaa with DS. 1 r 5rnpla fiea ISF) regmrn 120V, 277V or 347V Double 11ae VFJ re"m 20V 24W or Ieas', 19 Avallable wrh an LEW 16^_ Retl 24 hadulrx 4, ln,m" to a s"x wt v, w Pi'9 novtr, Orawso and Yrrpaen as s woarato uw• urn, 11r 1 A,,,IV t:,s,il, i.nnt+n- ��b "� i%' Ms One Lithonia Way Convers, Georgia 30012 " Phone- 8M.279.604t DSX* -LE- ' 1 a g r Fez 770.418.1204 + Rm' 1017771E .., 0 2Dt 1-7015 ,4cwty Brende Lihnnnp, lnc All n[3hta rnaerwtd- Page 1 014 I .11 tr. Template #8 Tn11ai P(5k- DDtlAMU IMOM 6ftOEM 80#ANIL— taa9r.S1111it I buditaFFlmlr"Mttt11, P*Whabwhalals OM US 3bc911I Maw ISor" " DWW 221W Now 3re'' UUM falwl* 01122A5 51912r 7 32:- EaaatAiCSSf LlO;OMIl7A51g0tL' a.l.cnn� of pain..rrnsmes -d -il,.c I—W cad: � s '0our,a pale rqn n,usr k><31r' JJ C rnr,w,nm, .,..—.._.., k _ ._.___�. •^Gp mund FJu+r-^wunlnU IRPly h,h Tenon Mounting Slipfitter** 2-3/r AST20-M ASM-290 AST20-290 AST20-320 AST20-390 A5T2"% 2-71r AST25-190 A925-280 AMS-290 AST25-320 AST25-390 ASTB490 „ 4" AST35-190 A935 280�-A5T35-290 AST35-320 AST35-390 AST35.49C t•. el a h s.-h e - I7 r i. ->""6_ To see Cornpiete photometric reports or ciownioa { .IP_s flies 40r this protium YWt Utf onla L19hbrig's Isofootcandie piats Fn, the OSY,1 LED 60C 1000401f Dlstancez are m units or mwcnhnq height (7f) LEGEND 4 .. - 0.7 k t o , 0,6 k TiS T31114 T4M TSW rmen Ambient Temperature (LAT) Multipliers rsee factors to dewmme raistrve rtrnm output for awage ambient temoerAwres 0.40',` (32-104.9 101 0"C u,l 3n 1.02 ' 10"C So"F 101 20"C 69"F j 1 DO... 15Y 77"F 1.00 WC 1041 099 Projected LED Lumen Maintenance Data references the e7otwWwo pr+rarmanrv: w6�cr-nntt for the piatforrns noted in-. 2VC wr"wrt. based v, 10,OLtl1 hVun a+LGt'r tesl,n0 (testea per IESNA LM40-06 arm,' projected per IESNA TM-21.111 To calculate 11r, use the lumen maintenance factor that corresponds to the desired numoer of operating hours hetow For other Lumen maintenance va{uss, contact ractorl• 11m (,£0150C 10001 1.0 0.98 0.96 0,91 11 xl MW700 1.0 0.99 0.99 0.99 Eiectrical Load 126 2% 24_, 27? 3€, Mkt 530 52 0.52 0.30 016 0_23 — -- 30 7DD 66 film 0.39 0.3E D30 0.24 0.17 1000 105 01 0.5n 0-1= 043 i P, 530 66 067 0.39 0.34 029 023 0.17 40 700 69 0.69 0151 0.4� 036 031 0.22 low 138 i1S 01i, 11A,* 0S6 041" 7;: 530 99 097 O.S. 0 46 0,12 03a 024 60 700 131 129 0,74 0.65 om OA5 0.32 low 205 1,98 1 14 0.9r, 0.86 0.69 ose :Jnc Llthonla Vval s Gonver;, 6c,orgl,,. XMe r onc am 219 BC4 . par 7A, 91E 2r t3SK1-_L-C- `T ..� r'n�' Rev i0r' 77 15 1- "��- M_ `""`•-- ;'"" ° ^� � ?011-7015 Hcw?t SranAS upnung- m� AL nnhts reeerveG eaoe " m -w. i Lumen Output Lumen values are per". ndd to; a:,:crdanc^- *741 !ESNA I-M-7945 Data is cmudered to be representative of the oxAgurations mown w4th,n the tolerances a, owed by Lagnbny Farts Contact tactotyi4wpir-rimnwim data an any:m4pbrawii n,at shame nere T15 7,554 1 0 1 111 9,112 1 0 2 119 8,163 2 0 ) 12D 4,561 1 0 1 67 RS 7,789 , 0 2 115 EMA 1 0 2 _ 123 9,416 2 0 2 114 4,777 1 0 1 7-1 T2M 7,610 1 0 2 112 8,172 I L. 2 120 8,223 2 0 111 4,622 1 0 2 69 735 7.601 i 0 2 112 8,162 1 0 2 120 8,213 2 C 2 UT 4,724 11 0 1 6: T3M 7,670 i 0 2 113 8,236 2 0 2 111 8,286 2 0 2 123 4,701 1 0 7 60 701 6BW 14M 7,774 1 0 2 114 'n.34E 2 0 2 123 8,400 2 0 2 124 4,709 4 0 2 E4 TTTM 7,65E 1 0 7 113 8,121 1 n 1 121 8,215 1 0 2 121 4,636 I 0 2 6' TSV5 1,090 2 0 0 119 S,t>A7 I 0 1 128 9,742 4 0 1 12" 41912 ) C 1, 72 T55 8,150 2 0 0 120 V5' 3 0 0 129 8,806 1 0 0 130 4,863 2 0 0 72 TSM 8,164 11 0 IN 8,767 i D 1 129 8,821 3 0 2 130 4,924 3 0 77 ]0 T5W 8,044 3 0 i 116 8,63E fl 2 127 8.692 3 0 2 128 4,787 3 0 70 (301-W T1S 10,331 2 0 2 98 17,094 11 106 11,163 2 0 2 106 T25 10,652 2 0 2 101 11,438 f, ? 109 11,510 2 0 2 110 TSM 10.40E 2 0 2 99 11,176 2 0 3 106 11,246 2 0 3 107 T35 10,395 2 0 2 99 11,163 11 C. 1 I 11,233 2 0 2 107 TIM 10,490 2 0 2 100 11,264 2 0 107 11,335 2 0 2 _ 10A 1000mk 105W' UM 10,632 2 0 2 107 11,417 2 0 2 109 11,488 I 0 2 109 TFTM 10,473 2 0 2 100 11,247 1 0 3 107 11,317 2 0 3 109 T5115 _ 11,064 3 0 1 105 11,881 ) _ 0 " 113 11,955 3 0 _ 1 114 T55 11,145 3 0 _ 1 106 11,96E 1 5 1 114 12,(M3 3 0 1 115 TSM 11,165 3 0 2 106 11,989 4 0 2 114 14064 4 0 2 115 TSW 11,001 3 0_ 2 105 11813 4 0 7 173 IIA7 4 0 2 113 T15 9,984 2 6 2 112 10,721 2 Ci 1 120 10,76E 2 0 2 103 6,014 1 0 , 68 , 125 10,294 70 116 11,054 2 n 2_ 124 11.123 2 0 2 106 6,299 2 0 71 T)M 10,059 7 0 1 113 10,801 2 ) 3 121 10,169 2 0 3 104 6,094 2 0 2 68 13- 10,046 2 0 2 113 10,788 1 0 2 121 10,855 2 0 2 103 6,229 0 70 IN 10,137 2 C- 1 114 10,886 ) 0 2 122 10,954 2 0 1 104 6,198 2 0 2 70 706mk 89W T4M 10,275 2 0 2 115 11,033 2 0 2 124 11,102 2 0 2 106 6,209 1 0 2 70 Mon 10,127 , 0 2 111, 10,869 2 0 ? 122 10,937 2 0 2 1W 6,115 1 0 2 69 T5VS 10,693 3 0 1 120 11A81 2 0 1 124 11,5S4 3 0 1 110 6,490 1 0 0 73 TS5 10,771 t 0 121 11,566 i n 1 130 11,639 3 0 1 111 6,411 r 0 C 71 TSM 10,7% 31 D 121 11,597 4 0 2 130 11,659 4 0 1 111 6,492 0 73 40C TSW 10,632 3 C 2 119 11,417 n 2 128 11,48E 4 0 1 109 6,311 3 L 7 71 LEN ITS 13,655 0 99 14,663 3 u 3 106 14,754 3 0 1 107 T25 14,0?0 2 0 102 35,110 _ r, 3 110 15,212 3 0 3 110 T2M 11,756 , 0 I00 14,772 3 D 3 107 14,MA 3 0 3 IDS T35 13,739 2 0 100 14,754 i 0 2 107 14,846 3 0 1 108 TIM 13,964 2 0 100 14AU 0 3 108 14,991 3 L 3 109 1000mk 138W 74M 14,052 2 D 2 102 15,090 3 0 3 _ 109 15,164 3 0 3 110 MM 13,942 2 0 3 100 14.964 2 0 3 106 14,957 7 0 108 TS58 14,623 3 0 ; 106 15,703 4 D 1 114 15,901 4 0 1 115 755 14,731 3 0 107 _ 15,818 3 0 1 115 15,917 3 0 1 115 T5M 14,757 4 0 2 107 15,846 0 2 115 15,945 4 0 116 TSW 14,546 4 0 2 105 3S,6Ir 4 6 7 71i 15,711 4 0 114 115 14,694 2 0 106 15-779 3 0 114 15,877 3 0 ! . 115 8,952 2 t1 2 65 US 1S,IN' 3 0 111' IC264 3 0 11f, 16,310 3 0 1 119 9,377 2 P 72 12M 14,903 2 D 107 1M, 3 0 115 15,995 3 0 116 9.02; ? 6 6'+ 135 14,795 2 0 ) 101 15.871 3 D 3 ITS 15,976 0 t 316 9,777 2 6 2 W! 14910 C 1 10h 16,021 1 T1n 16,121 3 0 f 117 9,2I7 2 0 7G 700tn1 131W 14R' 15,12! 2 D 4 11C 16,23E 0 117' 16,340 P 3 118 9,213 7 0 11 1Flk 14,99,E D l 10•: 15,996 0 1 116 16,D% 2 0 3 117 9.T03 2 0 6<. T55'S 15,736 3 C 111, 16896 4 D 122 17,004 v 0 1 123 9,661 3 0 1 k TS". 15.85: 3 D lli; 17,02: 1I3 17.124 0 1 9.544 30 7i 7Y, 1S.8v 4 0 2 I1S 17,052 [ 0 2 124 17,15Q 0 2 _124 12' 9.66, 3 0 2 g 6DC 35Lr; 15,£i41 4 f, 2 11, 16,80! 4 t, 2 122 1493i e t' Z 123 9„39s 4 0 3 J: 160LEW I1S 20,09' _ r. 9C 21,570 3 6 3 103 11,7W 3 D 3 104 125 2UP, 3 D 3 9S 22,24, 0 106 22.33i 3 6 3 107 1-2M 20,745 3 C. 3 9' 21740 3 0 3 104 21E16 , 0 1 105 0 3 97 21,71: 11 6 3 IN 1I,849 v 3 105 T3M 20,40" h 3 98 71,910 3 0 4 105 22.0a;' i C' 4 105 1000 11 209 W TV 20,681 0 3 9S' 2?X! 0 4 106 24344, t, 4 _ 107 TFTM 20,37; i 11 3 97 &M, 0 2 105 22.01,i ? Lj S 105 T5V5 11.521 4 _ 1, 1 103 23,1X _ C 1 111 13.25 4 4 Ili TSr. fl l'� 4 r, 1 10c 2,0A1, t D 7 111 2142ti 4 0 1 112 TW 21.71'' a 0 2 104 22.12' - C 3 11", 446, 5 0 3 112 TSK' 2139' t „ 3 107 12S7e 1M 23.12L, 5 11 3 Ill %'' +",- .-: vs,.:, CmeiilnornaWay i.o4wers,6eorma3DD1;• • f'rlonc BW2798041 * Fax 77041E i2D'4 pSx1-1FD kc4 10,77/15 rt ;,� C17Q1 -.7015 Acwry branaa u¢nnur in, Ali nrrM, resarvec Pane 3 of 4 w- I FEATURES & SPECIFICATIONS Attachment 1: Narrative, Location Map, and Soils Map BTV Consolidated Rental Car Facility 1. Introduction Christopher Gendron, PE writing on behalf of Burlington International Airport to apply for an amendment to State Stormwater Discharge Permit 3028-9010.A for the above referenced project. 2. Project Description The Consolidated Rental Car Facility is the redevelopment of a Burlington Airport facility at 1376 Airport Drive. The type of land use is commercial and consists of two buildings; a car wash/maintenance building and a fueling station with a 20,000 gallon fueling tank. The project site is accessed from Airport Drive, a private road owned by the airport. The proposed project requires permit coverage under jurisdiction of stormwater management rules - Environmental Protection Rules, Chapter 18. An impervious area on the project site has previously been permitted but the treatment practice cannot be maintained. Another section of impervious area has been previously permitted but will ultimately become permitted as part of this project. 3. Existing Condition The existing site is mostly paved with one existing commercial building used to wash and maintain rental vehicles. The existing stormwater system as it relates to the existing site includes closed drainage, a grass swale. a pretreatment fore bay and a sand filter. The closed drainage system discharges into an unnamed tributary of the Winooski River located approximately 5000' northwest of the site. The soil on the site is Adams and Windsor loamy sands and considered hydrologic soil group A. The site is generally flat, 0 to 5% slopes. 4. Existing Stormwater System Part of the site discharges to a grass swale via surface flow and then from the Swale into a closed drainage system. Other parts of the site are collected in catch basins and discharged into the same closed drainage system. A small part of the site to the west drains to a pretreatment fore bay and then into a sand filter. From the sand filter runoff is collected in the same closed drainage system. The closed drainage system discharges into an unnamed tributary of the Winooski River located approximately 5000' northwest of the site. The impervious area contributing to part of the runoff getting to the dry swale and the entire runoff getting to the sand filter is covered under existing permit 3028-9010.A. I 5. Proposed Stormwater System: i) Description of Impervious Area: The site contains 2.50 acres of redeveloped impervious area and 0.18 acres of new impervious area. Part of the site was previously pennitted. The previous permit is being amended to remove this impervious area and it will be covered under this new permit. ii) Receiving Body: Unnamed TributaKy to the Winooski River iii) Fish Habitat Designation for Receiving Water: Cold iv) Description of compliance with each of the 5 Unified Sizing Criteria in the 2002 VSMM Vol. I including the treatment practices or credits/waivers used to meet each of the following standards: (a) Water Quality Treatment Standard (WQv): 1. S/N 001: Runoff is collected in catch basins, pretreated in a Stormceptor and then an isolator row and infiltrated thru a series of Stormtech chambers. Hotspot areas are isolated from this practice and are treated by the Stormceptor Oil/Water Separator as described in the attached spec sheets. Additional Redeveloped area above the required 20% will be treated to offset the hotspot areas. (b) Groundwater Recharge Treatment Standard: Runoff is collected in catch basins, pretreated in a Stormceptor and then an isolator row, then infiltrated thru a series of Stormtech chambers. Hotspot areas are isolated from this practice. (c) Channel Protection Standard (CPv): 1. S/N 001: The waiver for this standard has been met. (d) Overbank Flood Protection Standard (Qp10) : 1. S/N 001: Qpl0 Runoff is collected in catch basins, pretreated in a Stormceptor and then an isolator row, then infiltrated thru a series of Stormtech chambers. Hotspot areas are isolated from this practice. Runoff associated with the previously permitted impervious area known as "sub catchment 2" will count as additional impervious area in the post development condition and not be included in the pre development model when determining pre and post flows. (e) Extreme Flood Protection Standard (Qp100) : 1. S/N 001: The waiver for this standard has been met. v) Offset Information (1) The calculations showed no net increase in impervious area resulting in no load difference. The following items are attached for review: • Complete NOI form • Attachment 1: Narrative: Narrative, Location Map and Soils Map. • Attachment 2: Worksheets: Schedule A's, waivers and BMP worksheets- grouped by discharge point. • Attachment 3: Modeling: Runoff modeling and calculations demonstrating compliance with the applicable treatment standards. • Attachment 4: Plans: Pertinent plan sheets with all required information outlined in Part 5 of the General Guidance Document. • A check in the amount of $2.544.80 Payable to "State of Vermont'" E-7 - _ esty sits 4 nt- •�4 �}sue«__ �- .'- ,�- J` .S" s '.�a��_ � t' k_ r #..tom y f A •F€ - - �"_$�.; -- �L ���: -'� -- - ,� � _ - -- _ - - - "if{ _ � 1.-r.+ fir- - _ `�'i• .4' -_ _Ji_ -r� r - - - t'f�t :.,� -' L�•�_ - � i� -x- � - ice_€ - _�`_ -__ _ -_.a- '::. �- ,� � �' `'�-7`�-' _ --.±�-+� rL r�� �j , - •� � = i-,�S.ziarc�.L� :.. �=.�_� .��i�.��r`-� ac x�`.� i'�� � f L _ '`i ��r!�'==�5.?�-���tf t ��`-- _ - -■ k LEGEND O+P: 3 Hydrologic Soil Group—Chittenden County, Vermont 3 646490 646510 646530 646550 646570 646590 646610 646630 646650 646670 646690 646710 646730 646750 44" 28' 21" N _ i __ , -� - i - _ _ _ _ - - i _ i _ 44" 28' 21" N AA ..g `�.JT��y i• T U =..-- -_ ,.• i a€.---_�—•� _ `�-Lis=a�-�- `�_"�--i.L��. - � .: ,v - -_ _ _ _ 44" 28' 16" N -. .. " I I i i i r± i - j y ,•+"fi r i y 44" 28' 16" N 646490 646510 646530 646550 646570 646590 646610 646630 646650 646670 646690 646710 646730 646750 3 3 Map Scale: 1 1,260 if printed on A landscape (11" x 8.5") sheet Meters N 0 15 30 60 90 Feet 0 50 100 200 300 Map projection: Web Mercator Corner coordinates, WGS84 Edge tics, UTM Zone 18N WGS84 1!Suk Natural Resources Web Soil Survey 3/16/2016 '°"'"'"r Conservation Service National Cooperative Soil Survey Page 1 of 4 i—N Hydrologic Soil Group—Chittenden County, Vermont MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons 0 A Q AID 0 8 Q BID Q C Q CID 0 D 0 Not rated or not available Soil Rating Lines . r A . + AID ..r B • BID . * C + CID D Not rated or not available Soil Rating Points © A E] AID © B M BID MAP INFORMATION p C The soil surveys that comprise your AOI were mapped at 1:15,800. © CID Warning- Soil Map may not be valid at this scale. ® D Enlargement of maps beyond the scale of mapping can cause p Not rated or not available misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting Water Features soils that could have been shown at a more detailed scale. Streams and Canals Transportation Please rely on the bar scale on each map sheet for map us Rails measurements. .,� Interstate Highways Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http-//websoilsurvey.nres.usda.gov US Routes Coordinate System: Web Mercator (EPSG:3857) Major Roads Maps from the Web Soil Survey are based on the Web Mercator Local Roads projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Background Albers equal-area conic projection, should be used if more accurate Aerial Photography calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Chittenden County, Vermont Survey Area Data Version 18, Sep 25, 2015 Soil map units are labeled (as space allows) for map scales 1-50,000 orlarger. Date(s) aerial images were photographed: Aug 28, 2010—Oct 8, 2011 The orthopholo or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. L,jD,� Natural Resources Web Soil Survey 3/16/2016 ^4' Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group—Chittenden County, Vermont Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Chittenden County, Vermont (VT007) Map unit symbol I Map unit name I Rating Acres in AOI I Percent of AOI i AdA Adams and Windsor I A 2.7 100.0% 1 loamy sands, 0 to 5 percent slopes Totals for Area of Interest Description 2.7 I 100.0% Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff`., None Specified } SUn Natural Resources Web Sod Survey 3/16/2016 41111111iiiiiiE Conservation Service National Cooperative Soil Survey Page 3 of 4 APPLICATION FOR WATER ALLOCATION * Items marked with an asterisk must be filled in by ALL applicants * Applicant information Applicant: Contact Person: Burlington international Airport Gene Richards Mailing Address: 1200 Airport Drive #1, South Burlington, VT 05403 Telephone & Fax for Contact: ph. 802-863-2874, x 200 FAX 802-863-7947 Property Owner Name (if not applicant): Property Owner Mailing Address: * ys' al location oje Area north of airport parking garage and east of Airport Drive * ature of Applicant * Project Information If the project is a single-family home, please check one: New Existing (For existing homes, no Application is required if revised demand is less than 1,000 gpd.) If not single-family home, project name: Rental Car Quick Turnaround Facilitv * Application or Permit Numbers: (from Department of Planning & Zoning) #SD-15-47 Engineer's information for flows over 1,000 gpd Name of Engineer: Jon Leinwohi, PE Firm: Stantec Mailing Address: 55 Green Mountain Drive, South Burlington, VT 05403 Phone & Fax: 802-864-0223 PE License #: 6711 * Flow Calculations (You may substiture an engineer's caicuiation or ietter containing the information requested below) For additional bedrooms in single-family homes: NUmDer of existing bedrooms: Number of additional bedrooms requested: Page 1 l APPLICATION FOR WATER ALLOCATION For other residential oroiects, list number of bedrooms and units requested: Number of bedrooms x I Number of units j x Gallons per day per unit = Total flows 1 1150 2 1300 3 450 4 1600 5 I 750 6+ (specify) I I I TOTAL For commercial and industrial projects, list existing and proposed tenants, uses and flows: Tenant / Number of Other Business Type of use seats, SF, etc. x Flow per unit Adjustments Total flow Consolidated rental car facility consisting of 3 wash bays and three office spaces for a maximum of 18 people. See attached calculations. Average daily flow is 4,800 gpd, The existing facility that will be replaced has a permitted allocation of 2,600 gpd (MI-4-1798). We are requesting an additional 2,200 gpd TOTAL q * Total development water flow requested: Please do not write below this line r e Department S enntendent dMater Preliminary Allocation approved: Final Allocation approved: Final Allocation Expires: (Date) For Exrensrons of Final Adocation Only EXTENSION GRANTED (Date) G:W orC:SBForms:W ateraliocaUonForm Page' 4,800 gallons per day '� ram',► v Date with permit # - - R171 (Date ofExpiration) SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.sburi.com March 23, 2016 Mr. Bernie Gagnon, PE Resident Engineer Stantec 55 Green Mountain Drive South Burlington VT 05403-7824 RE: Burlington International Airport QTA Water Allocation Dear Mr. Gagnon, In response to your request as to the capability of the South Burlington water distribution system to supply water to the above referenced project we submit the following Preliminary Allocation Determination: 1. Sufficient water storage is located at the South Burlington East Tank off Dorset Street in South Burlington. 2. Based upon your final allocation request, water service connection fees and allocation fees shall be applied to this project according to the City Water Ordinance Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified at any time by resolution at an open meeting of the City Council. 3. Your water supply requirement for this proposed project including an existing allocation of 2,600 gpd and an additional allocation of 2,200 gpd can be furnished by this Department without restricting or encumbering present South Burlington water customers. 4. You are also required to contact the Champlain Water District (CWD) in order that they verify supply, treatment, and transmission capability as the wholesale water supplier for the South Burlington Water Department. 5. Any significant increase in current demand or any change in use will require water allocation re -approval from the South Burlington Water Department. 6. Water is supplied to the referenced area through 8" water distribution mains. 7. Preliminary Allocation Determination shall not constitute a binding commitment of capacity to the applicant and may be revoked by the Superintendent before a final allocation of capacity is granted if uncommitted reserve capacity ceases to be available. A preliminary determination may be used by the applicant that a proposed development has sufficient water capacity available to proceed through the development process. 8. The Application For Water Allocation has been and received by this Department and Final Allocation must be approved and all applicable fees must be remitted to the City prior to the applicant connecting to the City water distribution system. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlington Water Department John Tymecki Superintendent Cc. (via email) J. Fay D. Pratt J. Rabidoux R. Belair l FoltZAI'£ERNAL USE ONLY WA Permit # - C'= OF 30 U7H ITURLEINGT O)IV, 'Items marked with an asterisk m st be ffHeci in by a L applicants *APPLIC-ANT ENFORYLALTIONT kippiicant: Burlington lnternationa! -Airport Conaa^_ person: Gene Richards Nailing Address: 1200 Airport give # i , South Burlington, Vermont 05403 T eienhone & Fax for Contact Person: ph. 802-863-2674, x20C =,AY. 802-863-7947 Property Owner Name (if not applicant;: Property Owner Nailing Address: *ph'cal cation of Rroject: North of narking garage and east of Airport Jr, *si a voicant *Signature of Property Owiie-r (.Both applicant and proverty owner MUST sign the application!) *Prgjec, Information If the project is a single-family horae, 61ease check one: [ \ew t Existing If not a single-family home, project name: 4`ALroulication. o^ Perinm t- Nurribers: (from Planning & Zoning office) 0 SD - 16 - 47 Engineer's IrEYb=ation for flows ove _,000 gna Name o Engineer: Jon_ Leinwoh'.. aE Firm: Stantec Mail.rlgAddress' ca Greer. Mountain Drive South Burington, 1/ 7 0640 Fh.one & iw.. oi^„ 802-884-0222, 7�,4,« B02-864-C 6S DE :.icense #: 67 � 1 C K�iow CMCUiatiorss ;You may subsriture an engineer's calculation or letter for the info-mczrion r equested l7elaz:�,' For residential nY o$ects, list number of bedrooms and units requested: Number of Bedrooms Number of Units Gallons per day per unit = TotallFlows 1 340 2 or more 210 TOTS, Notes: ror commercial and industrial proiects, list existing and proposed tenant,, uses and flaws: Tenant/ Type of use Number of Flows per Other Total Business seats, SF, etc X unit Adjustments Flow Consofidated rental car facility consisting of 3 wash Bays and three office spaces for a maximum of 18 people. See attached calculations. Average daily flow is 4,800 gpc. The existing fazfflty that will be replaces has a permitted allocation of 2,600 gad (1NV-4-1798,. VVe are requesting ar, additional 2,200 gp� above currently permitted aliocation. I TOTA:, 4. B00 *Total mievelopmeant wastewater floes* requested: gallons per Firm, characte-ristics (for commercial ann3 industrial pr ®ie&ts; Volume: 4BJ0 calio,ns Flow rate-. 480C gob 2.32� ar)m) averaae 85 aorr instantaneous jai: Szrengh: ego rrCIP -0:: 3% - -^7ar, 7SS Please do no, t x s ^ te- 6eia= tt-zze Einc, k=,lication &-- Recording- Fee received - Name Date Receiving Piant: I—Kirpo- Pi,-w-y f iBartiet Bay Cif Canter District: L ''fes =NO .App--Gve3 b orate--^ POI-lutior, Cantrol I�ep2a-mnent (Commercial anc Industrial Pro�oc�) Director of Water Pollution Control Date Preiyminnan, aHo-Cation issued: (paymem, o, ee is not required) Director of Fianning and Zoning Date Firud allocation issue&" Cpqument of Je� IS Ta'u'I1IT'et<, eltRe' i uE Or, prO-ratOO"JO.'" projects urith multiple zoning permits involved) Director o` Planning and Zoning Final allocation expires Zoning permit issue (Date; (Bate, Date. vai'.n permit - - Asso:�ared -OMI connecrior, permit ;if aDD2Mnle; - - For ex-rensions ofHin¢L-Allocation. vniu :;im'EI'rNSION Gi _I! ED tG Hate) Data o. L2.mlr E- ors' /G 7 :1. ✓I �+I� LPL southburlington PLANNING & ZONING Permit Number SD- - (oice use only) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑✓ Preliminary ❑✓ Final PUD Being Requested? ❑Yes F-�,No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) City of Burlington, Burlington International Airport, 1200 Airport Drive #1, South Burlington, VT 05403, Ph. 802-863-2874, fax: 802-863-7947 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 13, page 271 3. APPLICANT (Name, mailing address, phone and fax#) City of Burlington Burlington International Airport, 1200 Airport Drive #1, South Burlington, VT 05403 Ph. 802-863-2874, fax: 802-863-7947 4. CONTACT PERSON (Name, mailing address, phone and fax #) Gene Richards Director of Aviation, 1200 Airport Drive #1, South Burlington, VT 05403 Ph. 802-863-2874, fax: 802-863-7947 a. Contact email address: grichardsP-btv.aero b. Alternate Contact: Jon Leinwohl, PE, Stantec, 55 Green Mountain Drive, South Burlington, VT 05403, 802-864-0223, jon.leinwohlAstantec.com 5• PROJECT STREET ADDRESS: 1200 Airport Drive, South Burlington, VT 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 2000-00000.002 575 Dorset Street South Burlington, VT 05403 tel 802 846.4106 fax 802.846.4101 www sburl.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): This application covers a Quick Turn Around (OTA) car rental facility at the Burlington International Airport. The new facility_ will include a single OTA/fueling area shared by multiple rental car operators/brands. The OTA will have 12 fueling` positions at 6 dispensers under a canopy, and a separate 20,000 gallon underground gasoline storage tank. The fueling canopy will be adjacent to an 11,665 square foot stand-alone single story building housing a car wash, maintenance bays, administrative offices, and support space. The existing facility will remain operational until the new facility is completed, and then demolished. The redesign and construction of the proposed new facility is required for sustainable rental car operations at BTV. The overall project area covers approximately 3 acres. The southerly portion of the site is presently used as a rental car washing/fueling/maintenance facility, while the northerly portion is used by the Airport for customer and employee vehicle parking_ The project also involves reconstruction of the access route to the. FAA Air Traffic Control Tower facility. Presently, FAA employees travel across the rental car site to enter the FAA's secure parking area. The project will separate the FAA's access from the rental car company's facility. Work required for these construction projects includes demolition of the existing facility, excavation, and construction of the new building. Additional project features include new bituminous concrete pavement, lighting, signage, pavement markings, drainage improvements, erosion prevention and sediment control, site restoration, and ancillary appurtenances. The Airport will be leasing land to the rental car companies for this facility. The Airport will also be leasing land to the FAA for their access. These ground leases result in the need for a subdivision, and a consequently a subdivision plat is included with this application. b. Existing Uses on Property (including description and size of each separate use): The land is currently used as a rental car company car wash and fueling area, as well as car rental parking and airport employee parking. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): There is no proposed change in use. The property will continue to Subdivision Application Form. Rev. 12-2011 consist of rental car washing and fueling as well as rental car parking and airport employee parking. d. Total building square footage on property (proposed buildings and existing buildings to remain): 11, 665 sf. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 20'0" admin area, 17'0" fuel canopy f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): No change in employees proposed h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Snow from this site will be removed and placed in gravel surface area located approximately 250' northerly of the project site as depicted on the attached ANR aerial map. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Land and building will be owned b, t�pplicant and will be leased to the rental car companies. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 942 (acres /sq. ft.) b. Building Coverage: Existing unknown square feet _ unknown Proposed 11; 665 square feet -unknown % c. Overall Coverage (building, parking, outside storage, etc): Existing unknown Proposed 96,938 square feet unknown % square feet unknown d. Front Yard Coverage(s) (commercial projects only): Existing unknown square feet unknown Propose(F 5,619 square feet unknown Subdivision Application Form. Rev. 12-2011 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? © Yes Eyo b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) No, the project is over 1.5 miles from the nearest wetland - on airport property. c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: _ 133,881 SQ. FT. * *Projects disturbing more than one (1) 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 (1) acre require a permit from the Vermont Department of Environmental Conservation. Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ 3,148,125 b. Landscaping: $ 59,051 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Security- $100,000; lighting- $48,314 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 4-5 pm. No negative impact. Net reduction of 10 vehicle trips. See Attached. 13. PEAK HOURS OF OPERATION: 7:00 am - 5:00 pm 14. PEAK DAYS OF OPERATION: all days 15. ESTIMATED PROJECT COMPLETION DATE: 2016 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form. Rev. 12-2011 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge SIGNATURE OF APPLICANT SIGNATUA OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete Incomplete Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form Rev 12-2011 Natural Resources Atlas JERMONT Vermont Agency of Natural Resources vermOnt.go� Z .Y x �► d'f . �: 4 I I-'rojeGl LO( M + ' .1k J 11 . 1: 3,159 April 13, 2016 60.0 0 80.00 160.0 Meters DISCLAIMER: This map is for general reference only. Data layers that appe, on this map may or may not be accurate, current, or otherwise reliable. ANR ar VGS_1984_Web _Mercator _Auxiliary_Sphere 1" - 263 Ft. 1cm - 32 Meters the State of Vermont make no representations of any kind, including but n limited to, the warranties of merchantability, or fitness for a particular use, n Vermont Agency of Natural Resources THIS MAP IS NOT TO BE USED FOR NAVIGATION are anv such warranties to be implied with respect to the data on this ma d All) fly Town Boundary B ek..- APR 2 2 City of So. Bu Map created using ANR's Natural Resources Atlas $ SUBJECT rfe OELAMME ST �5aix IM NJ - The purpose of this map is to depict proposed lease limits provided by the City of Burlington overlaid on ground features by Vermont Survey and Engineering Inc. combine with proposed design by Stantec, Inc. X - Parcel lines shown hereon are based on City of South Burlington parcel mapping and were not surveyed. 1M - Lease line 21-28 is approximate only. Lease Area "B" is intended to be contiguous with the lease area depicted on Reference R1. NJ - This survey was performed using an electronic total station to traverse between control points established using dual frequency GPS receivers, resulting in a closure with a relative precision that exceeds 1:10000. n - A combined factor of 0.99998761 was used for grid distance computations. All bearings, distances and coordinates are shown as Vermont Grid, NAD83 in U.S. Survey Feet. NA - Underground utilities not shown hereon. RI - A map entitled "DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO -TECHNICAL OPERATIONS EASTERN SERVICE AREA ATCT ATCT AND BASE BUILDING LEASED AREA BURLINGTON BURLINGTON INTERNATIONAL AIRPORT VT•• last revised 7/7/2008, copy provided by Stantec, South Burlington, VT. LOCUS MA 20,_ - — •• 1�..�..�..�..�..�..�..�..�.. �..�.•�..�..��..�..�..�..�... ire.. �..�� assa- 8 an UG_. -IIGT- Z7UI UGE —�Z9T UQF- —III=_' UGE --��— UGE. ,.• _ -.UGE .11LLL.Ld Al WHITE STREET TOWN HIGHWAY 18 yCNI�.. ! ::f .1 22 69 t ^ ia...LEASE AREA "A" 7 s RENTAL CAR COMPANY QTA FACILITY / LEASE AREA - la le EA 117,118 S Q FT ,� .PROPOSED FUELr 25 .. • _ • 1 / 24 PROPOSED CAR WASH ,DISPENSER ISLA194 .. & MAINTENANCE BUILDING 10 27 n t _— 602 11 . r . 228 '9800 LEASE AREA "B" ATCT & BASE BUILDING ADDITIONAL LEASE AREA = 5519 SQFT GRAPHIC SCALE 30 15 0 30 60 120 (IN FEET) 1 inch = 30 feet I certify that this plat is based on proposed lease areas provided by the City of Burlington, existing ground featurea by Vermont Survey and Engineering. Inc. and proposed design by Steatec, Inc. The survey work Identified hereon to consistent with this information. I certify this plat meets the requirements of 27 VSA Section 1403. This plat does not comply with Vermont Board of Land Sorveyora Rules, Pert 5.4 and 5.5. adopted under 25 VSA Section 2544(ax6). Signed: Stephen C. Passer. I.S. #527 APR 2 2 2016 No Text A I N TERSECTION ATWHITE STREET AND AIRPORT DRIVE LOCATION MAP B S, ItE fC.I, OI ROAD BETWEEN AIRPORT ROAD AND PAT RICK S I REF I SCALE: N.TS. h' 02/ 12//2016 4V A J Nt K Fi 0 U is S 0 IN BTV PLANTING SCHEME I PERSPECTIVE CONCEPT SKETCHES WHER BURLINGTON INTERNATIONAL AIRPORT (TI(802)863-2874 (F] ARCH— PGA 1425 ELLWORTH INDUSTRIAL DR N15 ATL ANTA, GA 30318 M 404802 3800 IFI4046023810 PGAL TBPE REG. No. F-2742 w pg.l— "_' wo m IN11 afit-6e,6 IFl INil e6sa,fis KNICIIT CONSL'IJING mlaone,�>>s.6, IRE.. HA2.LAM ICS FA —oo DR.6TE ]W PLIRDTDN,W Irl Ifi6i166&wt Eu STANTEC s DARiuouTn o- 6UITE,Ot MIBURx, xn m0i2 mIM]12.116 R7164D 66s-t6x N ,CORPORATION ml�+awxinw��, IFlrnofaanm n ECT—E BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY Project Address ox CaavwcxT2016 INTERIM RENEW N7LL 1, 2HE i 1002304 PERSPECTIVE PLANTING SKETCHES PLANT SCHEDULE DECIDUOUS TREES KEY QTY. SCIENTIFICNAME COMMON NAME S12E I SPACBNG AA 3 Amebnchier arbors SHAD 6-8' HGT. a shown BN 9 Betub ngn'Heritage' HERITAGE RIVER BIRCH 10.12' HGT. as shown INS 3 Gledirsia tri mah- i.'SI demaster' SHADEMASTER HONEYLOCUST 3'-3 12' CA as shown EVERGREEN TREES KEY QTY. SCA:NTIFIC NAME COMMON NAME SIZE SPMBVG PG 19 Piw gbuo WHITE SPRUCE B•IfY HG T. as shown PS 22 Pinus —bus WHITE PINE 8-IO HGT. as shown SHRUBS KEY QTY SOENTOCNAME COMMON NAME SIZE SIMMG AB 45 A i. arbutifolim'Brilli-tinim,' RED CHOKEBERRY 5 GAL 4- O.C. PC 33 Phy—pus'Copp-tires' COPPERTINA NINEBARK 5GAL 6.O.0 A mrEm0TVDAT.—. rTEZTREETXID'A�E mT STRET D MAD ET EE ARPORTRDADA DPATR- 3TREET BURLINGTON INTERNATIONAL AIRPORT IT] (802)863-2874 [F) PGAI 1425 ELLWRTH INDUSTRIAL DR. W5 ATLANTA, GA 3)318 M 404 602 3000 IF) 404 602 30t0 PGAL TBPE REG. No. F-2742 —ppd.cam STANTEC s IR awuau,oN,vr moa m,Eor,ta„t,o pl,eotleew,w T CONSULTING N6 mrotT. IRTv HALLAM ICS mlwn sswn prr® SrAMfEC -N miwn� wlm�iew_,sR S5 CORPORATION mu,o,smimtnn, BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY Project Address REGRnttTIGN co-wo 2016 FAPRIM RENEW i RIL 1, 2016 40 0 4o eo ,o623au� SCALE OF FEET CWRENf—ENT ar.WE PLANTING PLAN AIRPORT DRIVE L-1. PLANT SCHEDULE EVERGREEN TREES KEY QTY SCIENTIFIC NAME COMMON NAME SIZE SPACING PG 5 Plcea Klauca WHITE SPRUCE 8-10' HGT. as shown PS 5 Plnus strobus WHITE PINE 8-10' HGT. as shown 0 PLANT KEY _ EXEM-ERGREENTO iE REMOVED C) RELOCATED TIFF uEucEFN 1REEro ORE RROn:CIED S)`�\y' arvsTRucnoM O REI-CTREE rO RE ( } rnorosEDEVERCREEM RELOCATED ���!!! TO REILA<E n105E ER BURLINGTON INTERNATIONAL AIRPORT [Tj(802)863-2874 IN AacwTEn PGA 1425 ELLWORTH INDUSTRIAL DR N15 ATLANTA, GA 3031E 1ij ID1 Eoz 3R00 1FI101 E02 3E10 PGAL TBPE RE No F-2742 s P9RI= CON.OLIANT STANTEC —IRE ENUW -- MR (Eozl 1.11111 Iq (w]I swsw FNTGHTCONSULTING Rl lwtf •rswwsln p7 r•. HALLAMICS 3EEAS—. I sxExw RI F. ESE un IFl F. STAN5DOTRC TIo— Rllw]Ix.:3.03x Iq Iw31 EO TEss WS CORPORATION ml',m3mDnA maim ll]nss PI—E BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY aECT —10N Project Address —310145 INTERIM REWEW APIUL 7, 207i 70023M CURRENTDOO l-READ QMWL WVE DATE --TLE PLANTING PLAN 20 D 20 10 RENTAL CAR QTA SITE SCALE OF FEET EErNL-1.3 00, Nk ��\ ,�_' -• ; i mot. L / ,✓ VERMONT ARMY a NATIONAL GUARD \-J AVIATIONIFACILRY ",,AIRPORT \`\\r � -,._ - -" ZONING /- /1 f AIRPORT BOUNDARY / —pis RICT \ ,/ NT AIR DUTACUARO ��- t 7N, INDUBTRIAL"VE 20NE 0 5�0 \ I \ AIRPORT INDUSTRIAL �. ZOOWNG DISTRICT\ APPRO%IIMTE ♦w �.\.•- \` ;1 _ /` PROJECT LOCATION - -'--"- t ,'o ZONING ,\ ,) 1^ J PRATT FEy`/VWA \L W Ed ZORINCq EAGLE DRIVE �- \ ':l. `SSrON DISTRIGT 1'C{A5$''ll�T;�•�5� `b wET1AND PRO / �-:"''-'._ ^-*— N�NMcIMATE aOUNDARY MI%ED INOU • 1 WXED ')') COMMERC ZONING N �111NDUSTRIAL -I DISTRI COMMERCIAL V 1 III T. ZONING DISTRICT 1l MIXED INDUSTRIAL - COMMERCIAL ZONINGIDISTRICT N 1P0�5SP� OWNER OF RECOROOF RECORD CITY OF BURLINGTON, BURLINGTON INT'L AIRPORT 1200 AIRPORT DRIVE /1 SOUTH BURLINGTON. VT 05403 APPLICANTS CITY OF BURUNGTON, BURLINGTON INT'L AIRPORT 1200 AIRPORT DRNE M1 SOUTH BURLINGTON. VT 05403 CONTIGUOUS PROP RTI S SEE LIST PROVIDED WITH APPUCATION SUBDIVISION IS PROPOSED FOR THIS APPLICATION THE CDY OF BURLINGTON, BURLINGTON INTERNATIONAL AIRPORT, WILL BE THE OWNER OF THE PROPOSED PROJECT AND ALL ASSOCIATED LAND AND WILL LEASE THE FACILITY TO RENTAL CAR COMPANIES BURLINGTON INTERNATIONAL AIRPORT m(802)B5i-2B74 [F] 1425 ELLMRTH INDUSTRIAL DR w15 A'MNTA GA 30315 M 404 502 3E00 F140A 602 3810 PGAL TBPE REG No F-2742 WI_p" can s�T�cElAoux mmzl azu,a IFl rosl.Malcs KNIGHT CONSULTING 11 1"11"TINE m IM21 o Aaus� M r.. HALLAMICS u xeux�xcTox vrzw m a�N TYus, IFl E.. Bp A,M"To� 110 SATE In, A— 11 N .2 MI. I POA] NIM,IN.,E>c AWSw PORA^ION vE TI11,cl t�io-oi MNw Fl Dlnl�,a „W INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY Pro)ect Address INTERIM REVIEW k h 11, 21111 1002304 PRELIMINARY 1 FINAL PLAT LOCATION MAP OF Ownwr of Rwcord and Appllaan Crty o/ Bur11n9ton. V*rmo Burlington InternOtronpl AI 1200 Al rl Drrvw, 0 1 Sou" Burkngton, VT 05 Zonmp Dbt-t Airport Zoning Dretnct saearvielan bey Iw.e Plon for eznling Iwq� in rtnatian Use Rwntal c r pulck turnaround fonlity Minimum Allowat Ezbting Lot Ano SF Acn! IF IAcres 130,660 3 1 47.033 520 942 Fronf Yord Area I Unknown '.Ir 30I. Unknown Unknown 11,665 Unknown ul B11ma a parking, otM1er Imgmoue p 50 : Unknown Unknown 96,978 Unknown Front Yard 30% Unknown I Unknown 5.619 Unknown BURLINGTON INTERNATIONAL AIRPORT R)(802)863-2874 IF) PGA 1425ELLWORTH INDUSTRIAL OR N15 ATLANTA GA 30318 M 40480235DO 19 404 602 38 0 PGAL TBPE REG N. F-2742 ~.pgM Cm STANTEC anEEx4WuiAlx DnrvE saulNwwlQ 11 vT m1eA.n+lto m IbT EE4otEs KNIGHT CONSULTING m(b,llW1l+�] �n IFl F.. H!-LAM ICS FwsM'p0001 S 2W SOxiH pI1NLINGTON K m ., E54Nlt m Fn STANTEC W TH DnrvE SWT_' ALNMN xN V)m1 m1E0]I�b 1S5! MIw1111s11v NIB COPORTI RPORATON W FLtl m ]ENWOA^ �q]Ot IFlI]lol.tz ttx BURUNGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY PrD)ect Address INTERIM REVIEW M—h 31, 20In 1002304 PRELIMINARY / FINAL PLAT OF ,t�, CA CB A CC CD CE FA FB A FC FD RO NO Izn,¢ rr Ro r]I¢ ca• nG :r ]— -. sz 1 SLf za 11 1 rl r 6 1•I t• i — - I - I N+A � v ImLiu)* ,Dtltl 2) I rd ID s2 2i LIPMAIR NH 1 U MINE E C cH 1eA M1 - INZM dARWASH E IIXA� TIP I; yA,JN� « • rrP 6 h - I I a I /�1� '1� I s'F • -1 ' I I I � x zs § f o I I I I II — >a 4 I m 1 — a — — — — — — — — 1 One 1 � I 2 N I I F6a � nTT cp� L�1H- I �' s 0 a ao I (s1 la I ao N _______________w 1�1 — i -�,-- t I I I I IR I IR -I e = e m.wEEJ�yoRK rIF L — ]oz r --------------------i ----- sav�LE—Arv,pB In 11, 1z 112 ---- — Iu - F4 MAINTENANCE 11— I to I aasa 114 DR 1t5 . 1 - 1 'E I------�—� I I —}� FU NG 1 R OVER EAD REELS E FCIVIL 3 HOSE BIB REPLUMRNGSDMwINGS _ - 115 _ I s I to y ADAACCESS 1-RAMP -RE CIVIL TRENCH DRAIN RE PLUMBING I B CONCRETE FI LL O STEEL. OLLARD -RE CIVIL -------------------- - _____ _ _ _ , y y ---� t --- r _ _ WORN • r �i 11pJ I•' - - - -- y O P • ( I I41 T _ q �r _ �� -T__ _ _ _ T - T FLOORDRAIN RE FLUM91N0 S SEMI-ECESSEO FIRE EXTINGUISHER CABINET N WAL-OUNTED FI RE EXTINGUISHER CABINET -UL RATING owes FLU BING BEWAS RE RE FCJ 12 TIRE CHANGER AND BALANCER RE FS DRAWINGS 3 LUBE CUBE RE FS GS a a - 9 MAINTENANCE STOMGE V E 120 12 p I CAPlip LIFT RE FS DRAWINGS IWIND ) VACUUM RE FSDRAWNGE '6 CANOPY ROVE E,NINGS to AIRCOMPESSOR RE EC FED 20 AREA DPAIN REPLUMBINGMBI GRE R WASH DRAWINGS a 122 A '_� g o s ' I I 5 R CRWASH EQUIPMENT RE CAR WASH DRAWINGSIm E­ RESISTANT WALL HYDRANT RE PLUMBING 23 15L1. %�1RJO HEATED 24 3oa xnaq EATER SLAAS WALL UDDE N R 2e5 �ADA COMPLIANT WATER FOUNTAIN -RE h I I I Iy - �!� —+♦- - - - PLUMB_INGESSTAN 27 OVERHEAD DOOR WALL MOUNTED CONTROL BOA 29 FURN URE-TENANT P0.0NDEO TENANT INSTALLED 30 11 TINTED 11 PL-11 OVER 2-1rz METL STUD ATIT CLOSET 31 TIME CLEAR OCKWAk TENANT PROVIDED TENANT INSATLLED-RE F6 32 EAECTRICALFOR POWER AND DATA M L/COPYrFA%-TENAM PROVIDED TENANTINSTALLED-RE ELECTRICAL FOR POWER AND OATH 33 EFRIGERATOR-WH OAONLW T311F10M-RE ELECTRICALFOR ' _ OPEN WORN y-+ AREA r 12fi r - O - VF ` b Ib„Q ATENRCE IN16 127 • E SOAAG� 1�t �(1] FUELING r QI1Ip^MEND I 1 uT POWER AND PLUMBING FOR WATER MILLWORK 35 BREAKAREA RINK RE PLUMBING 36 C-APED CONCRETE FILLED STEEL BOLLRD-RE CIVIL 37 OLUMN FOR PRE -FABRICATED CANOPY 3e FUEL DISPENSER ON CONCRETE CURB -RE FSDRAWINGS 1>0 ,30 13 S t32 O _______________ __ y _ Np CORNROURPD FS DRAWINGS F7 �1 EMERIOR SU FAC—OUNTED FIRE EXTINGUISHER CABINET-UL PAIING "EC PERS REDDER-TENANTPROVIDED TENANTINSTALLED -- — - - — _ •- J.L 131 = _ _ _ -jj IL + i OD ��— — r V A7 i b RE ELECTRI CA LFO POWER FLELDIMP <3 DRAWINGS NSER EMERGENCY STOP DISCONNECT - REFS H VAC SEPAAATOA ER-3ROE FS DPAWINGS Nfi p A A NSTATION - RE FED—NGS _ _ I Y1 Y • • it �� ^" - t 2 11 2a II yrd \ S 1 1. _ 46 FUEL ISLAC MANAGEMENT TERMINAL - RE FS DRAWINGS FSDMWINGS O 47 EMERGENCY FED DRAWINGS F8 DRYE SH1R11RAWINGS L SYSTEM CONTROL PANEL- E FS DRAWINGS HER FLUID STORAGE TANK FB DRAWINGS ---- ---- - ---- IM t 5:1 FN�3Y• _. ]id ttu IfNI?I N -RE 5, TRENSFORAIN RE ELEL FS DRAWINGS 1M SINGS NCH DRAIN - RE CI WITH 51 TRANS OSE S3 SOLIDK SURFACE SILL WITH R CENTERED K GROMMET IN COUNTER CENTRED OVER OUTLETS BELOW 1a N• 1i IN 0 id N•,? 5 ,{ �IROTE 2 NO2 E ELECT FOR MOUNTING HEIGHTS 5S VERTICAL -WHIRLPOOL VB-1 E-WHIRLOL WMC305,6A5-RE ELECTRICAL FOR POWER KEYNOTES NOT USED ON EVERY SHEET I'a' OTA FACILITY PLAN KEYNOTES xoscuE FLOOR PLAN - CAR WASH 3 FUELING BUILDING Nr• 099LINBTQN ■ro•inni{ iin�ir BURLINGTON INTERNATIONAL AIRPORT m (502) $63-2074 AIIOIRECT PGAL 1125 ELLN/ORTH INDUSTRIAL DR N15 ATLANTA, GA 30318 TTI 404 602 3600 19 404 602 3010 PGAL TBPE REG No F-2742 Wwx Pg.1 cam CDNSIJ UNT STANTEC 55GIIEEN.—INDRNE SOUTN NLRLINGiON N mZZ11= IFl IIotINNala KNIGI CONSULTING 11 G I.- IFl Fu MLAN ICS 3N EAs—UN sTE30o 3DMTN.NPLINGTON W jFl IW2INSLNS, IFlFW 5 TANTEC MKT.— DPNE SURE 101 AUIORN rvHmOaz In(..__ IFl IN6 ). 7AY NIS CORPORATION R GE AVE IFl 1013301m1 IFlOI0l112 11fe PROIECTTITLE BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY INOJECTLO[ATpN 1200 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 RmIWIG REGISR—I. carnONr•2016 I O o A 'R[Rry *f - 1. ,rE OF VERSO R—RINUM IR 1002301 CURRENr DOMIMEWSTAG 10011IFOA NDREW OURRENTISUEDATE W25116 DRIGIRAL ISSUE GATE OY1L1{ I SKEET TRLE FLOOR PLAN - CAR WASH & FUELING BUILDING A2.01 SOUTH ELEVATION -CAR WASH BUILDING nr.+•a q NORTH ELEVATION - CAR WASH BUILDING WEST ELEVATION -CAR WASH BUILDING 1r•.rr Z EAST ELEVATION - CAR WASH BUILDING 11T'•ra BURLINGTON _..._.........,.._ i/T!M/i1WLL /1/p/RT , 13URLINGTON INTERNATIONAL AIRPORT ITI(802)863-2874 IF] ARCN1rECT PGAt 1425 ELLV40RTH INDUSTRIAL DR M5 ATLANTA, GA 30318 M 404602 31100 FT 404602 3810 PGAL TBPE REG. No. F-2742 —pg.1.. CONSULTANT STANTEC SBGREENNOUNTMNORIVE SOUTN BURLINGTON, VT —3 ffl@q R11431Imw,m KMGHTCONSULTING 1111 GETIn IB�s,BnINI rB VE MIS IF,FR HALLAMICS 3B EASTVA000R, STE AB SOJTHBURLINGTON, VT 05103 MNmlou,es, In Fu STANTEC S DNTAIOUTH CAVE SUITE ,CI AUBURN, N10]D]R In aol2maxe m 1(eSN WS NIS CORPORATION oRENCEAVE. OILemI_'NN D3D, IEPR)412.195 PROJECTTITLE 13URLINGMN INTERNATIONAL AIRPORT RENTAL CAR QTA FACIUifY FROJECTLO E. 1200 AIRPORT DRIVE j SOUTH BURLINGTON, VI 05403 R Ym0N3 REGSTRA_ COPYRIGHT• 2016 1. 2. PRECAST CONCRETE BASE RUNNING BOND &TICK PROJECT NUMBER S. PRE LAST CONCRETE BAND. PAINTED EI -, 4. FRELASE CONCRETE 8AN0 1002304 S, B. PRECAST CONCRETE CAP PANTED EFTA FLUTED PRELASTCONCRETEPANEL.PAINTED EPT4 CURRENT DOCUMENT STAG T S. @'CONCRETE FILLED STEEL BOLLARD, PAINTED EPT-2-RE'. CIVIL —INISHECSCUPPER 1001SFOR NDIPEAAYT /. 10. 11. CURVED CANOPY. RE: Al.20 ALUMINUM CLERESTORYWINDOW ALUMINUM WINDOW SYSTEM CURRENTISSUEDATE 0412476 12. 13. ALUMINUM DOOR S WINDOW SYSTEM HOLLOW METAL DOOR WITH VISION PANEL.P-1)EPTa ORIGINAL ISSUE MTE - 14. 16. HOLLOW METAL DOOR, PAINTEDEPiS HIGHSPEED OVERHEAD COILING DOOR O412jU16 16 MOTORIEED OVERHEADCOILINGDOOR 5HEET TURF 18. PILASTER AT CORNER EXTERIOR ELEVATIONS- 1. - ORAWING3 CAR WASH BUILDING 20, EMERGENCY SHUT RE: FS DR-INOSSICAL 21, T2. 23. VERTICAL PANEL JOINT, TYP., RE: STRUCT. ZONTALPANEL.IOINT.RE: STRUCT. PRE<INISHED METAL LOUVER. GREENHECK ESJ401 R4SISOF DESIGN. RE -..SPEC. CAR WASH BUILDING ELEVATION KEYNOTES -E E A6 N 00 BURLINGTON INTERNATIONAL AIRPORT 0 20' 1O — _ ---- - a_----------_-_-_-_-_-_-_-_------------------------------------ ]s------ _ - - -- - - oi� '1----'--' -- fio = --- a ---]ze __ ------ '--- _ ----_ _--_ ------ _ z 3 - I SLS D-- _--- }___--____�_---12 1 30330 19� - Jxge 3j 0 p of i 270 - 32B 0 - I 328 i --'- 32E6- - �~ 31� 5196-� \_NJze� 57-91 Jz94 6 pry' 9 2 rv' CB NO 1 ]286- _ ® - O GCB NO 9 JIRO }190—\c1u 72 CB NO 10 - - 329 'S2g0 Bg �zP p_ A y 0 32913_ 32 CB NO 6 J2B B. \ N, ' / CB NO I1 � �zC cl rzxw, MECH / STOPAC wA FF 32965 - J J20r 2B2 'I I TRENCH DRAIN NO } m [I..wx].. J2 2'6—Jxe-i,\ B / mo I M1ry d 9r Jdsp 8 ,,.In I 9 C� N h ~ CAR WASH 11 r l - I 0 ,ry IIEw1, w 12gC \ /�[ i.xJz. w E II..z]zii� �, .• / FF 32915' �. I I m,s �uJ2 ', n.. ,vi .,w ar .r ..s. ea J.I ,wr..y '....✓, -. u• .-... s.v. .>1M= .Fu:y TRENCH DRAIN NC11 \/ J7yi.arbSyC II 3280 3282 •�L / 3j70 I J TRENCH DRAIN NO 2 - J7s�i\ /f - il/ CB 10 5 1 �286 a LJ"ie zw Ji 121 Jzes\ I ^3 - f FUELING PAD • N/�, w.,�„ / III 'Fll CROWN ELEV awI \ v 1 - u- .ea - r- •rz.', •-a. r. I- m" .rr -w, j.ei�+--w nes ,Iw r - / 'I t 32925 J J2 r 3 - •; aNr - L/ III jj• ` n n e �\ '28 J2ps 7gr 9� - 2Qp x u iJbw // 1.q l� l I, Q ,9p,Nsw„ E 11Wx300.1 ! H �I�! •• MAINTENANCE BAYS OFFICE SPACE" a a. J `'2 N ~(/• / s - I •E' • ^ FA FF 329 fi5' FF 32915 IF - LB NO'7 1O CB NO 2� r f.liimiu '; _1 �� -_./,• FACT !`ryy ` 1 0 hryx 4I NCB NO 3 •.I 1 a n In yl, . - r a ,r ,- " - _".� _....i.,F„„„,... s,i..•.,., aa•, - 326 4 !/ _ __ - - ]z1:' '� IIWu. 'l I• FUELING EQUIPMENT aw _ FF 329 75' 32B 2, y 90 -3284" J 2 }190 ii 3292- F 3285-` 1�ouEaa., - oo cl `i uN I, ' 21 r,.' .n .•.,,nrr I P CB NO 4 —AIRPOREMPLOYEE PARKING ING LOT / I 1 _ 5v9 I j / 1 I / I 1 ' /a1 I / I I / I a o � 3 N T c A u a -- �. . CB NE- 6 AIRPORT CIRCLE - r \ / I 1 f-- 1 BURLINGTON INTERNATIONAL AIRPORT ITI(802)863-2874 IF) PGAL 1425 ELLWORTH INDUSTRIAL OR N15 ATLANTA, GA 30318 Tj 404 602 3E00 .FI404 602 3E10 'GAL TBPE REG N. F-2742 _ 99NI W COu.ULT.NT STANTEC '.' GIIEfN N W uiAIN ONNE salm,.uNuumoN yr mlwxlo,u,o IFI IEv1lMwlcS KNIGHT CONSULTING iI MNIGH1 IANE NhLSTON 1T 1 TI (EWINW]I] FIF. 7ELLAM ICS 000OA eiEEm :OIIIN IUNLMOTON Vf ¶IwxIEEHXi 9Fo :TANTEC vlretie� HoaNE numlxmTese�x i lx0l EEwnc US CORPORATION LOIIENCE AVE FNWO 01 11 anl2.xw 1131U111x,1e6 IV—— BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY Pro)ect Address PROGRESS PRINT NOT FOR CONSTRUCTION r INTERIM REVIEW .41anh 11, Zu16 MWEV NLM.FL 1002304 GRADNG PLAN C-20 EXISTING SEWER MANHOLE RIM ELEV 325 61' INV 8' AC OUT = 321 0' 8 5 PROPOSED ELECTRIC E%ISTINC B" PVC /5/-HANDHOLE SEWER SERVICE 5 / EXISTING 8' DUCTILE IRON WATERMAIN 5 � L / BYPASS STRUCTURE PROPOSED 3" DIA DUCTILE CB-01 NO 1 �� IRON WATER SERVICE MGT \ +Y TSO�O1 ^ PROPOSED 6•ETOPPING SLEEVE 6 PROPOSED SO VALVE SEE DETAIL IL SHEET ELECTRICAL ' `` E ROUTINGS UGC DMH-1 ` � J`�\ /5TRANSFORMER PAD %ISTINC \ / y0 \ CF. EL ROI NG� OGC IM/�32180' 11-21 \ Spy SERVICEE E SEE ELECTRICAL SHEETNFORL DETAILS L o\ Fl` STI/ JGE \ INFILTRATION 1 Sp\ Sp 100K/7A750 SYSTEM 'B• CB-11 73 Sp\ W / PROPOSED 1000 O DMH-I1 33/74]50 'GE CAL OIL !WATER _-_ _ _ /� t� N -PROPOSED TELEPHONE PEDESTAL AND 33 fi DROPS ° / SEPARATOR - -- .PO / \ \ / SERVICE SEE ELECTRICAL SHEEP GC INV OUT - 32321 5-3 6' PVC J* SMH10 RIM ELEV 327 63 /INV IN INV IN 32310 4" (SE) \ �. / 3233 UGF INV IN 3231D 6" (NE) INV OUT 32305 6" (SW) a PROP 6" PVC / - / JO \\ DMH-02 / WASTE WATER/ _- // / Sp OS\ �'P\ �STC-450 PRE TREATMENT DEVICE INVERT OUT -CB-02 / 32412 " �l\ PROPOSED ELECTRIC HANDHOLE N PROP 4" `VC p / O S f\ / p SEWER SERVICE Q �� -- >° CB-09 \ IV N C13-03 PROPOSED GAS - �v\ _ _�. -• yp SD OS \ METER V -y0• � p9 t6 GP���P - _ l •�j•`K 'E pS\ PROPOSED UNDERGROUND \ TELEPHONE ROUTING PROPOSED GAS SERVICE TO BE PROVIDED BY VERMONT \ - Q r -i ce- GASH10 PROPOSED 6" PVC SEWER SERVICE- / f\ ,� DMH-04 I '-/ „ I' %�• , ao E%_SMH11 RIM ELEV 327 15 - —' INV IN 317 90 6' (NE)- INV OUT 317 90 6' //% INV OUT 317 BO 6" (W) '9h'J S-5-\ / / / 50 /50� yz RD-O r DMH-06 SD' UOT PROPOSED ELECTRICAL ROUTING UGE BURLINGTON \ INTERNATIONAL AIRPORT INFILTRATION \ E%ISTINC FENCE SD-15HALL REMAIN SD SD 6O C] \ \ CB-06 LCF S 6 sp s e\ EXIST-SMH10 Vim\ RIM ELEV 329 91 o INV IN 32298 4" ((Wi AIRPORT °s a oA INV IN 319 30 6" \ INV OUT 31940 6- ISE7 s \ CIRCLE \ yo \ LC S A S LT PROPOSEDELECTRICAL ROUTING It \S a0C i Oc/ \ a p. E%ISTINC ELECTRIC _ CB-OB ��BO% N m ' °® FAA FACILITY .e BURLINGTON INTERNATIONAL AIRPORT ITj(B02)863-2874 (FJ PGAt 1425 ELLWORTH INDUSTRIAL DR $15 ATLANTA, GA 30316 m 413/ fi02 3600 IFI 4D4 fi02 3610 PGAL TBPE REG No F-2742 W WW P9a1- STANTEC GREENMOUNTAINDNNE SO 11URLWWON V, os.m m IFR11.E>NIN PI IK¢INwtcs IG KNHT CONSULT0IG Et RNIGHT LWE YLLLI6TON Vi05N5 m IY/11 ciKM] IF] Fo ZAM ICS 3E FA61W000OR STE2w 3­ N14NGTON VI m. iSPTM, N 1 STANTEC DAR1MOlrtM RIVE ^ MTE III UW�I1N SH�z m R1110311ALAN NIS CORPORATION 2 F1.R E6 WGUE OO.-I m DI011bI:W IFI1]1Y1 nz-,tm NINECT-F BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY Project Address PROGRESS PRINT NOT FOR CONSTRUCTION WJW]01 INTERIM REVIEW Mnnh+I 2U1b I 1D02304 UTILITY PLAN iNEETMIMCEII C-301 33 z `i ��ni PROP GROUND'S^�^^ 28 i Nt ¢! 321 S_ 124 5010 LP 4 1 XIST GROUND I UST 36" RIP STORM 2D 2S7 Ei LFSfi �� 02 o0z 20 16 15 16 315 E"N4" TAPPING ANC SEWER PROFILE SCALE H 1".20' SCALE V 1".2' 3327 —, 332 Em- FM 320 I W/RG 316 315 0+00 D+45 47 WATER PROFILE SCALE H 1".20 SCALE V 1"=2' 13+003+08 332 332 z :$ PROP GROUNDoE. 2 328 328 E%UST GROUND -I L ti pS LF 6 q 324 02 00 24 S-3 5 60 LF 6"c 02 00% PROP OIL WATER SEPARATOR) 320 320 316 316 5D+00 50+58.94 WASTE WATER PROFILE TO OIL WATER SEPARATOR SCALE H 1'-20' SCALE V 1'.2' go 328 324 Rg 332 gm 77T] 316 ' 316 314 314 �n 50+00 5D+s676 FUEL EQUIPMENT FLOOR DRAIN OUTLET PROFILE SCALE H 1".20' SCALE V 1"-2' BURLINGTON INTERNATIONAL AIRPORT (TI(802)863-2874 IF] AACxRF PGAt 142$ ELLWORTH INDUSTRIAL DR M75 ATLANTA, GA 3031E m 404:023800 in 404 02 38 0 PGAL TBPE REG No F-2742 W WW pg.1 mrn uL-T STANTEC 55geEEN MOUNTAIN OPNE sourx IunLWciw yr PSrN IiI1= 4.7-0 If]IN91NUle5 NNIGNT CONSULTING 51LLNIGNTUNE VT fn veozl Crow] IF]. ZAALLAM ICS OOODR -I. SOUM NnDxGTON of OSIe] mlEozlw4ee, ff1l. STANTEC 50411iNOUM DRNE AInuRN N�m2 ,rFl, .� IEIP031 eef'iN4 NIS CORPORATION LOR NCE- WGLEWOOD,fA4D3el R,I]101] o-l� IFl 1]minaneN MD]CCf mLF BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY Project Address PROGRESS PRINT NOT FOR CONSTRUCTION INTERIM REWEW March 31. 111ll. CEO]E[T NUM�En 1002304 STORMWATER PROFILE C-303 SC-310 TECHNICAL SPECIFICATION NITS —r I,i �� III � •�ii 'I i I 1 �11 1 11'1111 Ir 1 II 1 1, III,,,, ,� 1r r �l L1_1_L1-1_!-1_Ll_i_ E u E 9 9" 4 ' 59 251 m ( m) (116 6 mm) f� � BUILD ROW IN THIS DIRECTION NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 34 0" X 16 0" Y 65 4" CHAMBER STORAGE 147 CUBIC FEET MINIMUM INSTALLED STORAGE- 31 0 CUBIC FEET WEIGHT 350 lb. 'ASSUMES 6" (152 —) ABOVE, BELOW, AND BETWEEN CHAMBERS STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH-8 STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH -7 OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION E o E 34 0' (864 mm) PART# STUB A B C SCEPEWTI SC310ERENTPC fi'1150 Se"114]mml - SC3t0E310PED6B I SC310EPENBPC mm1 9S.(2M mml D 5' (1J mml ED I0EPEO.TISC310EPEDffC3C S10EN PEDIB I SC3IDEPEBPC e'120D mml 119'1302 mm1 35"(e9 mml _ 0 6' (15 mml SC310EPEIOT I BC310EPE10TPC SC310EPEIM I SC310EPE10BPC 10'(250 mm1 127"(323 mm) 14'l36 mm1 - 0 ]" ( I4 mm SC316 PE125 12"1300 mm1 135'!l43 mml - 09'(23 mm1 ALL STUBS. EXCEPT FOR THE SC310EPEIZO ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-800-892-2694 • FOR THE SC310EPE128 THE 12' (300 mIT) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0 25" (6 mm) BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FIRING SITS LEVEL NOTE ALL DIMENSIONS ARE NOMINAL STC 4501►uncut Concrnto Stormclptor (450 U.S. Gallon Clpvaty) CwP4MGnWI LOACVK) • e• .11V o 1'O NC FIq O .11V pgh f e 5 wl4'Gc n SWmgploi � Z HW iTHDlE3 oan ITr1'B QI MA 3II 1DB1 I omkl 1a:11A1 wNN4x .� Jxl Mlp EPW, PTEI R Iq 1e" l TO REINFORCED(H20) 4•BCz 's •INM V Go., STEM UO MANIFOLD III CONCRETE MANHOLE j6xN) RFw YM 4B"N 5' 0A4RBN J 8• 4 ° Ii..aa lney loFw sa.wal SeetloO Thry L N1MeT PIo01' IeW NOTES 1 THE USE OF FLEXIBLE CONNECTION IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLICABLE 2 THE COVER SHOULD BE POSITIONED OVER THE INLET DROP PIPE AND THE OIL PORT 3 THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE DR MORE OF THE FOLLOWING US PATENTS t149B5146, #5498331, #5725760. #5753115, #5849101, Ir6068765, #6371690 4 APPROVAL REQUIRED FOR SUBSTITUTE (OR EQUAL) DEVICES IF STORMWATER PRETREATMENT STRUCTURE KITS �I a a s o MATERIAL LOCATION DESCRIPTION 11 S MATERIAL COMPACTION / DENSITY FROMTHETOPOFTHE'CLAYENTOTHEBOTTOM APPROVESUITA6LESOIIIROCXMATERIALB NATIVES -IS PREPARE PER GEOTECHNICAL D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE NOTE THAT PAVEMENT SUBBASE OR PAVEMENT SUBBASE NIA RECOMMENDATIONS AND PLANS AND DETAILS AMY SE PART OF THE 9' LAYER BEGIN COMPACTIONSCHAMBERS AFTER T2.OF STONE FILLMATERALFORMBEDME MSHTO Mt45' IMTERIAL OVERTHE REACHEDSTANTSFROMTHE STAR SFR TOPOFTHE EMBEDMENT GRANULAR WELL -GRADED SOIIJAGGREGATE MIXTURES <35X STONE I'B'LAYERt TO 16'ABOVE THE TOP OF THE A-1 A'xi, A"3 LAYERSINIS COMPACT AODOONAL LAYERS IN G'MM LIFTS TO AMIN 95% PROCTOR DENSITY FOR WELL GRACED R ClAMBE NOTE THAT PAVEMENT SUBBASE MAY S FINESORPROCESSEDAGGNECATE OR MAT Y. MATERIAL AND REMAIN DENSITY FOR E OE C BEAPAR OF THE 'C'LAYER WHERE _AYER E R PROCESSED AGGREGATE MA S ROLLER G TETRAS MOST PAVEMENT SUBBASE MATERIALS AN BE LIEU LESS THAN 12' TO BOTTOM OF PAVEEM W SC USED IN U SUBBASE INCREASE DEPTH OF SUBBASE TO TOP OF THIS LAVER M SHTO M43' 3 367 4 4fi] 5 56 57 fi, 6T,N ] 7e a 49, I ON LENT TO 2 G II, NNH EIGHT NOT TO IDS ANI DYNAMIC FORCE NOT TOEI(CEED OF STONE (LAYER 81 9 10 20 20 NO I6c (d9 XN) (SEE CONSTAUCTION EQUIPMENT NOTES( EMBEDMENT STONE FILL SURROUNDING THE I I B (CHAMBERS FROM THE FOUNDATION STONE I'A' CLEAN CRUSHED, ANGULAR STONE 3 AA44B7 SASfi 57 NO COMPACTIDN REQUIRED LAYER( TO THE'C' LAVER ABOVE ICI 3 STONE FILL BELOW CHAMBERS [FOUNDATION A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) CLEAN CRUSHED ANGULAR STONE MSHTD AM3' 3 3S7 4 451, 5 Sfi 57 PLATE COMPACT OR ROLL TO ACHEVE A FLAT SURFACE ' INSTALLATION NOTES) OF THE CHAMBER (SEE ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS NON -WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED ANGULAR STONE IN A i B LAYERS BITUMINOUS PAVEMENT PERIMETER STONE \ \\ D - (SEE NOTE 6) wil EXCAVATION WALL CAN BE SLOPED OR VERTICAL I +3 - MANIFOLD AND HEADER _ _ _ .G PIPES AS REQUIRED I -i� 'A t, ` 1 5. 701A) FXIIN 24' MIN l n' \ CSC-3t0-N. SUBGRADE SO ILB �r-6� 34„-,"����- 32130'IB) / MIN x, _ A 21.1 ENO CAP PLEASE NOTE (SEE NOTE 41 1 THE USTED MSHTO DESIGNATIONS ARE FOR GRADATIONS ONLY THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR, NO 4 (ASWO M43) STONE 2 STONE COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6-(MAX) NO USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR ON UNIFORMLY GRADED, SMOOTH AND FIAT UNCOMPACTED SUBGRADE NOTES: 1 SC-310 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 'STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS', OR ASTM F2922 'STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS- 2 SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' 3 'ACCEPTABLE FILL MATERIALS' TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTDN REQUIREMENTS FOR FOUNDATION, EMBEDMENT. AND FILL MATERIALS 4 THE CONTRACTOR IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS 5 PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL MR BOTH VERTICAL AND SLOPED EXCAVATION WALLS FOR EACH LIFT 6 ONCE LAYER 'C' IS PLACED, MATERIAL DAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR '0' AT THE SITE DESIGN ENGINEERS DISCRETION 36 O'F, 12" MIN 2953 r ROM PRETREATMENT STRUCTURE B 11 12' ADS N-12 INLET PIPE/MANIFOLD 18" I 1 12' PREFABRICATED ENO CAP PA'1 I ALLSC 310102 SC"EECON 7YP ONE I I � PLACE MINIMUM 12 5' OF ADS CEOSYNTHETICS 315WTK WOVEN 1 I I GEDTEXTILE OVER BEDDING STONE AND UNDERNEATH ( CHAMBER FEET FOR SCOUR 1 PROTECTIONINAT ALL CHAMBE " I I 1 INLET ROWS 1 12" ADS N-12 BOTTOM-,, 1 1B' MIN I MANIFOLDTE* TO CHAMBERS I I I 1 1 24" MIN I 1 1, p° MIN 1 1 I�� 10" ADS N-12 BOTTOM MANIFOLD CONNECTIONS, INV L rv� 0 70" ABOVE CHAMBER BASE s UNDERGROUND INFILTRATION SYSTEM A 12ADSN-121N1_ETPIPE,MANIFO1_E � NJ CONCEPTUAL LAYOUT (4U) STORWrECH SC-310 CHAMBERS (20) STORMTECH SC-310 END CAPS INSTALLED WITH 12" COVER STONE 6" BASE STONE. 24' SIDE/END STONE. 40X STONE VOID INSTALLED SYSTEM VOLUME' 1,734CF 2 AREA OF SYSTEM 1,224Fr' i PERIMETER OF SYSTEM HIDET3 (MODELED AS POND 4P-HYDROCAD) STORMWATER CHAMBER SPECIFICATIONS T CHAMBERS SHALL BE STORMTECH SC-310, OR APPROVED EQUAL REFER TO MANUFACTURER FOR PRODUCT SPECIFICATIONS NOTES FOR THE INSTALLATION OF THE SC-310 SYSTEM 1 STORMTECH SC-310 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS 2 STORMTECH SC-31D CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE 'STORMTECH SC-310 CONSTRUCTION GUIDE' 3 CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS SrORMTECH RECOMMENDS 3 BACKFILL METHODS •SMNESHWTER LOCATED OFF THE CHAMBER BED •BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE •BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR 4 THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS 5 JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE 6 "WAIN MINIMUM - 6' SPACING BETWEEN THE CHAMBER ROWS 7 EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN CRUSHED, ANGULAR STONE 3/4-2" (20-50 T I,H 5 THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER 9 ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF NOTES FOR CONSTRUCTION EQUIPMENT I STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE 'STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE- 2 THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 CHAMBERS IS LIMITED •NO EQUIPMENT IS ALLOWED ON BARE CLAMBERS .NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE 'STORMTECH SC-31D CONSTRUCTION GUIDE' -WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE 'STORMTECH SC-31D/SC-740/DC-750 CONSTRUCTION GUIDE" 3 FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING — — — T — — — 77 — — — — — STONE FILL S PRETREATMENT STRUCTURE A UNDERGROUND INFILTRATION SYSTEM A NTS CONCEPTUAL LAYOUT "I) STORMTECH W-31D CHAMBERS (196) STORMTECH SC-310 END CAPS INSTALLED WITH 1" COVER STONE 6' BASE STONE, 24" SIDE / END STONE, 40% STONE VOID INSTALLED SYSTEM VOLUME 3.961CF 2 AREA OF SYSTEM 27217' E PERIMETER OF SSTEM 209R3 (MODELED AS POND 3P-HYDROCAD) i R BURLINGFON INTERNATIONAL AIRPORT (T](802)863-2874 %119CT PGA 1425 ELLWORTH INDUSTRIAL DR W15 ATLANTA, GA 30318 M404:023800 IF] 404 023810 PGAL TSPE REG No F-2742 WWW pgw com STANTEC GIIEEN—TANONME SSUmTH M16UNGTUN W (n lwxlls7Nt0 IFI Iw2lMwtes KIN AL 51 KNIGHT UNE WILLSTON tT05195 I IFIE. 14 wH5 HALLAM ICS FATS—oo1LSTE1. SOUTH WA INOTON VT INN mi. —1 plfa ;,,NTEC SNeTMo—NE LIRE 101 —MIN NI0303i M(°NI so _ 7IIw3 —noi MIS CORPORATION x35W 1LO6ENCEAVE WGLEW000 U-1 m D1oI °wtxq !H O10) 1211. BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY �E Project Address PROGRESS PRINT NqT FOR CONSTRUCTION Wxotfi INTERIM REVIEW A4uc1t 31.2Ola —ELT.... ID02304 CIVIL DETAILS C-601 NOTES: 1. CONCRETE: 5,000 PSI MINIMUM STRENGTH* 28 DAYS 2. STEEL REINFORCEMENT: ASTN A-615, GRADE 60 3. COVER TO STEEL - 1" MINIMUM 4. BY-PASS STRUCTURE SHALL BE DESIGNED TO NEST ASTN C-657 AND ACI 318 WITH AASHTO HS-20 LOADING. 5. CONSTRUCTION JOINT: SEALED WITH BUM RUBBER RESIN OR EQUIVALENT. 10'-0' X 5'-0' X 5'- 0' (INSIDE DIMENSIONS) PRECAST CONCRETE HD VAULT (H20 LOADING) ADJUST TO GRADE WITH PRECAST CONCRETE GRADE RINGS AS REQUIRED. TYP OF 2 HEAVY PRECAST CONCRETE COVER, TYP OF 2 ADJUSTMENT RISERS OR PRECAST CONCRETE 4' I.D. BARREL SECTION, (AS NEEDED, TYP OF 2)-" SEAL MINT, TYP.- 15" HDPE TO DRAIN SYSTEM SD-03 15' HDPE FROM GRIN SYSTEM SD-22 I FLEXIBLE RUBBER BOOT CAST / INTO WALL (TYP.)- 5 0 5' WEIR WALL REFER TO SKEWED PIPE CONNECTION DETAIL THIS SHEET PLAN IN PLACE, TYR. OPENING ABOVE, TYR. OF 2 S \-12' HOPE TO STC-450 (B) 15" HDPE FROM DRAINAGE SYSTEM SD-01 MANHOLE FRAMES AND COVERS SHALL BE NEENAH CATALOG NO. R-1743. LEBARON CATALOG NO LC 328 OR EQUAL 10 I TOP WEIR 23.]0' •I aIS* FL MOPE 18' FRI HDP SECONDARY FLOW TO IN FROM 1 DRAINAGE SYSTEM DRAINAGE SYSTEM Jf INN. - 322.15' qr INV. - ]22.15' vo � 16' MIN. CRUSHED GRAVEL BEDONG- _mL 1mL 1mJ1 l ICI I L I ml =ql I= M I_"=M IM ml � M' SUITABLE UNDISTURBED MATERIAL ELEVATION 5Y—PASS STRUCTURE N0. 1—PASS STRUCTURE N0. 1 (MH-01) SAWCUT EAST. SO PIPE TO ALLOW INSTALLATICN OF NEW NEW 5'0 PRECAST NEW CONCRETE COLLAR PRECAST CONCRETE STRUCTURE GONG. DMH OR 4'4 CB SEE DETAL THIS SHEET SEE TYP. DETAIL THIS SHEET EXIST. NEW RCP I NEW RC E%IST. RCP/NRCP S.D. 1 W LL A t WMLL RCP/NRCP S.D. NEOPRENE BOOTS AND STAINLESS STEEL BANDS CONTRACTOR SHALL VERIFY EXISTING STORMDRAIN SIZE AND ELEVATIONS SIOWN ON PLANS PRIOR TO FABRICATION. ADJUST INV. ELEVATIONS. WITH APPROVAL OF ENGINEER, AS NECESSARY, EXISTING S.D. TO NEW DRAINAGE 4 STRUCTURE CONNECTION DETAIL EXISTING STRUCTURE ADJUSTED STRUCTIRE EXIST. FRAME AND GRATE ADJUST EXIST. FRAME AND GRATE TACK COAT, FULL PERIMETER FINISH GRADE XI T A RESET FRAME IN CEMENT COLLAR SAW CUT AND REMOVE EXIST. BITUMINOUS CONCRETE HYDRAULIC CEMENT COLLAR ADJUST TO FINISH GRADE BY ADDING OR REMOVING EXISONG HIGH STRENGTH BRICK 3,000 PS STRUCTURAL CONC. BRICK OR OR REINFORCED CONCRETE ADJUSTMENT GRACE RINGS ADJUST EXISTING CATCH BASINZMANHOLE DETAIL 1 NOT TO SCALE NOTES: 1. CONCRETE: 5.000 PSI MINIMUM STRENGTH O 28 DAYS 2. STEEL REINFORCEMENT: ASTM A-515, GRADE 60 3. COVER TO STEEL - 1" MINIMUM 4. BY-PASS STRUCTURE SHALL BE DESIGNED TO MEET ASTM C-557 AND ACI 318 WITH AASHTO HS-20 LOADING. 5. CONSTRUCTION JOINT: SEALED WITH BUM RUBBER RESIN OR EQUIVALENT. 12" HDPE PRIMARY FLOW TO SYSTEM B OUTLET INV.- 322.15' TRENCH UNITS ___T— PERM. PAVING -� SAWCUT PAVING BLANKET Q BEDDING AD..UST TO GRADE WITH PRECAST CONCRETE GRADE RINGS AS REWIRED, TYP OF 2 HEAVY PRECAST CONCRETE COVER, TYP OF 2 ADJUSTMENT RISERS OR PRECAST CONCRETE 4' I.D. BARREL SECTION. (AS NEEDED, TYP OF 2), SEAL JOINT, TYP. 1B' HOPE — OUTKET W, 32140 IN PAVEMENT SUBBAASE -10'-0" X 5'-0" X 5'- 0' (INSIDE N DIMENSIONS) PRECAST CONCRETE HD VAULT (H20 LOADING) Ql 12" HDPE TO SIC -ISO (A) FLEXIBLE RUBBER 1100T CAST INTO WALL (TYP.) r SD-16 n 3O' OPENING ABOVE, TYP. OF 2 PRECAST RY-PASS STRUCTURE - 5' WEIR WALL IF 5-0 /4 THREADED SPLICING EL= 325.3' SYSTEM (TYR. OF 8) DAYTON SUPERxOR OR EQUAL FLOW GIST -CONCRETE 1 1 1 .44 18' HDPE FROM DRAINAGE SYSTEM " FA SD-17 .. `15" HDPE FROM DRAINAGE SYSTEM PLAN SD-14 MANHOLE FRAMES AND COVERS STALL BE NEENAH CATALOG NO. R-1743, LEBARON CATALOG NO LC 328 OR EOUAL r-GROUT IN PLACE, TYP. [-GROUT GRADE= 329.2 3 5'-O' 0 325.5 •I lOP WEIR - 325.30' 12' HDPE TO a SKC-450 (o 323.60' i -18" MIN. CRUSHED GRAVEL BEDOING- III tw Awl h1 "ff wT'' lTFt�liI -7-1 �I1=11=1L IIII II�Il il�Il il�Il IIIIITI' SUITABLE UNDISTURBED INTERNE ELEVATION 6 —PASS STRUCTUREN (MH-02) CROSS COUNTRY TOP COURSE (1 1/2" TYPE III) BINDER COARSE (2 1/2" TYPE II) LOAM AND SEED FINISH GRADE COMMON FILL MATERIAL (NOTE 1). COMPACT TO 95X MODIFIED PROCTOR (ASTM 0-1557) UNITS / NO NO CK SHALL PROJECT FT INSIDE OF TRENCH LIMITS CRUSHED STONE, CRUSHED GRAVEL OR SAND. (MAXIMUM STONE SIZE IS 1. COMPACT BY I MECHANICAL MEANS TO 95X MODIFIED PROCTOR AS PER PIPE ASTM D-1557) PROVIDE 6' OF CRUSHED STONE. HAND BACKFILL AND TAMP IMMEDIATELY AROUND PIPE. (NOTE 2) MATERIAL NOTES: 1. COMMON FILL -MATERIAL EXCAVATED ON SITE ND SA IS FRIABLE, NATURAL SOIL CONCRETE OF GRAVEL, RUBBLE. OR SLAY OR CLAYEY GRAVEL AND SAND; FREE FROM DEBRIS, CONCRETE AND OTHER RUBBLE. ORGANIC MATTER, MUCK, PEAT, EXCAVATED ROCK AND BOULDERS O 6' IN MAXIMUM DIMENSION OR GREATER. 2. CRUSTED GRAVEL CLEAN HARD CRUSHED GRAVEL; FREE FROM SILT, TOPSOIL, CLAY AND ORGANIC MATTER, UNIFORMLY GRADED FROM COARSE TO FINE WTHIN THE LIMITS SPECIFIED IN ASTM C136. 2 STORM RAIIN OT TOSCALEN H =ION /4 THREADED SPUCING SYSTEM (TYP. OF 8) DAYTON SUPERIOR OR EQUAL iw �{' - p' •1 SECTION A —A ELEVATION N 3,000 PSI CONCRETE - D102 W MOONED DOWEL -IN CAST -IN -PLACE (M. OF B) i.�. /4 - 0102A SO HOOKED IDrYPOWEL BRR q• \ '4 .,• 1B' HOPE PRECAST INLET W, 323.60 5 0 OPENING TO BE DETERMINED PLAN NOTE: THIS DETAIL SHALL BE USED AT SO-01, SD-13 AND SO-14. SKEWED PPE CONNECTION DETAIL ® BY—PASS STRUCTURES NEW AND EXISTING 18'W RCP A-3,000 PSI CONCRETE axa-a/a 8-/8 REINFORCE 3'-6- 3 I CONCRET R DETAIL BITUMINOUS PAVEMEN MANHOLE FRAMES AND COVERS SHALL BE NEENAH R-1743. LEBARON LC-328 OR EQUAL. PROVIDE 30'0 CLEAR ACCESS --ADJUST TO GRADE W/1' OF SOW PS BASE MATERIAL 2'-e' GROUT BASE k BRICKS, 2 TO 5 CRS., OR GRADE RING MORTAR PARGE COAT--DIA. CONE SECTION AROUND FRAME, GRAB 6 BRICKS TO ACCOMOOATE ABOVE VI STIPLAP MINT W/ BUM I LISTED LOADING (TIP) SEAL(YP) 5" MIN. OR AS REO'D TO — — BARREL SECTION'S AS REWIRED uWITHSTAND H-20 IMPACT LOADING V-0'4 (CB) -0 • MH EABLE BOOT (CIP) OR NON -SHRINK MORTAR AROUND INSIDE 6 OUTSIDE MANHOLE STEPS _ _ OF PIPE ENTRANCE INV. IN IN NOTE:ALLCATCH BASINS SHALL I V 1 M BE 48" MINIMUM DIAMETER. ALL 12' 2' SUMPMINGRAIN MANHOLES SHALL BE 60" , . MINIMUM DIAMETER. UNDISTUBED MATERIAL BASE SECTION (b .L• 2' CRUSHED GRAVEL. COMPACTED. ALL SIDES FULL DEPTH PRECAST CATCH BASIN/MANHOLE DETAIL rNE�d DD SCALE BURUNGTON INTERNATIONAL AIRPORT [Tj (802) 863-2874 [Fj PGA 1425 ELLWORTH INDUSTRIAL DR N15 ATLANTA, GA 3031E m 4046023800 [F] 404 602 3810 PGAL TBPE REG. No. F-2742 %TONTEC RN MUNTAN MIVE SOIRx BU .T. VT m (SO]r 48]illO F fB0218Ea0tfi5 N K CONSULTING Y'VMLWiONIAVT OARS MI.)— FIF4 NALLAM ICS b G]TWWaa0.,]TEAp SOIITx WRLINGTW.Vi oMOJ mleozrsso-fefif I'll. STANTEC 11ARTMOIIIN MIME ­EE 10 NNOAJJ misO%NWIEER Pllro]1 WaTfiJfi NIS CORPORATION 1'6 W. FLDRENCE NVE NGIEl\VW.fA 96lOt miff%malAl INPI%<tafle] BURUNGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY HWJECT IA 1. Project Address REV 1 REVIEW PRINT NOT FOR CONSTRUCTION 04-19-111f6 1002304 E TSTIGE C100% FOR BIDIPERMIT CURRENT6SUE TE 04/25/16 ORXANAL oRYE OATS 04/25/16 SHEET 1 CIVIL DETAILS .. SHEET 2 OF 7 City of So. Burlington GENERAL NOTE: THE DESIGN BASIS FOR THESE DETAILS UTILIZES THE K200 KLASSIK DRAIN SERIES TRENCHDRAINS AND K2-631G CATCH BASINS AS MANUFACTURED BY ACO POLYMER PRODUCTS INC. CONTRACTOR SHALL PROVIDE IDENTIFIED MODELS OR APPROVED EQUALS. ALL COMPONENTS SHALL BE EXPANSION JOINT TO ENGINEER'S SPECIFICATION CLAUSE DETAILB SEE NOTE 2 TRENCH DRAIN CATCH BASIN �-- 1969" ---.� GENERAL THE CA H BASIN SHALL BE MADE FROM POLYMER CONCRETE WITH A CAST -IN GALVANIZED STEEL RAIL • MATERIALS R• BITUMINOUS OR CONCRETE n-W POLYMER CONCRETE SHALL HAVE MATERIAL PROPERTIES OF COMPRESSIVE STRENGTH 14.000 PSI 112'X 12' LONG SMOOTH STEEL DOWELS ® 16.0 C APPLY A BOND SPECIFICATION CLAUSE E BREAKER COATING TO ONEp PAVEMENT PER PLANS FLEXURAL STRENGTH 3.600 PSI SIDE OF THE DOWEL J` TENSILE STRENGTH 1,500 PSI TYPE W601RON GRATE TRENCH DRAIN d WATER ABSORPTION 0 07% SEE NOTE? GENERAL j • 10' • FROST PROOF YES W COVER SEE NOTE 2 THE SURFACE DRAINAGE SYSTEM SHALL BE MIN J. 4 14 25" -r-I DILUTE ACID AND ALKALI RESISTANT YES B117 SALT SPRAY TEST COMPLIANT YES (TYP) POLYMER CONCRETE WITH GALVANIZED STEEL EDGE RAILS \ THE CATCH BASIN COMPRISING OF TOP SECTION, OUICKLOK 3" COVER GRATE, SHORT BASE AND TRASH BUCKET SHALL ACCEPT a - d 5" MATERIAL MATERIALS O 4 TRENCH DRAINS SIDES AS SHOWN. PAVEMENT • • CHANNELS SHALL BE MANUFACTURED FROM \ \ _ PER PLANS CONCRETE POLYESTER RESIN POLYMER CONCRETE WITH AN • TOP THE CATCH BASIN SHALL BE MIN 196V (SOO—) IN LENGTH AND • 1 tl2" MIN COVER Q PAVEMENT INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL \ d \ 1425" (362mm) IN WIDTH MINIMUM CATCH BASIN DEPTH IS 37 54" (TYP) PER PLANS MINIMUM PROPERTIES OF POLYMER CONCRETE WILL BE AS FOLLOWS p _ M4 REBAR \ (956mm). R5 REBAR CONTINUOUS p d COMPRESSIVE STRENGTH 14.000 PSI IN12' MAX P C-C THE COMPLETE CATCH BASIN AND TRENCH DRAINAGE SYSTEM (TYP) / 3" COVER FLEXURAL STRENGTH 4,000 PSI TENSILE STRENGTH 1.500 PSI 3" COVER \ (TYP) Q SHALL BE BY PROVIDED BY A SINGLE MANUFACTURER ANY DEVIATION OR PARTIAL SYSTEM DESIGN ANDIOR IMPROPER • d (TYP ) WATER ABSORPTION 0 0]% ^� • 496W INSTALLATION BY THE CONTRACTOR SHALL NOT VOID ANY OR ALL FROST PROOF YES DILUTE ACID AND ALKALI RESISTANT YES \ \ WARRANTIES PROVIDED BY THE MANUFACTURER. 6' MIN CONCRETE B117 SALT SPRAY TEST COMPLMNT YES , d RISER \ \ CATCH BASIN SHALL WITHSTAND W20 LOADING GRATE SHALL BE 12' MAX SURROUND (TYP) d C-C O 4 HELD IN PLACE WITH THE OUICKLOK SYSTEM CATCH BASIN, d A THE SYSTEM SHALL BE 6' (200mm) NOMINAL \ \ TRENCH CHANNEL AND GRATE SHALL BE INDEPENDENTLY 17' MAX C-C N4 REBAR 1O MIN 1 d �16'OC INTERNAL WIDTH WITH A 10 2" 260mm OVERALL ( ) = a CERTIFIED TO MEET H-20 LOADING THE SYSTEM SHALL BE • J. p • WIDTH AND A BUILT-IN SLOPE OF' CHANNEL \ • • \ INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S / / S% INVERT SHALL HAVE DEVELOPEDN"GWITPE ALL CHANNELS SMALL BE INTERLOCKING WITH A G c BOTTOM INSTRUCTIONS AND RECOMMENDATIONS. MALEIFEMALE JOINT. \ \ \ \ M4 REBAR J \ \ 'ly THE COMPLETE DRAINAGE SYSTEM SHALL BE PROVIDED BY A SINGLE MANUFACTURER. ANY \ \ \ 12" MA% C-C \ \ \ DEVIATION OR PARTIAL SYSTEM DESIGN ANDIOR IMPROPER INSTALLATION BY THE CONTRACTOR SHALL NOT VOID ANY OR ALL WARRANTIES 'IT IN �—� 10• MIN W MIN PROVIDED BY THE MANUFACTURER CHANNEL SHALL WITHSTAND H-20 LOADING GRATE NOTES TYPE SHALL BE APPROPRIATE TO MEET THE SYSTEM 1 MINIMUM CONCRETE STRENGTH OF 4.000 PSI AND INCLUDE 4%TO 5%AIR ENTRAINMENT CONCRETE SHALL BE VIBRATED LOAD CLASS SPECIFIED AND INTENDED APPLICATION TO ELIMINATE GRATES SHALL BE SECURED USING'QUICKLOK' NOTES AIR POCKETS 2 EXPANSION AND CONTRACTION CONTROL JOINTS AS SHOWN ON DRAWINGS BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE SHALL BE CERTIFIED TO MEET H-20 LOADING THE 1 MINIMUM CONCRETE STRENGTH =4DOO PSI AND INCLUDE 4%TO 6%AIR ENTRAINMENT THE CONCRETE SHALL BE 3 THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX 1/8' 13mm1 ABOVE THE TOP OF THE CHANNEL EDGE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH VIBRATED TO ELIMINATE AIR POCKETS 4 CONCRETE BASE THICKNESS SHALL MATCH SLAB THICKNESS, THE MANUFACTURER'S INSTRUCTIONS AND 2 EXPANSION AND CRACK CONTROL JOINTS AS SHOWN ON DRAWINGS S. INSTALL TRENCH DRAIN PER MANUFACTURERS INSTRUCTIONS PROVIDE CONTINUOUS SLOPED INVERT WITH RECOMMENDATIONS 3 THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX 1/8' ABOVE THE TOP OF THE CATCH BASIN EDGE APPROPRIATE SLOPED AND NEUTRAL SECTIONS, NO MORE THAN 2 CONTINUOUS NEUTRAL SECTIONS BETWEEN SLOPED 4 CONCRETE BASE THICKNESS SHOULD MATCH THE SLAB THICKNESS SEGMENTS 5 INSTALL TRENCH DRAIN PER MANUFACTURERS INSTRUCTIONS PROVIDE CONTINUOUS SLOPED INVERT WITH z TRENCH DRAIN % N.T.S. COVER AND (H20 U MIN. 1PbC• HK91 P�IFE~ J STORIACEPfaR STC 1. ILANHOLE W/ 4'. CAP � sonMFPnP > i ti^ a SEE NOTE /2 IKUE POPE INLET 322.10 12 O IIDPE aITLET 32325 4'O OIL POOR 4'O OUTLET L RISER PIPE Ep (I1 ) CONCRETEIIMN1NO�iE 12.0 INLET DOWN —INLET - O UG I PIPE (REMOVABLE) yS� i , �-.�^� � —}{'INSERT TEE NEAR iO (TEE GOING TO f SIDE WALL) FACE E 4:CCTION TMH C1IAIIIEIt PLAT VIEW NOTES 1. THE USE OF FLOUILE CONNECTION IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPUCANLE. 2 THE COVER SHOULD K POSITIONED OVER THE INLET DROP POE AND THE OIL PONT. 3. THE STORMCE►Taf SYSTEM IS PROTECTED B1 ONE OR MORE OF THE FOLLOWING U.S PATENTS• 14NN51N. 0509331. /57257410, #5753115, 05849151, 0410411765. #5371990 4. APPROVAL RECURRED FOR SUSSTINTE (OP EQUAL) DEVICES U 450 GALLON STORMWATER PRE-TREATMENT STRUCTURE (DMH-09 & DMH-10) N.T.S. 0 TRENCH DRAIN CATCH BASIN N.T.S. FRAME AND COVER (H-20 LOADING) GRADE ADJUSTERS TO SUIT FINISHED GRADE- NLET STC ON N•O ORIFICE MO OIL PLATE 1N•O OUTLET POINT 1 , FMPE OUTLET lVO ORIFICE PE ACCESS OPENING J L.•. OIL PDNr .•OR(SEE NOTE 02) PLATE DROP TEE INLET PIPE PLAN NEW .. I I SECTION TT4ILJ L7dYSER NOTES: 1. THE USE OF FLEXIBLE CONNECTION IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVEN THE OUTLET DROP PIPE AND THE OIL PORT. 3 THE STORMCEPTOR SYSTEM 6 PROTECTED BY ONE OR MORE OF THE FOLLOMNG U S PATENTS: /40N5148, /5408331, 15725760. j5753115, 05049151. /6068765, 06371490. 4. CONTACT A CONCRETE PPE DAVISON REPRESENTATIVE FOR FURTHER DETAILS NOT LISTED ON THI5 DRAWING. ( 900 GALLON STORMWATER PRE - TREATMENT STRUCTURE (DMH-02) � . 1 BURLINGTON INTERNATIONAL AIRPORT BURLINGTON INTERNATIONAL AIRPORT (Tj(102)863-2674 F] 1425 ELLWORTH INDUSTRIAL DR 015 ATLANTA, GA 30318 In 4046023R00 IFJ 404 602 3610 PGAL TBPE REG No F-2742 — POM cam STANTEC SSGIIEEx LgUMAIN g1NE -UN.— yr RIIMtIt114110 PIE@1•L41E5 KNIGHT CONSULTING NC41i MINE WALwiON Vi nuw III IEugnsAvs PI Fr HALLAM 0 siOOOON E.. x1—TON IT 95.0 MIM _u, IHFr STANTEC S MRTMOJTN pME su t NJWNN NH 0.1W1 I I Iles) . IFIWEIME.— MS CORPORATION MW FLOREWE AVE NOLEWOpO cn p101 IN lstal'+1oT1s• PIE101 e1.ItN BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY Project Address REVIE PRINT NO FOR CONSTRUCTION wsI.2D16 IWII14 WNNWfppCUNBRETAOE 100%FOR IMRWT .—INNERRTE OV2511{ ONDNALNNERAR WISH{ weR lmf CIVIL DETAILS SHEET 3 OF 7 NOTES 1 CONCRETE 5,OG0 PSI MINIMUM STRENGTH O 28 DAYS 2 STEEL REINFORCEMENT ASTM A-615, GRADE 60 3 COVER TO STEEL - 1" MINIMUM 4 BY-PASS STRUCTURE SHALL BE DESIGNED TO MEET ASTM C-857 AND ACI 318 WITH AASHTO HS-20 LOADING 5 CONSTRUCTION JOINT SEALED WITH BUTYL RUBBER RESIN OR EQUIVALENT 10-0' X 5'-0' % 5'- 0- (INSIDE DIMENSIONS) PRECAST CONCRETE HD VAULT (1120 LOADING) ADJUST TO GRADE WITH PRECAST CONCRETE GRADE RINGS AS REQUIRED, TYP OF 2 HEAVY PRECAST CONCRETE COVER, TYP OF 2 ADJUSTMENT RISERS OR PRECAST CONCRETE 4' 1D BARREL SECTION, (AS NEEDED, TYP OF 2)—" SEAL JOINT. TYP 15' HOPE FROM DRAIN SYSTEM / 1 SD-22 TO / J DRI11N SYSTEM �J 5' WEIR WALL 1 / FLEXIBLE GROUT NOTES I CONCRETE 5,G00 PSI MINIMUM STRENGTH • 28 DAYS 2 STEEL REINFORCEMENT ASTM A-615, GRADE 60 3 COVER TO STEEL - 1' MINIMUM 4 BY-PASS STRUCTURE SHALL BE DESIGNED TO MEET ASTM C-BS7 AND ACI 318 WITH AASHTO HS-20 LOADING OPENING ABOVE, TYP OF 2 5 CONSTRUCTION JOINT SEALED WITH BUTYL RUBBER RESIN OR EQUIVALENT 10'-0' X 5'-0' X 5'- 0" (INSIDE w N DIMENSIONS) PRECAST CONCRETE HD VAULT (H20 LOADING) OF1 of FLEXIBLE RUBBER BOOT CAST INTO WALL, �- OR GROUT IN PUCE, TYP • 1 EL= 325 / HOPE TO DRAINAGE SYSTEM / \ 1 FLO��E SD-13 / 1 I I 1 / IpRIMARY FLOW/ TO SYSTEM B 10'-0 12- HOPE TO STC-450 (B) DT OR PUCE / () IS" HOPE FROM DRAINAGE SYSTEM \ SD-01 PLAN MANHOLE FRAMES AND CDVERS R-17 SHALL ADJUST TO GRADE 'MTI BE NEENAH CATALOG NO R-174} LESARON CATALOG NO LC 328 OR EQUAL PRECAST CONCRETE ROUT IN PLACE. TYP GRADE RINGS AS REQUIRED, TYP OF 2— FINISH GRADE- 326.83 HEAVY PRECAST CONCRETE COVER, TYP OF 2 ADJUSTMENT RISERS OR PRECAST CONCRETE 4'ID 30" CLEAR Y BARREL SECTION, 30" CLEAR (AS NEEDED, TYP OF 2) _ _ _ __I" SEAL JOINT, TYP _ �F//��sZ��5 12" HOPE PRIMARY 323 OS' TOP WEI \ J 30' FLOW IN = 322 B \�� \\ INLET INV = PRIMARY Y Is" HOPE 18" HD4 SECONDARY FLOW TO IN FROM\ z DRAINAGE SYSTEM DRAINAGE SYSTEM i NV = 322 15' 6: INV - 32215'� - Nw -18' MIN CRUSHED GRAVEL BEDDING- _ =1TI—I I IT;'='IITI I'I � II �'ITi�IT,I I II i I I I IIT11Til I ITiI � IITI�I I I �ITL�! I ITLITII I IITiI I IITI I IITI- SUITABLE UNDISTURBED MATERIAL ELEVATION BY-PASS STRUCTURE B HOPE TO STC-450 (A) 16 30' OPENING ABOVE, TYP OF / 1 DW 7—­0TT 8' HDPE FROM 10-0 DRANAGE SYSTEM SD-XIBLE PL DR GROUT IN PLACE �\ (TYP) 15' HDPE FROM PLAN so-14 AINACE SYSTEM FRAMES AND COVERS SHALL H CATALOG NO R-1743, CATALOG NO LC 328 OR EQUAL GROUT IN PLACE, TYP o L W5�3255' TOP WEIR 32530' EDDY 18" HOPE OUTLET INV = 323 60 12' HOPE TO STC-450 (A) INV 323 60'� z ' 3 6� wr -18' MIN CRUSHED GRAVEL BEDDING- 7 -Ti1TiIIIITIIIIITLIitl TiL=1F=-;ll�lil-TI�.�III�IIII IiIIT� ITill!ITiIIIITi11iIITIIITi- SUITABLE UNDISTURBED MATERIAL ELEVATION BY-PASS STRUCTURE A 13' HOPE FL INLET INV= 32360 I� BURLINGTON INTERNATIONAL AIRPORT IT] (802) 863-2874 (F] MLCHRECT PGAt 1425 ELLWORTH INDUSTRIAL DR M15 ATLANTA GA 30318 (TI 404 602 3800 IF] 404 802 3810 PGAL TBPE REG No F-2742 —.pq.G mm CCRSIILTANT STANTEC SSGREEN MCUNTAM GIINF CSOUTH WRLRHITON Vf �N ITT Ib311ME110 IFIIWJI w-o155 KNIGHT CONSULTING 51 KNIGHT UNE WIWSTON VT05195 ml- — FIFa HALLAM ICS 11IL000 011 STEAD 5gIM1 RLMGTON VT o51m IT 14@1Eu1w1 IFI Fa STANTEC SMITE m1 NI0.%N3 DI Iml zou1555 F15031aL]Ui MIS CORPORATION L'6W FLORENCE,IVE INGLEW00C d5oz01 M 01m—w IFII31m11ann MOJECTTIRE BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY nOJFCT LO—N Project Address b z PROGRESS PRINT NOT FOR CONSTRUCTION zt zole r INTERIM REVIEW March 31, 201fi FMIJECT H11MnE11 1002304 CIVIL DETAILS IN PAVEMENT GROSS COUNTRY —I— MDR VALVE TH cOLkn YMKEp 1 1/2' TYPE III TOP COURSE 12' PERM, SAWCUT PAVING AVING TRENCH 2 1/2' TYPE II BINDER COURSE LIMITS LOAM AND SEED FINISH GRADE TAPNNC VALVE COMMON FILL (NOTE I) EY WAtEn mIWCE ,/\i', MATCH EXISTING \ GRAVEL SUBBASE COMPACT BY MECHANICAL MEANS, / TO 95R MODIFIED PROCTOR AS PER ASTM D-1557 -NO ROCK SHALL PROJECT INSIDE OF TRENCH LIMITS SEE DEFML RRUSi RL ll RL PaYETHnENE DETAIL TAPPING EEVE 1 AND VALVESL SCALE NONE TRENCH LIMITS IN ROAD CROSS COUNTRY 2 PERM PAVING t2" TOP COURSE Y BINDER COURSE SA CUT PAVING LOAM AND FINISH GRADE SEED F N \lam / GRAVEL COMMON FILL MATERIAL FREE OF WOOD, FOREIGN SUBBASE MATERIALS OR STONES EXCEEDING 6' DIA COMPACT BY NOT A PAY / % MECHANICAL MEANS LIMIT TRENCH LIMITS NO ROCK SHALL PROJECT INSIDE OF D+2 FT �� TRENCH LIMITS BLANKET SAND BLANKET AND BEDDING D ETAI L 2 TYPEIDUCTILE IRON PIPCAL TRENCH SCALE NONE WATER SERVICE I SEWER MAIN -GRAVITY NOTE PIPE SECTIONS SHOWN GASHED OR PRESSURE SEWER / SHALL BE PRESSURE TYPE PIPE UNTIL /N 10 HORIZONTAL OR TVERTICAL SEPARATION WITH WATERER PIPE ABOVE SEWER IS MAINTAINED PIPE JOINTS / CROSSING BE AS FAR POSSIBLE ACTUAL CROSSNG AS POSSIBLE NORMAL SEPARATION 10' HORIZONTAL OR BOTTOM OF WATER 18" ABOVE TOP OF SEWER PIPE WATER SERVICE Z s SEWER MAIN MET NOTE' ON FROM THIS METHOD OD MUMUST BE APPROVED m BY THE ENGINEER DETAIL SEWER/WATER PPE CROSSING 3 SCALE NONE GRADE --I 6. OF SAND OVER AND O o UNDER INSULATION -0W tEl +T INSULATION PROPOSED WATER SERVICE -EXISTING OR NEW STORM SEWER- 6' SAND 2' RIGID POLYSTYRENE SAND INSULATION AT ALL CROSSINGS PROPOSED WATER SERVICE D ETAI L TRENCH INSULATION 4 SCALE NONE CR ORU$AND STOMA(XIMUM SSTONEI SHED AI L IS COMPACT BY MECHANICAL MEANS TO "Y MODIFIED PROCTOR AS PER BLANKET AST, D-1557) PROVIDE 6' OF CRUSHED STONE 12' 4\ HAND AND TAMP IMMEDIATELY AROUNDD PIPE. PIPE (NOTE 2) i - o,or TYP MATERIAL NOTEF. 1 COMMON FILL - MATERIAL EXCAVATED W SITE WHICH IS FRIABLE NEB RAL SOIL COMPOSED OF GRAVEL SANG, OR SILTYMATTER, OR CLAYEY GRAVEL AND SANO, FREE FROM DEBRIS, CONCRETE OR OTHER RUBBLE, ORGANIC MATTER, MUCK, PEAT, EXCAVATED ROCK AND BOULDERS OF 6 INCHES IN MAXIMUM DIMENSION OR GREATER 2 CRUSHED GRAVEL CLEAN HARD CRUSHED GRAVEL, FREE FROM SILT, TOPSOIL CLAY, AND ORGANIC MATTER. UNIFORMLY GRADED FROM COARSE TO FINE WITHIN THE LIMITS SPECIFIED IN ASTM C138 DETAIL SEWER P PAE TRENCH � SCALE NONE 2'-2" MAX TO FIR! MANHOLE RW TRAVELED WAY ADJUST TO GRADE WITH PRECAST GRADE RING OR BRICK MASONRY (MAX 12" OF BRICK) PLASTER WITH MORTAR USE ONE BRICK, MINA DIAMETER TO CONFORM WITH MANHOLE FRAME AND COVER (30- DIA MIN )- PRECAST CONCRETE MANHOLE BARREL 1, 2, 3, 4, AND 5 FT LENGTHS TWO (2) COATS OF ASPHALT WATERPROOFING APPLIED AT THE FACTORY MANHOLE RUNGS - PRECAST CONCRETE BASE - BASE MAY PROJECT BEYOND THE OUTSIDE DIAMETER OF THE WALLS_ MANHOLE FRAMES AND COVERS SHALL BE NEENAH CATALOG NO R-1743, LEBARON CATALOG NO LC 328. OR EQUAL PROVIDE 30'0 CLEAR ACCESS MINIMUM MANHOLES LESS THAN 6' DEEP SHALL HAVE A REINFORCED CONCRETE SLAB ADIAGA COVER IN LIEU OF A CONE SECTI ON PflECAST CONCRETE MANHOLE CONE (ECENTRIC) WATERTIGHT JOINT USING AN APPROVED MASTIC TYPE SEALANT OR "0' RING KET EXTERIOR OF ALL JONTS SHLL BE RECOATED WITH ASPHALTIC WATERPROOFING AFTER SETTING FLEXIBLE RUBBER BOOT (CAST IN PLACE OR FIELD INSTALLED) 12' MIN CRUSHED STONE— -.YO SUITABLE UNDISTURBED MATERIAL BRICK OR CONCRETE INVERT AND SHELF 7 PRCAST CONIC ITARY SEWERNHOLE SCALE NONE FLOW 6. 1 I '7r. -NEW SANITARY SEMrER 4. � FLOW `PRE -CAST CONLAETE MANHOLE PROVIDE SMOOTH OPEN CHANNEL TRANSITION NTH NO SHARP 6• BENDS (2'-0 RADIUS, IN FLOW + CONCRETE SHELF, SLOPE TO CHANNEL, SEE NOTE NOTE NEW SANITARY SEWER 5 ELVES CAN BE CONSTRUCTED WITH CLASS B 3500 PSI CONCRETE AS DEFINED IN SECTION 501 OF THE VERMONT STANDARD SPECIFICATIONS INVERTS FOR SEWER MANHOLES SHALL BE AS SHOWN ON THE PLANS AND DETAILS AND SHALL BE CONSTRUCTED WITH CLASS B 3500 PSI CONCRETE, OR FOR STRAIGHT RUNS, SEGMENTS OF PIPE CUT IN HALF LONGITUDINALLY INVERTS SHALL HAVE THE EXACT SHAPE OF THE SEWER TO WHICH THEY ARE CONNECTED, AND ANY CHANGE IN SIZE OR DIRECTION SHALL BE GRADUAL AND EVEN DETAIL SANITARY SEWER MANHOLE BOTTOM 8 SCALE. NONE NOTES I CONCRETE 5.000 PSI MINIMUM STRENGTH O 28 DAYS 2 STEEL REINFORCEMENT ASTM A-615, GRADE 60 3 COVER TO STEEL - I" MINIMUM 4 OIL/WATER SEPARATOR SHALL BE DESIGNED TO MEET ASTM C-857 AND ACt 318 WITH MSHTO HS-20 LOADING 5 CONSTRUCTION JOINT SEALED WITH BUTYL RUBBER RESIN OR EQUIVALENT 3' % I' OPENING CENTERED ON BAFFLE WALL 6" SCH 80 PVC TEE, TYP OF 2 6' SDR 35 PVC- 2'-0' TYPICAL / _ FLOW / 1 6' SDR 35 FROM FLOOR SLIP FLANGE (2) \ DRAIN SYSTEM 6' FLEXIBLE RUBBER BOOT � r CAST INTO WALL, TTP OF 2 6- SDR 35 wC FLOW TRANSITION WITH 4" LONG BODY + SOLID SLEEVE COUPLING, TYP OF 2 AD,iUST TO GRADE WITH PRECAST CONCRETE GRADE RINGS AS REQUIRED. TYP OF - CROU' HEAVY PRECAST CONCRETE COVER, TYP OF 2 PRECAST CONCRETE 4' 1 D. RISER SECTION, TYP OF 2 30' CLEAR SEAL JOINT. TYP rSLIP FLANGE (, 6' LI w SDR 35 PVC PLAN IN PLACE, TYP WS� SDR 35 PVC 3' K 1' OPENING CENTERED ON BAFFLE WALL- 1 `30- OPENING ABOVE, TYP OF 2 10'-0' X 5'-0' X 5-,' (INSIDE DIMENSIONS) PRECAST CONCRETE OIL/WATER SEPARATOR MANHOLE FRAMES AND COVERS SHALL BE NEENAH CATALOG NO. R-1743, LEBARON CATALOG NO LC 328 OR EQUAL INLET INV 6' SDR 35 PVC SLIP FLANGE (2) INLET AND OUTLET -6" SDR 35 PVC TEE 6' SOR 35 PVC -18" MIN CRUSHED GRAVEL BEDDING- _ _ _ P -IZ�II 1 1=-11llllil-�lil IlmTlzp II l-IIIIITIIIIiIIII ;\IIJII IllilllllI Il llllil_ `SUITABLE UNDISTURBED MATERIAL ELEVATION D ETAI L OIL / WATER SEPARATOR �il-�NMMI �u�l Ali �I, gIOP 0 0 THRUST BLOCK SCHEDULE SQUARE FEET OF CONCRETE THRUST BLOCKING BEARING ON UNDISTURBED MATERIAL EACTIW NPE TIE TWE �. 4'--,7 ,V 12- I. 20' 24' 30- R' O N LN 3 R2 137 e.e2 18.02 24 N 3AR4 31.3 77 N S f 2T4 1 AN 1DN ­1 17.1 1441 Se.N 1111 C ON 171 212 3 D 496 501 N 971 3N 1575 2R T3 41N a025 090 154 301 12 N i •U l5 l.5 2111 ® O13 , 112 1,2 133 MET PRESSURE TO R 200 PSI MIx AT LOM END OF TIIE MET SECRW M� SWARE FEEL OF CONCRETE THRUST RUCHING FDA OTHER LEST �H RESFN uETTANCE, IS DAREC200YI9M0METTIPRESSIRE FOR ATo THE .0 EVE TA6L£ REPS UWRLE BURLINGTON INTERNATIONAL AIRPORT [T) (802) 963-2674 (F] PGAt 1425 ELLWORTH INDUSTRIAL DR W75 ATLANTA GA 30318 ITT 4046023RW IFl 404 602 3810 PGAL TBPE REG No F-2742 WAWPg.I cam MOREEEC NMO ux ORN SWTH RWUAMTry W mIR2I M7 M,D IH1021 E54D1Fs KNIGHT CONSULTING ox vt D510 m IR21EnrNT IP F. HWALLAMICS EA51VA7C0 Dn IM- m.oTMeDRuxciory yr m HDEI4N Mn IFl f.. So.TEE N DRIVE AURUIIN NH DTm2 IMFl 2M 5M Z=PORATION DSw RORENCE AVE EWC00 GS MUIRI11 IFl p,Dl.1211W BURLINGfON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY Project Address 1 DIISSTRIREED. ETTtCAVITE UIDSNSM MRISMI6EDEMiFAD1 TNRUST­IACK To UNDISNRND ATEIIIAL C ND JOINR SHALL RE GUMMED TH wnc TEI INTERIM REVIEW s D / 11 1/) 22 1/zTD) DR Y MEINt - PLAY 11 1/4YE) REND 2 W MENDS AND iFFS, IX7END THRUST ROCKS NLL LENGTH OF DTTRG 11IEN 3 P CPNdER RATIO RLOCXS 11 FRONT OF ALL PANGS REFORM POIIRWO THRUST BLOCK 5/R' REWF D 4 FOOT OF THE ARDVE PRESW...UME W... SDIL REARING OF 1 ION PRWAR SE �y E TRENCH - RE VARIED RY 1NLE E ENPNEER TO MEET OTHER CWDMONS ENCgMTFAED NLrch ]1 2.16 ETA1L -LUC RETAINER GUN$ E REDIIRED FOR MECHANI ALL CAL UXNTS THESE P-DE DD UN015TIIRRED NOT REDUCE THE REWIIMCu15 FOR TWU51 RESTRAINT MATERIAL (To') R INSTAL"" Di C MEREIF RESTRANT LYETNRENE N IU-11 11" 111 TO VOLUME Di IED .1 E 1H ADED ROD SMALL RE ANSI 0 PIPE RESTRAINT NUTS TD MATCH AMAA C111 ON ER - VAS OLUME WINED RY _ TN DEED RODS AND NUR TO ME4DFID COATED MITH INMINg15 PAWT NOAECT NUMER ©QED E i TH UST REST A IT IS REWIRE. 1. ALL TEES MENDE. REWCFAS CAPS PW S OR CROSSES 0027N VERTICAL RENDS - SECTION TQ OW MM� . Mccnox R INSTALL LET NUNS INTO THRUST ROCKS AT END CAPS AND RU4S CMIREAROODJATENTSTAOE E.IENT.M.. r.-�D ETAI L TYPICAL THRUST BLOG- SCALE NONE I)RILWLISTIEDATE EETTTRE CHAMPLAIN WATER DISTRICT NOTE WATER AND SEWER ALL WATER LINE INSTALLATION AND RELATED WORK SHALL BE PERFORMED DETAILS IN ACCORDANCE WITH THE "SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES" AS REVISED Ve LMRER FEBRUARY 2007, FOR ALL WATER SYSTEMS OWNED BY THE CHAMPLAIN C-6O 5 WATER DISTRICT AND THE CITY OF SOUTH BURLINGTON. wrxEx BURLINGTON o zo' 40' INTERNATIONAL r'� BURLINGTON AIRPORT INTERNATIONAL AIRPORT [T](B02)963-2E74 LN ONSTRUCT SILTSOCK SEDIMENT -\ AT DOWNHILL LIMITS OF WORN___- -' ____________�BARRIER -__ - __ - _ ----_-------_- --------------------- _ -_ _------- - ___ _--__- _-__-___--� GT _ - _� T_.. •__ --_--____ §L-_ -,— is7 —. - _ _ — _ --_--__2fi0 \ iv I �� \ _ \1 � / ,G 3 po \ \ \ OO _ _ _ _ __ q`'�2� _ l ?GIL UOT __ UGT �%-�11GT_� \ \ � ', \ \ �\ •,\ \ � \ CONSTRUCT INLET SEDIMEM S � S fI FILTER AT E%ISTING AND 7425 ELLWORTH INDUSTRIAL DR --'"` O32B S- -'® - ---�- - -- .32g - \ 2s3 �^x PROPOSED CATCHBASINS (TYP) ATIANTA, GA 3031E \ b 329 0 329 0 12s p IFj 404 602 3E010 PGAL TBPE REG No F-2742 3290 - _ _ Waw pg.11nm CONSTRUCT TEMPORARY ,y _-�_� - CONlULTAMT STABILIZED CONSTRUCTION EXIT— O .� - - _ N ® { %Ig E, STANTEC %GREEN MWNT-DRIVE zR j --_ SOxTH aUnuxGTON vI I � — n — J2gp I /� � fTllw2lvnuto Y _ (��%f IfllwxlwWliS KNIGHTCONSULTING l / •• FUEL L�GHTUNE CONSTRUCT SILTSOCK SEDIMENT S DISPENSER kN A ON IT- Es BARRIER AT DOWNHILL LIMITS OF 'p /J mlwxl araa'u] ISLAND WORK (ANCHOR WRH CONCRETE � `� IFl Fa BLOCKS ON PAVEMENT) - • J29p / r CAR WASH AND MAINTENANCE BUILDING ID;\\,/y NALLAMICS GGoon sTE xm nru+ I h . Ig - �2/ a0U]x WnlNG10N vl F1F. leun65MEw FUEuxa FAA FACILITY soARTMOU nNE sAuaunN mmx mMmlxro mw / cAMwAax Nff CRU E EAVE G FLMEACE AVE 3] 1 T m I ' r •I b /� ® _�� BURLINGTON INTERNATIONAL *• - - i 32E, ! AIRPORT RENTAL CAR 0 AIRPORT CIRCLE --------QTA FACILITYoMH No, _ _ _ - - - RtouTON 1 5 3290 \\ rxaE PrOJBCL Addrm I I \ , aEVMlgla / \ a I / r a 1 `AIRPORT EMPLOYEE / �G\� PARKING LOT / P lEEMTM­ / / 1 1 / / /� PROGRESS PRINT II i // / NOT FOR I � / CONSTRUCTION 1 1 / INTERIM REVIEW r I I /^1 Nl�nh TI, 2UIn 1 / I / nDlEttx n10OZ304 Obn nENT000IIMEMTSTAOE p' CONSTRUCT SEDIMENT NarauTMfue DAlE T > FILTER EXISTING AND OIIX:IMALMNE DA]E F Z PROPOSED CATCHBASINS (TYP) 2 n C '^ S NIFETTRI.f '-� EROSION - - CONTROL PLAN a r axFcrxuxaFll C-7 1 / 01 EROSION AND SEDIMENT CONTROL PLAN M, MITE SOBS •E FOLLOWING SOILTYPES ARE FOUND IN THE WORK AREAS URBAN LAND NO ERMION FACTOR ASSIGNED THE FOLLOWING SOL 1YPESARE FOUND ADJACENT TO THE WORK AREAS (UNDERDEVELOPMENT( C EROSION AND SEDIMENT CONTROL MEASURES OSION AND SEDIMENT CONTROLS WILL BE EMPLOYED TO PREVENT THE EROSION AND TRANSPORT Oi AREAS USING THE EARTHWORK AND CONSTRUCTION PHASES OF PROJECT EROSION INC MEASURES WILL BE INSTALLED PRIOR TO SITE EXCAVATION O MICE AND WILL BE M CONSTRUCTION RERIOO DESCRIBED BELOW ARE THE EROSION AND SEDIMENT CONTROL MEASURES TM, THE PROJECT SITE OR OFF SITE AL TSOCK SEDIMENT MRRI ERS LTSOCK SEDIMENT SARRIERS ARE TEMPORARY SEDIMENT CONTROL FEATURES THE BARRIERS ARE RUNOFFTNANSPORTED BY SEFORE IT REACHES THE CRAUASYSTEM GE OR LEAVES THE CONSTRUCT( ADDITIONAL SLLTSOCKBAARRIERS WILL BE INSTALLED MMEOIATELV DOWN GRADIENT OF EROSION -PROM F STEEP EXPOSED SLOPES AND AROUND THE SASE OF STOCKPILES THROUGHOUT THE CONSTRUOTj IT IS ESSENTIAL FOR PERFORMANCE THAT A LAYER OF COMPOST MATERIAL BE PLACED BETWEEN THE 13RN ANY SENSITIVE AREAS SUBJECT M EROSION OR AS INDICATED ON THE PLANS H)ON ANY DISTURBED OR NEWLY GRACED SLOPES STEEPER THAN 33% (3H W) AND LOCATED WITHIN IOU FEET OF A FRENNAL OR INTERMITTENT STREAM OR OTHER SENSITIVE AREA PROVIDED THAT RUNOFF FROM THE ANEA CONTRIBUTES DIRECTLY TO THE STREAM OR 9ENSITNE AREA (S)WHERE STRAW MULCH HAS BEEN DETERMINED TO BE INEFFECTNE BASED ON OBSERVATIONS MADE IN THE FIELD OR AS DIRECTED BY THE ENGINEER fER1 STONEPRIPAAP SHALL RE USED IN TEMPORARY EWKES STEEP SLOPES POND OUTLETS ET S TO PROTECT SOILS FROM EXCESSIVE FLOW VELOCITIES IT SHALL BE OF THE SIZE AND DEPTHS SPECIFIED ON THE PUNS A MINIMUM R—AP SUE OF 050. 4 N SHALL BE USED IF NOT OTHERWISE INDICATED ON PLANS CATCHSASNINLETP 01-71ON P OUTLET APRONS SMALL BE INSTALLED AT ALL UNDER MIN OUTLETS AS DETAILED ON THE PLANS TO PREVENT SCOURING A DW-41N SHALL BE USED IF NOT OTHERWISE SPECIFIED DE" HE GSEDERENTDEV— MAY BAUBANRIERSSMALL ME INSTALLED IN EXISTING AND PROPOSED SWALES OR AT CULVERT INLETS AS SHOWN ON THE PUNS AND SHALLK REMWEOAFTER THE SITE HAS FULLY STABILIZED THESE BARRIERS SERVETO REDUCE —VELOCITIES IN SWALES HELPING TO REDUCE RILLING AS WELL ASINTERCEPT SEDIMENT FROM UNSTABIUZE. BOILS IARRPERB SHALL BE CONSTRUCTED OF STAKED MAY SALES FUGITIVE T FVE DUST WILL BE CONTROLLED NANO A WATER TRUCK A TEMPO SLOPE STABILIZ.AnoN VEGETATIVE COVER WILL BE ESTABLISHED Ou AREAS OF EXPOSED SOILS IINLLUDING STOCNPILESI THAT REMAIN INACTIVE AND UNSTAWLIZED FOR A PERIOD OF MIRE THAN 21 DAYS FOR SCORED AND WEATHER PERMITTING THE SEEDED SURFACES WILL BE COVERED WITH A LAYER OF STRAW MULCH OR HYDRO MULCH AS DESCRIBED ABOVE ON SLOPES 41 AND STEEPER LG ND SEEDED AREAS W ILL BE MULCHED WITH HAY TO PREVENT EROSION PRIOR TO GERMINATION OF THE SEE. ON SLOPES GREATER THAN 31 EROSION CONTROL BLANKET ON RATTING WILL BE NSTALLED AND MAINTAINED UNTIL VEGETATION IMPS BEEN ESTABLISHED THE ABNZEDN RUCTIONEXIT THE PURPOSE OF RT AIND DE CONSTRUCTION NTO PEXITSUBLIC IS TO REMOVE SEDIMENT ATTACHED EX VEHICLE TREE AND TO MINIMIZE SEDIMENT TRANSPORT AND DEPOSITION CH WILL ROAD ENISHE AS NECESSARY UCI OWAI E%IT WILL B PROPER FUNCMN OF CRUSHED STONE OVER ON EXITT IL WHICH WILL LA REPLENISHED AS CONSTRUCTION TO MAINTAIN THEN PROPER FUNCTION TH MLLON F CONSTALCTIDN EXIT 'ILL REMAIN IN PUCE UNTIL ALL CONSTRUCTION WORN IN AN AREA IS COMPLETE AID THE SITE HAS MEET FULLY STABILIZEDAS DETERMINED MY THE ENGINEER NNELS DIVERSION DIVERSION 9 ARE TEMPORARY CONTROLS TO WITH RUNOFF AROUND WORN ZONES AND DISCHARGE IT TO A STABLE AREA DIVERSION CHANNELS WILL BE CHECKD DAMS WITH POLYMER BEGS USING CRUSHED STONE PLASTIC OR OTHER PAWED LACE UNTIL ALOPESCRUSHED STORE CHECK DAMS OR POLYMER TREATMENTS AS NECESSARY TEMPORARY gvERSroNS WILL REMAIN IN PUCE UNTIL SLOPES ARE PERMANENTLY STABILIZED OR GRACED LEVEL D ENTRY RESPONSIBLE FOR PUN COMPMANCE THE CRY W BURLINGTON THROUGH THE BURLINGTON INTERNATIONAL AIRPORT AND TFS ONSITE REPRESENTATIVES SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH THE CONSTRUCTION PERIOD EROSION AND SEDIMENT CONTROL PLAN CONTACT ION FOR THE AIRPORT IS AS FOLLOWS RU LINDTCN INTERNATIONALAIRPORT 130O PO AIRRT CPNE It SOUTH BURLM.— VERMONT OSW3 CONTACTFERSGN OIRECTOROFAVIATION 5 E CONSIIFUCTON PERIOD POLLUTION PREVENTION MEASURES CON CTI SOURCES OF POLLUTION 11 STORMWATER RUNOFF INCLUDE CONSTRUCTION OEMIS, FLUIDS ASSOCIATED WITH CONSTRUCTION EQUIPMENT (FUEL AND OILS) CHEMICALS ASSOFATED WITH SEEDING (FERTILIZER AND LIME) AND HMBICICES PRECAUTIONS SMALL BE IMPLEMENTED WHICH MNMIZE THE RISK OF POTENTIAL POLLUTANTS IMMCTING STORMWATER —STFUCTIO DESPIS SHALL NOT BE STORED ON FOR LONG OURAITONS BUT SMALL BE REMOVED FROM THE SITS AND DISPOSED OF PROPERLY STOCKPILED MATERIAL IS INTENDED PON USE AT THE PROJECT AREA NO STOCKPILED MATERIAL SMALL I.AINONSREAFTERTHECOMPLETIONOFTHEMOJECT TOPSOIL WILL BE STOCKPILED WHEN NECESSARY IN AREAS WHICH HAVE MMIMUM POTENTIAL FOR EROSION AND WILL BE KEPT AS FAR AS POSSMLE FROM EXISTING DRAINAGE AREAS ALL STOCKPILES EAPECTED O REMAIN LONGER THAN 21 DAYS SMALL BE TREATED WITH MULCH STOCKPILES EXPECTED O REMAIN LONGER THAN 3 DAYS SHALL BE ENCIRCLED WITH SILT FENCE AT THE DOWNGRADIENT TOE OF THE PILE AT A MINIMUM, ANY DISTURBED SOILE WHERE ACTNITY IS SUSPENDED FOR GREATER THAN 30 DAYS SMALL BE MULCHED WITH MAY OR STRAW TO STABILIZE ERODISLE MA ERIAL STAGING AND STORAGE AREAS SHALL BE ESTABLLIHED IN STABLE RELATIVELY LEVEL AREAS AWAY FROM WETLANDS FUEL AND OILS WILL NOT RE STORED ON THE SITE LANDSCAPING CHEMICALS WILL AN— WITH THE SEEDING VEHICLE ONLY WHEN THE SEEDING PORTION OF THE PROJECT COMMENCES THESE CHEMICALS WNL BE THANSPORTED O THE SEENNG VEHICLE DURING THESEEDINGRROCESS CHEMICALS WILL NOTRE STORED OU SITE ATANY TIME ETRO(EUM PR ONSITE VEHICLESSW ILL SE MONITORED FOR LEAKS AND WILL RECEIVE REGULAR PREVEWNE RAINTERANCE TO REDUCE THE MANCE OF LEAKAGE NO HODUCICLE MANTENANCE OR HANDLING OF PETROLEUM PRODUCTS WILL OCCUP WITHIN IDO FEET OF A WATERWAY PETROLEUM PRTS WILL BE STORED IN Y SULED C NTANERS THAT ARE CLEARLY LABELED 10 PETROLEUM-MSED OR ASPHALT SUBSTANCES W ILL BE STORED WITHIN IN FEET O RA WATERWAY FERTILIZERS FERTILIZERS WILL BE APPLIED GARY IN THE AM MUM AMOUNTS RECOMMENDED 31 THE MANUFACTURER DICE APPLIED THE FERTILIZER WILL ME W00.NE0INro THE SOIL OLIMOEXPOSUREOSTORMWATER STORAGEWILLSEWACMEREOAREAANOTHE CONTENTS OF ANV PARTIALLY USED BAGS WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS ALL C LL BE TOHRY BEAMED AND STORED WHEN NOT REQUIRED FOR USE EXCESS MATERIALS WILL NOT BE OFAROED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED ACCORDING TO MARUFACTURERS INSTRUCTIONS STATE AND LOCAL REGULATIONS, W SORAGE WILL OCCUR WITHIN 100 FEET OF A WATERWAY CONCRETE TRUCKS BETE TRUCKS WILL NOT BE ALLOWED TO WASH CUT OR DISCHARGE SURPLUS CONCRETE M DRUM WASN WATER WITHIN t W FEET OF WEINT TAANO RESOURCES OR O CATCH MASINE THAT ARE ALREADY IN PLACE THE CONTRACTOR SHALL OBTMN APPROVAL FROM THE ENGINEER PRIOR TO WASH OUT ACTIVITIES IN ANY AREA SPSL ONSE IN WS FOR EVENT OF M EVERGE CY LLPILL BE ASRFLEAK DURING CONSTRUCTION ACTMTES THE SPLL —M.SE PLAN (LE CLEAN UP) THE OWNERIOPERATGNAC RACiOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE SNLL RESPONSE PLAN IF POSSIBLE AND IT IS SAFE TO DO SO ALL SPILLS WILL BE CLEANED UP MMEDMTELY UPON DISCOVERY NOTIFY PTBFIELD MUNICMAL AIRPORT AND THE BURLINGTON FIRE DEPARWFNT I911$ OF ANY EMERGENCY SPLL OR LEAK 4 CONTACTTHEVERNOHT MATERIAL OR AGENCY NATURAL RESOURCES (VANR) EMERGENCY RESPONSE UNIT FOR ANY RELEASE OF M PETROLEUM SEO OTHER HAZARDOUS SUBSTANCE THAT BECOMES HAZARDOUS UPON RELEASE AND POSES A TN`E`T TOMAN HEALTH OR THE ENVIRONMENT THE MASS OEPENERGENCY RESPONSE PHONE NUMBER IS(MMD3 11M THE VANR RESPONSE UNIT DMPATCH IS AVAILABLE 24 HOURS- 5 STORESNLL RES SEEQUWMENTNAM&EBT LlU DANOREMILYACCESSIBLELOCATpN THESPILLRESPOUSE EQUIPMENT SNALL INCLUDE ETYEW ENT EYE GUARCE PROTECTIVE CLOTHING FIRE EXTNGUMHER AND RUBBER GLOVES olsaosUP COOUNTAINERB DAMS SORIENT PADS AND .00NE SHOVELS SPEEDY DRY DAT LITTER AND APMOPRIATE THE FOLLOWING PROCEDURES ARE REQUIRED BY EPA N THE EVENT OF A SPILL THAT REACHES OR THREATENS RAVKABU WATERS OF THE UNITED STATES (INCLUDING WE-- 1 THE OWNER IS REQUIRED TO NOTIFY THE NATONACENTER L RESPONSE CENR AT(I0N42HIO2 AS SOON AS HE OR SHE E AWARE OF THE DISCHARGE, THE CILITY — FOR THE AIRPORT MUST BE UPDATED WITHIN 14 CALENDAR GYS OF A SPILL OR (FAN OF A REPORTED SPLL THE UPDATE MUST INCLUDE A DESCRIPTION OF THE RELEASE AN ACCOUNT OF THE CIRCUMSTANCES LEADING TO THE LEASE AND THE DATE OF THE RELEASE IN ADDITION THE EVY— MUST BE REVIEWED TO IDENTIFY MEASURES TO PREVENT THE RECURRENCE OF SUCH RELEASES AND R MUST BE MODIFIED WHERE APPROPRIATE ]4N THE EVENT OF A REPORTED DISCHARGE THEAIRPORTMUSTALSDSUBMITTOEP MTHINIIGLENGRGYSOF KNMUDGEOF THE RELEASE A WRITTEN DESCRIETION 6 THE RELEASE ONCLUDIG THE TYPE AND ESTIMATE OF THE AMOUNT OF LATERAL RELEASED) THE GTE THAT SUCH RELEASE OCCURRED THE CIRCUMSTANCES LEADING TO THE RELEASE AND STEPS TO BE TAKEN TO MODIFY THE POLLUTION PREVENTION PLAN AT TIRE AIRPORT IT SHALL IE THE RESIONAMW OF THE CONTRACTOR TO ENSURE SPILL MEVENTION MEASURES ME IN PLACE PRIOR O CONSTRUCTION AND THE CONTRACT- SHALL BE FAMILIAR WITH SPILL RESPONSE PROCEDURES PRIOR TO INTTIATNG CONSTRUCTIONACTNITES IFASPLL OCCURS OLMNG CONSTRUCTIONRSHALLRETHE RESPONS13—CFTHE CITY OF SURUNGTON AIRPORT MANAGER TO ENSURE THAT SELL REPORTING REQUIREMENTS OUTLNED ABOVE HAVE BEEN SATISFIED F VEGETATION PLANNNG FOLLOWING LAND CLEARNJG ACTIVITIES ONLY THOSE AREAS UNDER ACTIVE CONSTRUCTION SHALL BE LEFT IN AN UNTREATED OR TEMPOR TAT SEEDING AND MULCHING ONSTRUCT— ALL DISTURBED AREAS SHALL ADHERE TO THE P.—N. SCHEDULE I ME CONTRACTOR SHALL BE RESPONSIBLE FOR MORITORINGDAILY WEATHER REPORTS THECOWRACTORSHKLAOJUSTTHE WORK SCHEDULE IN ANTICIPATION OF RAND AM SMALL STABILIZE THE SITE AS INDICATED OSIE SEED BARES NSAISE LSSACEE FQXTAIL NICESTATE B on M13 i01DI15 MNTEN RYE 30D 1. GRAIDINGWILLBEHELDTOAMAXIMUM 313LDPE WHERE PRACTOK EXCEPT IN ROCK CUTS OR AS DEPICTED ON THE INNS ALL LOPES SMALL BE STABILIZED WITH PERMANENT SEEDING AND MULCHING IMMEDIATELY AFTER FINAL GRADING IS COMPLETE IF RINK GRADING WILL NO K COMPLETED IMEDATELY, REFER O THE TEMPORARY SEEDING AND MULCHNG SCHEDULE O13 UNDERSTOGDTHATIMMEDATELV MEANSWITHINRHOURSOFTHECOMPLETICNOFWORK 3 FOR ANV WORK PROPOSED DURING THE WINTER SEASON, THE CONmULCTOR SMALL ADHERE TO THE FOLLOWING PRACTICES IA A PLAN AND SCHEDULE OF ACTIVITIES SHALL BE SLUBMITTED TO THE ENGINEER AND APPROVED PRIOR TO ANY WORK KINGGONE IS THEIRTERIMPERIOD FORANYEXPOSEDMR SHALLBELILLTEOOTGLEUGRGVS IC WHERE REQUIRED, NSTKUTION OF ALT FENCE OR DOUBLE SEDIMENT BARRIERS MAY BE MODIFIED FROM THE DETAIL TFIEUISTRU7E 6 NICHES OF CLEAN GRAVEL OVER THE BOTTOM aF THE SLT FENCE N MEU OF BENCHING AND MCXFlWNG FABRIC (D MULCHING AND SEEDING RATES SHALL ADHERE TO THE TEMPORARY SEEDING AND MULCHING SCHEDULE NOTE MAT ALL MLA —GRATES SHALLSEDOUBLEDASSHOWNINNOTE IANDSHALL FOLLOWTHESEN F—AREA SCHEDULE PERMANENT SEEDING AND MULCHING THE FOLLOWING GENERAL PRACTICES WILL BE USED TO RE-ESTABLISH FINAL VEGETATION 1 MING- A MANIMUM OF 4 INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND GRADED TO A UNIFORM DEPTH AND NATURALAPPEARANCE AL M SHABE AS SPECIFIED DR APPROVED BY THE ENGINEER 2 ALSEEOIUG -ALL FINAL SEEDING G SHALL BE COMPLETED IMMEDIATELY FOLLOWING FINAL GRADING AL FIRALFENTZING LI NO SEEDING SHALL ADHERE TO THE SPECIFIGnONS UNLESS OTHERWISE APPROVED BY THE ENGINEER 3 MULCHING - ALL AREAS SHALL BE MULCHED AFTER IT HAS BEEN SEEDED UNLESS DEENEO UNNECESSARY BY THE ENGINEER OR RCHIT MCONSIST OF HAY MULCH HYDROMULCH OR ANY SUITABLE SUBSTITUTE DEEMED ACCEPTABLE BY THE ENGINEER IN ACCORDANCE WITH TIE SPEGFIGTOUS (A STRAW MULCH SMALL BE APPLIED AT THE RATE OF 2 TONS PER ACRE (BD LBS OR 2 NLEW1,D00 SO FT I IB HYDR—CH SHALL CONSIST OF A MIXTURE OF WOOD FIBER PAPER FIBER, OR SYNTHETIC FIBER AND WATER RAYEO OVER A SEEDED AREA H OMULCH SMALL NOT EE USED DUNG THE FALL WINTER OR MUD SEASON (C MULCHING SMALL BE MONITORED ACCORDING TO THE MONITONNG SCHEDULE SHOULD MULCHING PROVE TO BE EFFECTIVE THEN NETTING OR MATING SMALL BE USED N ITS PLACE 4CORMA kNT SEEDING CONETRUCTON SMALL BE PLANNED TO ELIMINATE THE NEED FOR SEEDING DURING THE FALL WINTER OR MUD L, O�OYSHOULD SEEDINGBL NECESSARY BETWEEN THESE DATES THE FOLLOWING PROCEDURE SHALL BE FOLLOWED IA ONLY UNFROZEN LCAM SHALL BE UREO M LOAMING SEEDING AND MULCHING WILL NOT BE DONE OVER SNOW COVER IF SNOW EXISTS IT MUST BE REMOVED PRIOR TO PLACEMENT OF SEED (C NO THE ENGINEER PERMANENT SEEOINO WILL BE DONE DURING FALL WINTER OR MUD SEASON UNLESS SPECIFICALLY APPROVED BY (D WHERE TEMPCRMY SEEDING IS REQUIRED THE RATES SPECIFIED IN THE TEMPORARY SEEDING AND MULCHING RULE SMALL BE ADHERED TO HE FEgTLMING SEEDING ANC MULCHING SHALL BE DONE OFI LOAM THE SAME DAY THE LOAM 15 SPREAD WINTER MULCH RATES SHALL APPLY AS SPECIFIED IN THE TEMPORARY SEEDING AND MULCHING SCHEDULE (F ON SLOPES GREATER THAN 3 t STRAW MATTING OR EXCELSIOR MATING WILL BE SUBSTITUTED FOR MULCH, EXCEPT THAT BIODEGRADABLE NETFING OVER MULCH MAY BE USED WHERE APPROVED BY THE ENGINEER FOLLOWING FINAL SEEDING THE SITE WILL BE INSPECTED EVERY S0 DAYS UNTIL BUN COVER HAS BEEN ESTABLISHED RESEEDING DLCHING SHALL BE CARRIED OUT AS REQUIRED AT NO AGG—L EXPENSE TO THE OWNER UNTIL AN ADEQUATE CATCH IS ESTABLISHED N ALL BEEDED AREAS AS AGREED UPON BY IHE OWNER AMC ENGINEER O. SEOUENCINO W ENO TOM AM SEOMENTAMN CONIRDLB PRIOR TO RECEIVING RUNOFF ALL BAPS AND DISTURBED SLOPES WILL BE STABILIZED TO THE SATISFACTION OF THE RESIDENT ENGINEER ALL BAPS INSTALLED N A'TRAIN' FASHION H E SWALE TO SEDIMENT TRAP TO DETENTION BASIN, WILL BE COMPLETELY LIED MIOR TO RECEIVING RUNDFF THROUGH THE SYSTEM OR TRAIN" OF BAPS I EROSION S SEDMEWATroN CONTNOIS INSTALLATION- EROSION CONTROL INSTALLATION MAY OCCUR ALL YEAR LONG EXCEPT TATSUCHMEASURESSHALLBEINSTALLEDPRIORTOCOMMENCEMENTOFDISNRMNCEACTMI ESRELATEDOEACH EROMION CONTROL MEASURE HOWEVER IT SMALL BE AVOIDED TO THE EXTENT PRACTICAL N TIE WINTER AND MUD SEASON x0 DETAILS FOR LOCATIONS AND INSTALLATION PROCEDURES 2 RY MA L NO xT - THIS CONSTRUCTION MAY OCCUR IN THE SPRING SUMMER AND FALL SEASONS U MAY OWED IN THE WINTER SEASONIT EXCEPT IN SENSITIVE AREAS IN WHICH CAWINTERRE THE WINTER CONSTRUCTION SCHEDULE MUST FOLLOWED H. AWNIENANCEOFEROSNONANDSEUMERA NCONTSIOU TENA,NCE MEASURES WILL BE PERFORMED AS NEEDED DURING THE ENTIRE CONSTRUCTION CYCLE AFTER EACH RAINFALL A VISUAL INSPECTION WILL BE MADE O INSURE THEIR CONTNING FUNCTION AS DESIGNED THE FOLLOWING SECTIONS OUTJNE ME SPECIFIC MAINTENANCE PROGRAMS AND SCHEDULES FOR THE BMP5 TO BE MPLEMEWSO DURING CONSTRUCTION I SIONE CHECK CAMS HAY BALE BARRIERS SILT FENCE DOUBLE SEDIMENT BARRIERS MATTING AND MULCH SMALL BE INSPECTED AND REPAIRED (IF NECESSARY) ONCE A WEEK OR MMEDATELV FOLLOWING ANY SIGNIFI.1NT NAINFALL. SPOIMENT TRAPPED BEHIND THESE MRRIERS SMALL BE REMOVED WHEN IT REACHE3 A DEPTH OF B INCHES (OR 2 THE HEIGHT OF THE DAM FOR CHECK DAMS) TURD REDISTRIMUTED TO AREAS UNDERGOING FWAL GRADING 2 EMERGENCY PROTECTION MOCEOURED- SHOULD CONSTRUCTION BE NARMERED BY SXCESLNE RUNOFF AND SEDIMENT TIE CONTRACTOR SMALL IMMEDATELY EMPLOY CORRECTIVE RAMPS (STRUCTURAL OR NON STRUCTURAL IN ACCORDANCE WITH MASSOEP EROSION COIJTROL REGULATIONS) NECESSARY TO REMEDMTE THE S—ON EROSIONCONTROL MEASURE REMOVAL REMOVAL OF TEMPORAPV EROSION CONTROL MEASURES SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR ALL EROSION T�EL REMAIN IN PUCE AND MAINTAINED BY THE CONTRACTOR UNTIL ALL RELATED CONSTRUCTION IS COMPLETE AMIDAREAS STABLE AN AREA IS CONSIDERED STABLE IF DIAN MOY. COVER OF GRA35 M5 BEEN ESTABLISHED I- IS PAVED HAY BALES AND SILT FENCE SHALL BE REMOVED BY THE CONTRACTOR ONCE THE AREAS UPSTREAM ARE STABLE THE HAY BALES AND SIT FENCE SHALL BE DISPOSED OF LEGALLY AND PROPERLY OFF-SDE ALL SEDIMENT TRAMPED BEHIND THESE CONTROLS SMALL BE (1)DISTRIBUTED TO AN AgEA UNDERGOING FINAL GRADING OMGRADED IN AN AESTHETIC MANNER TO CONFORM TO THE TOPOORAP AND FERTILIZED, SEEDED AND S—ED IN RATESACC—CE WITH THE PREVICUBLI STATED LE ALL M THE TRAPPED SEDIMENTS HAVE BEEN REMOVED FROM THE TEMPORARY 3EMMENTATON DEVICES THE DISTURBED AREAS MUST BE LGMED (IF NECESSARY), FERFIL7 D SEEDED AND MULCHED IN ACCORDANCE WITH THE RATES PREVIOUSLY STATED 1 INSPECTION AN O MAINTENANCE BCHEUULES III THE CONTRACTOR SHALL BE RESPONSIBLE FOR WEEKLY INSPECTIONS AND REWIRED WANT NCE OF ALL RAMPS UTILIZED ON SITE DURING CONSTRUCTION BMPS SMALL BE IRSPECTEO AT LEAST ONCE EVERY SEVEN (7) DAYS AND AFTER ALL MIN EVENTS TOTALING D 5- BURLINGTON INTERNATIONAL AIRPORT ITj(802) W12374 IF] 1425 ELLWORTH INDUSTRIAL OR #15 ATLANTA, GA 30310 R] 404 302 3300 N 404 602 3010 PGAL TBPE REG No F-2742 WWH p DIB STANTEC 55 GREEN MDUNAN DRIVE IOUMMURUNGTON VT 051W H11IW) SlfweI MINT. NADIM KNIGHTCONSULTING 11 NIGMTANE WIWSTON VT- 11NBSBJHT43 IFIFM H7LIAM ICS NEAS.00DON,STE2W SGVIN BLA.—. IT LISSO ITH —in, IF)FM STANTEC 50ARTAC THORNE SUEIDI AUSUN MH N632 Pi(No )ffE165I IFlHWIEIPrRHe WS CORPORATION RSW H EAVE RGLBVOOD,CAI0301 T713101-12A FI(31M4a.HN BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY Project Address —R.TBN2016 PROGRESS PRINT NOT FOR CONSTRUCTION INTERIM REVIEW — March J l 2016 loom EROSION CONTROL NOTES C-/ 02 SLOPE _ 20' X 25' X 6" BLANKET 3/4• TO 1 1/2" STONE FILTER BAG OPENING AND STRAP - CLOSURE FOR UP TO 6" HOSE , (MAX. 2 PER DEVICE) - DIRTY WATER FROM PUMP B> , B PLAN PUMP DISCHARGE HOSE NEE 6" THICK STONE BLANKET (6" MAX) DOUBLE SEDIMENT BARRIER 6 OZ. NON -WOVEN GEOTEXTILE FABRIC - EXTEND 5' BEYOND STONE BLANKET - EXISTING GROUND :. -- ,�'• _- ',CIS' , SECTION B-B NTS TEMPORARY DEWATERING SEDIMENT DEVICE I NTS EXISTING GROUND 50' MIN 1 70'„INJ 1I.I Y3f.'^Y 6 OF♦' ;RECLAIM2ED/RECYCLED "CONCRETE EOUyVALENT' v`, - ,. 4 Ti , ""T'! 3'r7 �- 1x;�(:•? E 1 : f:�f[��^ 1 �1 ,. I ..,'n"� y1: PROVIDE 15'0 (MIN) CULVERT WITH INLET/OUTLET PROTECTION —EXISTING GROUND AT ALL DITCH CROSSINGS ENSURE SURROUNDING LAND IS GRADED TO DRAIN PLAN NITS �EXISTING ROADWAY —IN J' - MOUNTABLE BERM � 6" OF 2" STONE OR RECLAIMED/RECYCLED CONCRETE EOUNEIAxIT— FILTER FABRIC MIRAFI HP465 OR EQUAL NOTE PROVIDE STABILIZED CONSTRUCTION EXIT IN ACCORDANCE WITH THE SECTION VERMO I AGENCY OFF NATURAL NATURAL RESOURCES KITS GUIDELINES STABILIZED CONSTRUCTION EXIT Y TEMPORARY SEED OR MULCH IF REMAINING FOR MORE THAN 30 DAYS STOCKPILE EXCESS TOPSOIL AND MATERIALS YI n PROPOSED 2 MIN PROPOSED SILTSOCN 1� 51L15OCK < HARRIER BARRIER EXISTING p GROUND CONSTRUCT SHALLOW TRENCH AROUND MOUND IF REMAINING FOR MORE S n THAN 30 DAYS 3 0 TOPSOIL STOCKPILE MOUND NTS a 24"A CORRUGATED HOPE PERFORATED PIPE SUCTION HOSE TO PUMP :LEAN WATER DISCHARGE TO IEWATERING SEDIMENT BASIN —SIDE SLOPE OPTIONAL .� :�3/4" TO 1 1/2" STONE -I L � ' "u If OBSERVED WATER LEVEL D fMIN) 1, m-i ��D(MINNOTES Tom 1 PR DIMENSIONS SHOWN MAY VARY 2 THE STANDPIPE WILL BE CONSTRUCTED BY USING A 12"-24" DIAMETER (D) CORRUGATED METAL OR PVC PIPE 3 A BASE OF CRUSHED STONE WILL BE PLACED IN THE PR TO A MINIMUM DEPTH OF 12' ARER INSTALLING THE STANDPIPE, THE PR SURROUNDING THE STANDPIPE MILL HE TN BE RACKFILLED WITH CRUSHED STONE 4 THE STANDPIPE WILL EXTEND 12' TO 16" ABOVE THE UP OF THE PR 5 IF DISCHARGE WILL BE PUMPED DIRECTLY TO A STORM DRAINAGE SYSTEM. THE TA SNDPIPE WILL BE WRAPPED WITH FILTER FABRIC BEFORE INSTALLATION 5 1/4"-1/2" HARDWARE CLOTH SHALL BE PLACED AROUND THE STANDPIPE PR108 TO ATTACHING THE FILTER FABRIC THIS WILL INCREASE THE RATE OF WATER SEEPAGE INTO THE PIPE TEMPORARY DEWATERING SUMP L NTS PROVIDE CONTINUOUS STRAW -BALE REINFORCEMENT IN BARRIER AT AREAS OF CONCENTRATED FLOW (2) 2"x2" WOOD STAKES PER BALE P�CTED AREA, TOP OF GROUND m 2"z 2" WOOD STAKE, PLACED 10' 0 C WORK AREA FLOW 2" HIGH X 12" WIDE LAYER OF LOOSE COMPOST MATERIAL TO FILL SPACE BETWEEN SOIL SURFACE AND TUBE ROTES V� 1 SILTSOCK SHALL BE A BIODEGRADABLE TUBE SUCH AS FILTREXX BIOSOXX. OR APPROVED EQUAL 2 COMPOST MATERIAL SHALL BE DISPERSED ON SITE AFTER SITE IS FULLY STABIUZED. AS DETERMINED BY THE ENGINEER 3 SILTSOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS, AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED 4 PROVIDE A MINIMUM 3' OVERLAP AT ENDS OF TUBES TO JOIN IN A CONTINUOUS HARRIER PLACE STAKES JOINING TUBES SNUGGLY AGAINST EACH OTHER 5 SECURE ENDS OF TUBES WITH STAKES SPACED 18" APART THROUGH TOPS OF TUBES 6 WHEN TUBES ARE PLACED ON PAVEMENT, HEAVY CONCRETE OR CINDER BLOCKS ARE TO BE USED BEHIND TUBES UP TO 5' APART OR AS REQUIRED TO SECURE TUBES IN PLACE (T SILTSOCK BARRIER DETAIL Y NOT TO SCALE FILTER FABRIC WRAPPED AROUND GRATE DROP INLET PROVIDE EXTRA FILTER SEDIMENT LADEN WITH GRATE FABRIC TO BE USED FOR RUNOFF FILTER FABRIC REMOVAL CREATE SUMP TO COLLECT MAINTENANCE AND STORE SEDIMENT 1 CONTRACTOR TO CLEAN AFTER EVERY STORM IF THE BARRIER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PASSES FILTERED WATER, THE SEDIMENT SHALL BE REMOVED AND THE BARRIER SHALL BE REPLACED REMOVED SEDIMENT SHALL BE DEPOSITED IN A SURApLE AREA AND IN SUCH A MANNER THAT F WILL NOT ERODE 2 THE FABRIC SHALL BE REMOVED ONLY WHEN THE DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED 3 INSTALL INLET PROTECTION AT ALL CB'S TO REMMN WITHIN THE UMMS OF CONSTRUCTION CB INLET PROTECTION DETAIL U NTS BURLINGTON INTERNATIONAL AIRPORT IT] (802)863-2674 IF) NICXRECT PGAt 1425 ELLWORTH INDUSTRIAL DR IF 5 ATLANTA GA 30318 M 404 602 3500 IF] 404 602 3610 PGAL TBPE REG N. F-2742 _ p0M cum STANTEC SCMIURKINGTAN OVINE saulNlunuuGrox Lrt m IWTI NIMIo F IIo31M4o1[3 AL KNIGHTCONSULTING 51 KNIGHTLANE wluLSTDN vruMls PI IIm11TNMlt RTFu NALLAM ICS L EASTWOOa Dn ETEfio SWIR �UnLWGT(W Vf IRIIuz,l5Hln RMN STANTEC 1 UMTMOUTx CANE SUITE H,' . IN.- TII0m1_ 'IRmlll�ns W 3 CORPORATION w NGF� LW 1 E 1 Mso TNtal l3atTM RG10141a11% nllO1fR TITLE BURLINGTON INTERNATIONAL AIRPORT RENTAL CAR QTA FACILITY Project Address PROGRESS PRINT NOT FOR CONSTRUCTION 3nuz01E INTERIM REVIEW March 31. 2U16 1002304 EROSION CONTROL DETAILS N I I —Ab ST I -I �I li^ p -- — — — _ xl x. AS, Q x44I``I �rn1�m"k,M1M11N ' �� .! A " y1 -_ a' - - TMolFS TO aEl uxA,m OSOI E 0 reE°iA :"xc�..1 Ol ATasN xowMILc N°�xA T FErr s0 IT _A N nR: cExTER OF THE cAR LADE + N NOUN UR -AREA RE1'AEEII LANES Poll t11E ROIEIS _ - �i�_, ' K% "!A ,• WFFWNKAngl lnllDGf% 1 ,—_ro `- �e TO xAINCM RENM MSR ro GRO REAOP I°1O° lxN ASSOpARD FOIE USES TO RE INSIALLFD i gWAnON I— n1E SEtlIRITY CAMERA LOCATM SUI61xOl°u ¢ECIR.IC ]1RL MMARLv INSTALL A A. MW.,AOE sMTM, M s~uT OFF TIE OAR exIF FA—S v°'Avl rnauI mE M NE °o.x stREAu - a wlluNc (imcii) �� . Ax° vE1llcic cATE lrn) IS E AWS— E LWAVON WOIC— FM TIC NTC nFANssMxERR .IT Mu IIE TN THE NM 3 ' �IRMEII VGNCLE RARMFIt '4 NE NIAOER WT STlRE OF OF UlES, LIMNERS Iro _METC R NSTA M COMUITS ON MOFA]lAAM WST C T' FM UTA CONNINICA1bN OTHE]! NMK SICx AS ROAD SENSWO LOM. INTgCONHECnxO NIFWO ETC AT GCX 1E / RARMET LOCAL MLL NOT RE M—D (FORM by °wEs) w a ELECTRICAL - SITE PLAN SCALE 1'-20'-O' umm BURLINGTON INTERNATIONAL AIRPORT (TT (102) e63-2174 (FT AMOIL, PGAt 1425 ELLWORTH INDUSTRIAL OR 015 ATLANTA GA30318 M 404 602 3400 [F1404602 3010 PGAL TOPE REG NO F-2742 —.P0R1 c°m C01/ILTAKf STANTEC SS O. MANNlA1.0. SO wRLINOTON Vt I111M )1lTil14 IRIMn Nwlcs KNIGHT CONSULTING st NTLANE WILl1AT0x Vi OSLpS mlby iTfi W 19- HALLAM WS ]i FAs,W°°NNR. OS SO-RNRLN°mN v1 oll RIVOLiWil1 IFIFu STANTEC OARTM—N. S—To, MN NN S.. m Aon PI lion iiF,oi NIS CORPORATION µ]SS FLORE!]OE AVE M]°1 fn I]II iwn]W IFI]In lt]-nii EURLTNGTON INTERNATIONAL AIRIWr RENTAL GAR QTA FAMM MpiFLOGIiK Rojed Ad*= RwirO S ArIM1d 4011PRIR0 701{ r IM�M111M- T MalcN 3I,IO1fi 0 1002304 atrrmarrttnaE 4NAlwrtwrOAn OIwIRLwwnT. VD= —mc ELECTRICAL SITE PLAN E0.01 No Text PLANT SCHEDULE EVERGREEN TREES KEY QTY. SCIENTIFIC NAME COMMON NAME SIZE SPACING PG 5 Picea giauca WHITE SPRUCE 8.10' HGT. as shown PS 5 Plnus strobus WHITE PINE 8.10' HGT. as shown PLANT KEY TOSlllJ����YYY,^^^Ly!!l} IERNIN ERENNO TREE REOc--TREE DURING CONSTRUCTION TEO CN TREE O RE OSEDE EN RELOCATED ORVDCE THOSE EMOTn) 20 0 20 40 SCALE OF FEET PLANT SCHEDULE DECIDUOUS TREES KEY I QTY. I SCIENTIFIC NAME COMMON NAME SIZE SPACING AA 6 Amelanchier arborea SHAD 6-8' HGT. as shown BN 12 Betula nigra'Heritage' HERITAGE RIVER BIRCH 10-12' HGT. as shown NS 3 Gleditsia triacanthos i.'Shademaster' SHADEMASTER HONEYLOCUST 1 3"-3 1/2" CALI as shown EVERGREEN TREES KEY I QTY. I SCIENTIFIC NAME COMMON NAME I SIZE SPACING PG 19 Picea glauca WHITE SPRUCE 8-10' HGT. as shown PS 1 22 1 Pinus strobus WHITE PINE 8-10' HGT. as shown SHRUBS KEY QTY. SCIENTIFIC NAME COMMON NAME SIZE SPACING AB S7 Aronia arbutifolia'Brilliantissima' RED CHOKEBERRY 5 GAL. 4' O.C. PC 40 Physocarpus'Coppertina' COPPERTINA NINEBARK 5 GAL. 6' O.C. momm 011 ILI / ^ 40 0 40 80 RECEIVED" ED♦\ IVED SCALE OF FEET JUN 0 2 2016 WAGNER BTV PLANTING PLAN PLANTING PLAN REVISIONS . ADDITIONAL PLANTINGS 06.02.16 • ^'•• •"""' DRAWING NO. IOB NO. 610 SCALE I"=40'-0" L I . I DATE 04.01.16 City of So. Burlington I. fix. Ij��w` a L •fir �..- � •. - . •- `'�••'a' `'�` k'�•r, fir, .� r,'_ �'.. °c" '�r,: -S5M ..1�' �'' `a{�i'1� 4 } IYKc � i5 / +§y--.- Af-_r �'< Y' � - _ - •� Y��M�} - .- .,.3,,,k ."_°5.. - .- • .. ?,i•-t„.'�--- Yea - A INTERSECTION AT WHITE STREET AND AIRPORT DRIVE LOCATION MAP til^ ter„ :.•:,.;.,;:�., ��;�:,�; � - , B STRETCH OF ROAD BETWEEN AIRPORT ROAD AND PATRICK STREET SCALE: N.T.S. 02/12/2016 BTV PLANTING SCHEME I PERSPECTIVE CONCEPT SKETCHES Burlington International Airport Landowners Adjoining Airport Property South Burlington Grand List for 2014 - 2015, opened 04 June 2015, Adjoining Landowner list updated PARCEL ID # OWNER Mailing Address: From Ci of South Burlington website and other sources PropertAddress Address City State Zip 911 ADDRESS CITY STATE ZIPCODE 1810-03000 3000 WILLISTON RD LLC C/O FREDERIC LOWER 1852 TEXAS HILL ROAD HINESBURG VT 05461 3000 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-03065 3065 WILLISTON RD LLC 3069 WILLISTON ROAD SOUTH BURLINGTON VT 05403 3065 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-03069 3069 WILLISTON ROAD LLC 3069 WILLISTON ROAD SOUTH BURLINGTON VT 05403 3069 WILLISTON RD SOUTH BURLINGTON VT 05403 0200-00008 A & C REALTY LLC C/O OMEGA ELECTRIC CONSTRUCTION CO. 31 COMMERCE AVENUE SOUTH BURLINGTON VT 05403 8 BERARD DR SOUTH BURLINGTON VT 05403 0020-00221 ADAMS PAUL G TRUST 2215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 221 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0020-00223 ADAMS PAUL G TRUST 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 223 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0020-01215 ADAMS PAUL G TRUST 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1060-46-48 ADAMS PAUL G TRUST 2215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 46-48 ILOGWOOD ST SOUTH BURLINGTON VT 05403 0010-01083 ADAMS RONALD C & RUTH A 1083 AIRPORT DR SOUTH BURLINGTON VT 05403 1083 AIRPORT DR SOUTH BURLINGTON VT 05403 0490-00137 ARRANTS STEPHEN P JR 137 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 137 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 0010-01195 ASHTON THERESA & MICHAEL 1195 AIRPORT DR SOUTH BURLINGTON VT 05403 1195 AIRPORT DR SOUTH BURLINGTON VT 05403 1810-01900 AUDETTE ROBERT J TRUSTEE AUDETTE ANNE W TRUSTEE 41 PETERSON TERRACE SOUTH BURLINGTON VT 05403 1900 WILLISTON RD SOUTH BURLINGTON VT 05403 0200-00004 AYER PATRICK BRIAN MASLACK AYER TERESE PO BOX 9451 SOUTH BURLINGTON VT 05407 4 BERARD DR SOUTH BURLINGTON VT 05403 0200-00025 BARNIER SCOTT & BARBARA EA 20 JACKSON STREET ESSEX JUNCTION VT 5452 25 BERARD DR SOUTH BURLINGTON VT 05403 1810-01907 BARRY BRUCE 1907 WILLISTON RD SOUTH BURLINGTON VT 05403 1907 WILLISTON RD SOUTH BURLINGTON VT 05403 0640-00102 BELTER JOHN H JR & JOYCE N 2 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 102 ETHAN ALLEN DR SOUTH BURLINGTON VT 05403 0020-00615 BERGER RUSSELL G III 615 AIRPORT PKWY SOUTH BURLINGTON VT 05403 615 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1060-00042 BOARDMAN WILLIAM M & CYNTHIA D 42 LOG -WOOD ST SOUTH BURLINGTON VT 05403 42 LOGWOOD ST SOUTH BURLINGTON VT 05403 0590-00065 BOUFFARD MARGARET M, PATRICK C, JOSEPH N 65 DUMONT AVE SOUTH BURLINGTON VT 05403 65 DUMONT AVE SOUTH BURLINGTON VT 05403 1520-00009 BRADY GEORGE J C/O MERCHANTS TRUST CO PO BOX 8490 BURLINGTON VT 05402 9 SHAMROCK RD SOUTH BURLINGTON VT 05403 0435-00011 BRUSOE ALAN L SOUTIERE ANN M. 11 MAYFAIR STREET SOUTH BURLINGTON VT 05403 11 COMMERCE AVE SOUTH BURLINGTON VT 05403 0490-00141 BURT RUSSELL & KAREN L 141 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 141 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 0300-00 003 CALKINS FAMILY LIMITED PARTNERSHIP 8835 SPEAR STREET SOUTH BURLINGTON VT 05403 3 CALKINS CT SOUTH BURLINGTON VT 05403 0300-00005 CALKINS FAMILY LIMITED PARTNERSHIP 1835 SPEAR STREET SOUTH BURLINGTON VT 05403 5 CALKINS CT SOUTH BURLINGTON VT 05403 0020-00165 CARTER RICHARD G 165 AIRPORT PKWY SOUTH BURLINGTON VT 05463 165 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1810-03017-2 CHOINIERE PROPERTIES LLC 17 HARBOR WATCH ROAD BURLINGTON VT 05401 3017 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-03 117 IMPORTED CAR CENTER, INC PO BOX 1077 WILLISTON VT 05495 3017 WILLISTON RD SOUTH BURLINGTON VT 05403 0200-00021 CLIFTON DAVID L & MARY W PO BOX 9476 SOUTH BURLINGTON VT 05407 21 BERARD DR SOUTH BURLINGTON VT 05403 0590-00032 DEFORGE GARY J 32 DUMONT AVE SOUTH BURLINGTON VT 05403 32 DUMONT AVE SOUTH BURLINGTON VT 05403 0990-00199 DEGRECHIE PAUL R & MICHELLE M 199 KIRBY RD SOUTH BURLINGTON VT 05403 199 KIRBY RD SOUTH BURLINGTON VT 05403 1810-01944 DESARNO DAVID C TRUST 4 LADD POINT ROAD GRAND ISLE VT 05458 1944 WILLISTON RD SOUTH BURLINGTON VT 05403 1060-00030 DUHAMEL YVETTE I 30 LOGWOOD ST SOUTH BURLINGTON VT 05403 30 LOGWOOD ST SOUTH BURLINGTON VT 05403 1060-00024 DUNN, DAWN CHAMPION PAUL R 24 LOGWOOD ST SOUTH BURLINGTON VT 05407 24 LOGWOOD ST SOUTH BURLINGTON VT 05403 0020-01205 ENTERTAINMENT UNLIMITED LLC 20 BISBEE ROAD VERGENNES VT 05491 1205 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1810-01890 FARGNOLI ASSOCIATES LLC 485 KIMBERLY DRIVE MELBOURNE FL 32940 1890 WILLISTON RD SOUTH BURLINGTON VT 05403 1060-00022 FELBER MICHAEL 22 LOGWOOD ST SOUTH BURLINGTON VT 05403 22 LOGWOOD ST SOUTH BURLINGTON VT 05403 0590-00060 FOLEY JOAN B 60 DUMONT AVE SOUTH BURLINGTON VT 05403 60 DUMONT AVE SOUTH BURLINGTON VT 05403 0490-00133 FONTAINE PAUL A & KIMBERLY A 133 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 133 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 1060-00034 GARNEAU_RYA_N_& KATHRYN GARVEY EDWARD W & PATRICIA G 34 LOGWOOD ST SOUTH BURLINGTON VT VT 05403 05403 34 44 LOGWOOD ST DUMONT AVE SOUTH BURLINGTON SOUTH BURLINGTON VT VT 05403 05403 0590-00044 44 DUMONT AVE SOUTH BURLINGTON 1810-03097 HENNIGAR HOLDINGS LLC PO BOX 8564 DEERFIELD BEACH FL 33443 3097 WILLISTON RD SOUTH BURLINGTON VT 05403 0020-01225 HENRY MAUREEN C C/O THE MEDICAL STORE LTD 1225 AIRPORT PARKWAY SOUTH BURLINGTON VT 05403 1225 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1060-00016 HOBBS JAMES E & SHERRIE L 16 LOGWOOD ST SOUTH BURLINGTON VT 05403 16 LOGWOOD ST SOUTH BURLINGTON VT 05403 1810-01795 INVESTORS CORP OF VT 30 MAIN STREET, SUITE 401 BURLINGTON VT 05407 1795 WILLISTON RD SOUTH BURLINGTON VT 05403 0590-00037 JACKSON SAMUAL 37 DUMONT AVE SOUTH BURLINGTON VT 05403 37 DUMONT AVE SOUTH BURLINGTON VT 05403 0010-01025 JOST INVESTEMNTS LLC 69 COLLEGE STREET BURLINGTON VT 05401 1025 AIRPORT DR SOUTH BURLINGTON VT 05403 1810-30735 JTG HOLDINGS LLC II 272 WINDMILL BAY SHELBURNE VT 05482 3073 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-01961 L N P INC 31 COMMERCE AVENUE SOUTH BURLINGTON VT 05403 1961 IWILLISTON RD SOUTH BURLINGTON VT 05403 1810-02000 LACEYS INC. 2000 WILLISTON RD SOUTH BURLINGTON VT 05403 2000 WILLISTON RD SOUTH BURLINGTON VT 05403 0020-01245 LEISURE WORLD INC 1245 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1245 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0435-00027 LNP INC 31 COMMERCE AVENUE SOUTH BURLINGTON VT 05403 27 COMMERCE AVE SOUTH BURLINGTON VT 05403 0435-00031 LNP INC 31 COMMERCE AVENUE SOUTH BURLINGTON VT 05403 31 COMMERCE AVE SOUTH BURLINGTON VT 05403 1130-00053 LUONG NGUYET T 53 MARYLAND ST SOUTH BURLINGTON VT 05403 53 MARYLAND ST SOUTH BURLINGTON VT 05403 1060-00038 MAILLE GEORGE A JR & CHARLENE 38 LOGWOOD ST SOUTH BURLINGTON VT 05403 38 LOGWOOD ST SOUTH BURLINGTON VT 05403 0490-00129 OSBORNE, TYLER & HEATHER D. 129 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 129 COUNTRY CLUB DR FAST SOUTH BURLINGTON VT 05403 0990-00184 MARCOTULLIO JOSEPH 184 KIRBY RD SOUTH BURLINGTON VT 05403 184 KIRBY RD SOUTH BURLINGTON VT 05403 0200-00014 MOVABLE PEAKS 14 BERARD DR SOUTH BURLINGTON VT 05403 14 BERARD DR SOUTH BURLINGTON VT 05403 1810-02040 SOUTH BURLINGTON REALTY CO PO BOX 2204 SOUTH BURLINGTON VT 05407 2040 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-01801 O'BRIEN BROTHERS LLC C/O R. L. VALLEE INC. 280 SOUTH MAIN STREET ST. ALBANS VT 05478 1801 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-01855 O'BRIEN BROTHERS LLC C/O O'BRIEN BROTHERS AGENCY 1855 WILLISTON ROAD SOUTH BURLINGTON VT 05407 1855 WILLISTON RD SOUTH BURLINGTON VT 05403 1280-00015 PALMER ALAN D & CHRISTINE L 5576 DORSET STREET SHELBURNE VT 05482 15 PALMER HGTS SOUTH BURLINGTON VT 05403 1280-00025 PALMER ALAN D & CHRISTINE L 5576 DORSET STREET SHELBURNE VT 05482 251 PALMER HGTS SOUTH BURLINGTON VT 05403 0020-01235 PMP REALTY LLC I PO BOX 600 GARDINER ME 04345 1235 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0010-01155 PROULX GERARD E & SUSAN F 1155 AIRPORT DR SOUTH BURLINGTON VT 1 05403 1155 AIRPORT DR SOUTH BURLINGTON VT 05403 \active\195311135\transpartationlpermits\South Burlington\Sketch PlanUibutters list —Master 09-2015I abutters 10/9/2015 Burlington International Airport Landowners Adjoining Airport Property South Burlington Grand List for 2014 - 2015, opened 04 June 2015, Adjoining Landowner list updated PARCEL ID # 1130-00047 1200-00005 1810-04016 0 1460-00( 1300-OC 0435-OC 1810-01 0590-5052410 00-01141 1810 01800 0200-00 227 0590-00011 2000-00000 2000-00000 2000-00000 2000-HA-41 2000-HA-41 2000-HA-41 2000-HA-41 2000-HA-41 2000-HA-41 2000-HC-52 2000-HC-52 2000-HC-52 OWNER Mailing Address: From City of South Burlington website and other sources Property Address Address City State Zip 911 ADDRESS QUARRY POINT PROPERTIES LLP 29 BERARD DR SOUTH BURLINGTON VT 05403 29 BERARD DR BINGO SUPPLY OF VERMONT, INC. PO BOX 699 BONDVILLE VT 05340 196 KIRBY RD ROCHFORD CHRISTOPHER & REBECCA S 47 MARYLAND ST SOUTH BURLINGTON VT 05403 471 MARYLAND ST ROONEY WALDEN J & DARLA A 5 MOUNTAIN VIEW BLVD SOUTH BURLINGTON VT 05403 5 MOUNTAIN VIEW BLVD S M S REALTY PARTNERSHIP 4016 WILLISTON RD SOUTH BURLINGTON VT 05403 4016 WILLISTON RD SEAFOX INC 443 GOVERNORS LANE SHELBURNE VT 05482 8 CALKINS CT SHAND ROBERT M 5 ETHAN ALLEN DR SOUTH BURLINGTON VT 05403 9 ETHAN ALLEN DR SHAND ROBERT M & LYNDA A 5 ETHAN ALLEN DR SOUTH BURLINGTON VT 05403 5 ETHAN ALLEN DR SHELBURNE SHIPYARD PO BOX 610 SHELBURNE VT 05482 0 POOR FARM RD SHELBURNE SHIPYARD PO BOX 610 SHELBURNE VT 05482 0 RIVER RD WINOOSKI VALLEY PARK DISTRICT ETHAN ALLEN HOMESTEAD BURLINGTON VT 05401 0 POOR FARM RD SHEPARD_GARY F & BETTY JO_AN 1 PATRICK ST SOUTH BURLINGTON VT 05403 1 PATRICK ST SHIP SEVIN LLC C/O KEVIN SPILLANE 334 TAMARACK SHORES SHELBURNE VT 05482 7 COMMERCE AVE SOUTH BURLINGTON REALTY COMPANY LLC C/O SOUTH BURLINGTON REALTY CO 85 SHUNPIKE ROAD WILLISTON VT 05495 1860 WILLISTON RD ST JOHN VIANNEY HOME ASSN C/O KNIGHTS OF COLUMBUS PO BOX 9214 SOUTH BURLINGTON VT 05407 17 BERARD DR SUBURBAN VT PROPERTY ACQUISITIONS LLC 240 ROUTE 10 WEST WHIPPANY NJ 07981 12 BERARD DR SWEET LEIGH M & ELLEN F 148 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 148 COUNTRY CLUB DR EAST SZWAJA MARIAN & SOPHIE TRUST 1 BUTLER DRIVE SOUTH BURLINGTON VT 05403 225 AIRPORT PKWY TATRO SAM E SR & ALBERTA M 38 DUMONT AVE SOUTH BURLINGTON VT 05403 38 DUMONT AVE THIBAULT LEONARD E THIBAULT DOROTHY F 1184 REYNOLDS ROAD ST. ALBANS VT 05478 50 DUMONT AVE TILLEY FRANCES R 1141 AIRPORT DR SOUTH BURLINGTON VT 05403 1141 AIRPORT DR TIMBERLAKE ASSOCIATES WALTER E SIMENDINGER 32 SAN REMO DRIVE SOUTH BURLINGTON VT 05403 1800 WILLISTON RD TRI-D III LLC PO BOX 1 WINOOSKI VT 05404 27 BERARD DR WRIGHT WILLIAM G & LORETTA M 11 DUMONT AVE SOUTH BURLINGTON VT 05403 11 DUMONT AVE AIRPORT REALTY FBO AVCENTER 1130 AIRPORT DRIVE SOUTH BURLINGTON VT 05403 1 AIRPORT BURLINGTON I BURLINGTON CITY OF HERTZ CORP 225 BRAE BOULEVARD PARK RIDGE NJ 07656 5 AIRPORT CAR RENTAL FEDERAL EXPRESS CORP PROPERTY TAX DEPARTMENT 3630 HACKS CROSS ROAD, BUILDING C 3RD FLOOR MEMPHIS TN 8125-880 1 JAIRPORT BURLINGTON ATLANTIC TELEMETRY INC PO BOX 1660 WILLISTON VT 05495 41 AIRPORT BURLINGTON DEMERS DENNIS R 958 WEBSTER ROAD SHELBURNE VT 05482 41 AIRPORT BURLINGTON GIRARD DANIEL E 11 HEATH STREET SOUTH BURLINGTON VT 05403 41 AIRPORT BURLINGTON RDT AVIATION, INC C/O TOM WEAVER 390 TERRACE DRIVE WILLISTON VT 1 05495 41 AIRPORT BURLINGTON WILLARD MALCOLM 699 NOB HILL ROAD WILLISTON VT 05495 41 AIRPORT BURLINGTON WOOD WARREN W & EVELYN R 35 CRESCENT BEACH DRIVE BURLINGTON VT 05708 41 AIRPORT BURLINGTON AUTOMASTERS MOTOR CO INC ROUTE 7 SHELBURNE VT 05482 52 AIRPORT BURLINGTON AVIATRON INC (US) 25 CUSTOMS DRIVE SOUTH BURLINGTON VT 05403 52 AIRPORT BURLINGTON DEEDS EDWARD A CONVERSE BAY ROAD CHARLOTTE VT 05407 52 AIRPORT BURLINGTON LANDVATER DARRYL V OLIVER WIGHT CO 85 ALLEN MARTIN DRIVE ESSEX JUNCTION VT 05407 52 AIRPORT BURLINGTON WETHERBEE WILLIAM F & MICHAEL W 467 DEPOT ROAD COLCHESTER VT 05446 52 AIRPORT BURLINGTON WILLARD MALCOLM 699 NOB HILL ROAD WILLISTON VT 05495 52 AIRPORT BURLINGTON SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05- -3 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 SOUTH BURLINGTON VT 05403 V \7953\active\195311135\transportation\permits\South Burlington\Sketch PlanWbutters list_Master_09-20151 abutters 10/9/2015 _ SECURED R LEGEND _v STORAGE SPACES CIRCULATION THREE NEW CAR WASH .,.., READY CARS �.►" RETURN CARS ` SUPPORT SP SERVICE VEHICLE � rv,wx r ,M ��'f� '� �' ,• SECURITY \ EQUIPMENT , FUTURE ROAD 12,000 GAL \ ) 30 YEAR AIRPORT ' 12 FUEL POSITIONS `� UNDERGROUND MASTER PLAN EXISTINFULETANK G ' BUILDING PROPOSED DEMO EXISTING FUTURE ROAD 3 MAINT. BAYS BUILDING AND EQUIPMENT PARKING. +1- 200 SPACES 3 ADMIN. AREAS - �. SECURED ' ENTRY/EXIT h. -= - - SECURED FAA r. ENTRY/EXIT ' a FAA PARKIN .� 55_SR Es EXISTING ACCESS INTO READY/RETURN GARAGE, 0' 64' 128' U SEPTEMBER 2014 RENTAL CAR QUICK TURNAROUND AREA SCALE: 1/64" _ l'-o" SITE PLAN - OPTION A SOUTH BURLINGTON, VT r CB I NOT FpR R[GIILATORT-` APPROVAL, 11" 1 T111 OR CONSTRlK1N)R TE%AS REGIETEAlO ARGNiTECT NAtl@ tFAI IF8, FC FD II I I II I �I I I II I I I F2 ) I I I I I I I I I I { I 4F3) I � I �I I I II I ! I I 12 FUEL POSITIONS -4 -i F4 ) it i I II I I I I I I II _ If F5 ) I I I I II I I II 1 I -(s) II I I II FUEL EQUIPMENT --E F9 ) RENTAL CAR QUICK TURNAROUND AREA BUILDING STUDY 2 SOUTH BURLINGTON, VT LEGEND ADMIN AREA 1 ADMIN AREA 2 `°, ADMIN AREA 3 CAR WASH (3) SUPPORT SPACE FUEL CANOPY (12 POSITIONS) MAINTENACE BAY 1 MAINTENACE BAY 2 MAINTENACE BAY 3 15 OCTOBER 2014 . � � �a � S•. : 0 1 .� � � an ec �•' O O `p Stantec Consulting Services Inc. 55 Gee. ~Iw Drive .0 South Btxknvm VT eW3 U S.A IN, SD2 964 0223 802 864 0165 4tl' Q \ ` � (� W //^�)• Copyriot Reserved oo J* + pp 00% Consultants 0 0 a BURLINGTON ^ \ • • ,� ` • Legend INTERNATIONAL AIRPORT Qb < 0 o 600' ARFF ACCE�OAO VERMONT AIR TAXIWAY 'F' NATIONAL GUARD EXISTING TAXIWAY "A' TO BE (RED INDICATES %N REMOVED AND RELOCATED AREAS TO BE REMOVED) k,;/ EXISTING TAXIWAY "E" TO BE PROPOSED 75' WIDE TAXIWAY "E' •Notes REMOVED AND RELOCATED ROPOSED LOCATION PROPOSED 35' WIDE TAXIWAY "A' AOA AaA —RUNWAY 15-33 RUNWAY 15 33 AXIWAY L2J Aw L.—PHA SE �1 LOC. FUTURE PHASE TAXIWAY 'H' FUTURE PHASE 3 1 -M 77 RELOCATED TAXIWAY'G' L NEW TAXIWAY'G' 3 NEW TAXIWAY'G/K' L — Tq�� — \ �'PNFSE _1UNDER —CONSTRUCTION IN 2015 EXISTING TAXIWAY 'G' 7— VEHICLE SERVICE ROAD =,_� S FAA ILITY CO PASSENGER AS 890 P RAMP RAM 4 Revision s, 777, , —7 7 AIRPORT PARKWAY ❑ 0 cop oo 0 FEDE Issued 4�1 CC 'y O 4 Q 4! Q 0 — — 1_1� 4�V <P I Xo��_T./ Pernit-Seol 4� CIO 090 0 0 HANGAR oo C* -1ci QA 0 0 0 HERrTAd411L Client/ProjeCt 6 0 C AIVIATION C�' CITY OF BURLINGTON, VERMONT BURLINGTON INTERNATIONAL AIRPORT 0 z;> <Z)o South Burlington, Vermont O ° 4%O�� O `� © Title lap �d '6 <Z> <70 C3 SKETCH PLAN 00 Project No. Scale 195311140 AS NOTED Drawing No. Sheet Revision southbulll i n,ion PLANNING & ZONING Permit Number SP- (office use only) APPLICATION FOR SITE PLAN REVIEW ❑ Administrative ❑Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): City of Burlington, Burlington International Airport 1200 Airport Drive #1, South Burlington, VT 05403 Phone:802-863-2874, Fax:802-863-7947 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 13, Page 271 3. APPLICANT (Name, mailing address, phone and fax #): City of Burlington, Burlington International Airport, 1200 Airport Drive #1, South Burlington, VT 05403 Phone:802-863-2874, Fax:802-863-7947 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Gene Richards Burlington International Airport, 1200 Airport Drive #1, South Burlington, VT 05403 Phone:802-863-2874, Fax:802-863-7947 4a. CONTACT EMAIL ADDRESS:: grichards@btv.aero, btv@btv.aero 5. PROJECT STREET ADDRESS: 1200 Airport Drive, South Burlington, VT 05403 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 2000-00000.002 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Current Quick Turn Around (QTA) Car Rental facility consisting of car wash and fueling bays need upgrades and expansion. The removal of the current facility and the redesign and construction of the proposed building are required for sustainable rental car operations at the Burlington International Airport (BTV) b. Existing Uses on Property (including description and size of each separate use): The land is currently used as a rental car company car wash facility and fueling area, as well as car rental parking and airport employee parking. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): There is no proposed change in use and will continue to consist of car rental car wash and fueling as well as car rental parking, with airport employee parking. d. Total building square footage on property (proposed buildings and existing buildings to remain): 17,365 Square feet total (Admin , Maintenace, Car Wash Building; 11,665 Fuel Island, 12 Positions; 5,970 s.f.) e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Admin Building 20'0" Fuel Canopy Height 17'0" f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): No change in Employees proposed h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 I 8. LOT COVERAGE Total Parcel Size: 115,792 Sq. Ft. a. Building: Existing 4.8 % / 5589 sq. ft. Proposed 15.2 % / 17,365 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 79.4 % / 91,982 sq. ft. Proposed 83.7 —%/ 96,938 sq. ft. c. Front yard (along each street) Existing 2.9 % / 3,319 sq. ft. Proposed 4.9 % / 5,619 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 60,673 * 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): $ 3,148,125 b. Landscaping: $ 59,051 c. Other site improvements (please list with cost): Security - $100,000; Lighting - $48,314 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 4:00 AM - 11:59 PM 11. PEAK HOURS OF OPERATION: 7:OOAM - S:OOPM 12. PEAK DAYS OF OPERATION: All 13. ESTIMATED PROJECT COMPLETION DATE: 2016 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy 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 in accordance with the city's fee schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNA DATE OF SUBMISSION: SIGNATURE OF APPLICANT PROPERTY OWNER Do not write below this line PRINT NAME REVIEW AUTHORITY: ❑ Development Review Board ❑Administrative Officer I have reviewed this site plan application and find it to be: ❑ Complete ❑ Incomplete Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 B URLINGTON INTERNATIONAL AIRPORT Ray Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 802-846-4106 December 31, 2015 Reference: BTV Car Rental Quick -Turn -Around Facility (Fueling/Car Wash) Site Plan Submittal Ray, Thank you for your help in processing these applications. Please find enclosed the application and plans for the February 1, 2016 meeting. Please feel free to call us anytime and thank you for your guidance, ene Richards Director of Aviation 1200 Airport Drive, # 1 South Burlington, Vermont 05403 Phone: (802) 863-2874 (TTY) Fax: (802) 863-7947 www.btv.aero The Bur/ington International Airport City of Bur/ington is an Equal Opportunity Employer ROOM south u rl i ngi t-r PLANNING & ZONING Permit Number SD - (office use only) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) City of Burlington, Burlington International Airport, 1200 Airport Drive, #1, South Burlington, VT 05403, Phone: 802-863-2874, Fax: 802-863-7947 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 13, Page 271 3) APPLICANT (Name, mailing address, phone and fax #) City of Burlington, Burlington Internation, Airport, 1200 Airport Drive #1, South Burlington VT, 05403 Phone: 802-863-2874, Fax: 802-86: 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee SimDle 5) CONTACT PERSON (Name, mailing address, phone and fax #) Gene Richards 1200 Airport Drive #1, South Burlington VT, 05403, Phone: 802-863- 2874, Fax: 802-863-7947 5a) CONTACT EMAIL ADDRESS grichards@btv.aero; btv@btv.aero 6) PROJECT STREET ADDRESS: Burlington International Airport Airfield, 1200 Airport Drive #1, South Burlington, VT 05403 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 2000-00000.002 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): Current Quick Turn Around (QTA) Car Rental facility consisting of car wash and fueling bays need upgrades and expansion. The removal of the current facility and the redesign and construction of the proposed building are required for sustainable rental car operations at the Burlington International Airport (BTV) 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com l b) Existing Uses on Property (including description and size of each separate use)_ The land is currently used as a rental car company car wash facility and fueling area, as well as car rental parking and airport employee parking. c) Proposed Uses on property (include description and size of each new use and existing uses to remain) There is no proposed change in use and will continue to consist of car rental car wash and fueling as well as car rental parking, with airport employee parking. d) Total building square footage on property (proposed buildings and existing buildings to remain) 17,365 square feet (Admin ,Car Wash Building; 11,665, Fuel Island, 12 Positions; 5,970 s.f.) e) Proposed height of building (if applicable) 20'0" Admin Building; 17'0" Fuel Canopy f) Number of residential units (if applicable, new units and existing units to remain) N/A g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 9) LOT COVERAGE a) Building: Existing4•8 % b) Overall (building, parking, outside storage, etc) Existing 79.4 % c) Front yard (along each street) Existing 2•9 % Proposed 15.2 % Proposed 83.7 % Proposed4•9 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) None 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) South Burlington owned facilities will be extended or relocated. Sketch Plan Application Form. Rev. 12-2011 CI 12) ESTIMATED PROJECT COMPLETION DATE 2016 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. The application fee shall be paid to the City at the time of sub itting the apNicatio . See thq City fee schedule for details. �I /�/ 47 NOTE: NOTIFICAT ON of A JOINING 440WRTY OWNERS: Notification of ad'oinin g J property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. OF APPLI SIGNACTURE OF PROPERTY O Do not write below this line f � DATE OF SUBMISSION: I have rZite s sketch plan application and find it to be: s, 41ncomplete Admi*istfative Officer 4/�////� I Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev 12-2011 B URL-JNGTONINTERNATIONAL AIRPORT Ray Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 802-846-4106 December 31, 2015 Reference: BTV Car Rental Quick -Turn -Around Facility (Fueling/Car Wash) Sketch Plan Submittal Ray, Thank you for your help in processing these applications. Please find enclosed the application and plans for the February 1, 2016 meeting. Please feel free to call us anytime and thank you for your guidance, ene Richards Director of Aviation 1200 Airport Drive, # 1 South Burlington, Vermont 05403 Phone: (802) 863-2874 (TTY) Fax: (802) 863-7947 www.btv.aero The Buy/ington /nternationa/Airport City of Bur ington is an Equal Opportunity Employer ray From: Dave Wheeler Sent: Thursday, January 07, 2016 1:09 PM To: ray; Dan Albrecht Cc: Tom Dipietro Subject: Airport Car Wash Ray, The Stormwater Section has reviewed the "Rental Car Quick Turnaround Area" sketch plan prepared by Pierce Goodwin Alexander & Linville, dated 9/18/14, with a cover sheet prepared by Stantec dated 10/8/15. We would like to offer the following comments: 1. On a future submission, please indicate the Total Impervious Area, as well as Proposed New Impervious Area and Redeveloped/Substantially Reconstructed Existing Impervious Surface, as defined in the City's Land Development Regulations (LDRs). For projects where the combination of New Impervious Area and Redeveloped/Substantially Reconstructed Existing Impervious Surface is equal to or greater than 5,000 sf, the application must meet the requirements of Section 12. 03(C) of the LDRs. If the area of the lot or parcel being redeveloped or substantially reconstructed is less than 50% of the lot's existing impervious surface area, then only those portions of the lot or parcel that are being redeveloped or substantially reconstructed must comply with all parts of Section 12. 03(C) of the LDRs. If the area of the lot or parcel being redeveloped or substantially reconstructed exceeds 50% of the lot or parcel's existing impervious surface area, then all of the lot or parcel's impervious surfaces must comply with all parts of Section 12. 03(C) of the LDRs. All new impervious surfaces must comply with Section 12. 03(C). Please refer to the Draft Land Development Regulations Approved by the Planning Commission November 10, 2015 for these requirements. Thank you for the opportunity to comment, Dave David P. Wheeler Assistant Stormwater Superintendent Department of Public Works Citv of South Burlington 104 Landfill Road South Burlington, VT 05403 (802) 658-7961 Ext. 113 www.sburi.com io Notice - Under Vermont's Public Records Act, all e-mail, a -mad attachments as well as paper copies of documents received or prepared for use in matters concerning City business. concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law If you have received this message in error, please notify us immediately by return email Thank you for your cooperation Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 01/06/16 Comments Due: ASAP Project Description/Meeting Date: Sketch plan application #SD-15-47 of City of Burlington/Burlington International Airport to amend a previously approved plan for an airport complex. The amendment consists of: 1) razing an existing car wash facility, 2) constructing a new 11,665 sq. ft. auto rental car wash facility, and 3) constructing a 5,970 sq. ft. 12 position fueling canopy, 1200 Airport Drive. Other Notes: Meeting date is 02/02/16 V Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 01/06/16 Comments Due: ASAP Project Description/Meeting Date: Sketch plan application #SD-15-47 of City of Burlington/Burlington International Airport to amend a previously approved plan for an airport complex. The amendment consists of: 1) razing an existing car wash facility, 2) constructing a new 11,665 sq. ft. auto rental car wash facility, and 3) constructing a 5,970 sq. ft. 12 position fueling canopy, 1200 Airport Drive. Other Notes: Meeting date is 02/02/16 R CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 1 Ith day of January, 2016, a copy of the foregoing public notice for Sketch plan application #SD-15-47 of City of Burlington/Burlington International Airport to amend a previously approved plan for an airport complex. The amendment consists of: 1) razing an existing car wash facility, 2) constructing a new 11,665 sq. ft. auto rental car wash facility, and 3) constructing a 5,970 sq. ft. 12 position fueling canopy, 1200 Airport Drive was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: See attached list. Dated at South Burlington, Vermont, this 11th day of January, 2016. Printed Name: Jon Leinwohl Phone number and email: 802-864-0223; ion.leinwohl(&stantec.com Signature: Date: January 11, 2016 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev 1-2012 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning southburlington PLANNING & ZONING AGENDA South Burlington Development Review Board City Hall Conference Room, 575 Dorset Street, South Burlington, VT Tuesday, February 2, 2016 7:00 p.m. 1. Additions, deletions, or changes in order of agenda items. 2. Comments and questions from the public not related to the agenda. 3. Announcements 4. Site plan application #SP-15-79 of Jon Svitarsky to amend a previously approved plan for a 7,020 sq. ft. building used as a radio and television station. The amendment consists of converting the building to a Group Home (community residence) use to house a maximum of 25 residents, 372 Dorset Street. 5. Sketch plan application #SD-15-47 of City of Burlington/Burlington International Airport to amend a previously approved plan for an airport complex. The amendment consists of: 1) razing an existing car wash facility, 2) constructing a new 11,665 sq. ft. auto rental car wash facility, and 3) constructing a 5,970 sq. ft. 12 position fueling canopy, 1200 Airport Drive. 6. Site plan application #SP-16-01 of The Village at Dorset Park Homeowners Association to amend a previously approved plan for a 167 unit residential complex. The amendment consists of upgrading the community stormwater system, Swift Street Extension. 7. Minutes of December 15, 2015 & January 5, 2016. 8. Other business. Respectfully Submitted, Raymond J. Belair Administrative Officer Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. South Burlington Development Review Board Meeting Participation Guidelines The Development Review Board (DRB) presents these guidelines for the public attending Development Review Board meetings to insure that everyone has a chance to speak and that meetings proceed smoothly. The DRB is a Quasi -Judicial Board that oversees the approval of development projects within the City. It is made up of citizens appointed by the City Council. The role of the DRB is to hear and review applications for development under the applicable regulations. The DRB can only approve applications that comply with the applicable bylaw or state law, and the board can only levy conditions that are permitted under the bylaw. By the same token, if a protect meets the applicable bylaw criteria, the DRB is bound by law to grant the approval. 1 The Board asks that all participants at meetings be respectful of Board members, staff, applicants and other members of the public present at the meeting. 2. Initial discussion on an agenda item will generally be conducted by the Board and the applicant. As this is our opportunity to engage with the subject, we would like to hear from all Board members first. After the Board members have discussed an item, the Chair will open up the floor for public comment. Please raise your hand to be recognized to speak and the Chair will try to call on each participant in sequence. 3. Once recognized by the Chair, please identify yourself to the Board. 4. If the Board suggests time limits, please respect them. Time limits will be used when they can aid in making sure everyone is heard and sufficient time is available for Board to hear all items on the agenda 5. Side conversations between audience members should be kept to an absolute minimum. The hallway outside the Community Room is available should people wish to chat more fully 6. Please address the Chair Please do not address other audience members or staff or presenters and please do not interrupt others when they are speaking. The Chair will direct responses from applicable people as needed. 7 Make every effort not to repeat the points made by others and keep your comments germane to the issue before the board. S The Chair will make reasonable efforts to allow everyone who is interested in participating to speak once before speakers address the Board for a second time. 9. Comments may be submitted before or during the course of a single or mUti-meeting public hearing to the Planning and Zoning Department. All comments should identify what application the correspondence is in reference to. All written comments will be circulated to the DRB and kept as part of the official records of meetings Comments must include your first and last name and a contact (e-mail, phone, address) to be included in the record. 10 Please note that once a public hearing has been closed by the ORB, no further comments can be accepted, in accordance with state law. Burlington International Airport Landowners Adjoining Airport Property South Burlington Grand List for 2014 - 2015, opened 04 June 2015, Adjoining Landowner list updated PARCEL ID N OWNER Mailing Address: From City of South Burlington websrte and other sources Property Address Address City State Zip 911 ADDRESS CITY STATE ZIPCODE 1810-03000 3000 WILLISTON RD LLC C/O FREDERIC LOWFA 1852 TEXAS HILL ROAD HINESBURG VT 05461 3000 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-03065 3065 WILLISTON RD LLC 3069 WILLISTON ROAD SOUTH BURLINGTON VT 05403 _ 05403 3065 WILLISTON RD SOUTH BURLINGTON SOUTH BURLINGTON _ VT_ _ VT 05403 _ 05403 1810-03069 3069 WILLISTON ROAD LLC 3069 __ _ __ WILLSTON ROAD OUTH B SURLINGTON VT 3D69 WILLISTON RD 0200-00008 A S C REALTY LLC C/O OMEGA ELECTRIC CONSTRUCTION CO 31 COMMERCE AVENUE SOUTH BURLINGTON VT 05403 8 BERARD DR SOUTH BURLINGTON VT 05403 0020-00221 ADAMS PAUL G TRUST 1215 AIRPORT PKWY SOUTH BURLINGTON VT D5403 221 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0020-00223 ADAMS PAUL G TRUST 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 223 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0020-01215 ADAMS PAUL G TRUST 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1215 AIRPORT PKWY SOUTH BURLINGTON _ VT 05403 1060-46-48 ADAMS PAUL G TRUST _ 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 46-48 LOGWOOD ST SOUTH BURLINGTON VT 05403 0010-01083 ADAMS RONALD C 3 RUTH A 1083 137 AIRPORT DR _SOUTH BURLINGTON VT 05403 1083 AIRPORT DR SOUTH BURLINGTON VT 05403 0490-00137 ARRANTS STEPHEN P JR _ _ _ _ COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 137 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 0010-01195 ASHTON THERESA d MICH_AEL 1195 AIRPORT DR SOUTH BURLINGTON VT _05403 1195 AIRPORT DR SOUTH BURLINGTON _ _VT 05403 1810-01900 AUDETTE ROBERT J TRUSTEE AUDETTE ANNE W TRUSTEE 41 _ PETERSON TERRACE SOUTH BURLINGTON VT 1 05403 1900 WILLISTON RD SOUTH BURLINGTON VT 05403 0200-00004 AYER PATRICK BRIAN MASLACK AYER TER ESE PO BOX 9451 SOUTH BURLINGTON VT 05407 4 BERARD DR SOUTH BURLINGTON VT 05403 0200-00025 BARNIER SCOTT 8 BARBARA 20 JACKSON STREET ESSEX JUNCTION VT 5452 25 BERARD DR SOUTH BURLINGTON VT 0540• 1810-01907 BARRY BRUCE 1907 WILLISTON RD SOUTH BURLINGTON VT 1 05403 1907 WILLISTON RD SOUTH BURLINGTON VT 0541 064MO102 BELTER JOHN H JR d JOYC_E N 2 COUNTRY CLUB DR EAST _ SOUTH BURLINGTON VT 05403 102 ETHAN ALLEN DR SOUTH BURLINGTON VT 0540, 0020-00615 BERGER RUSSELL G III _ 615 AIRPORT PKWY SOUTH BURLINGTON VT 05403 615 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1060-00042 BOARDMAN WILLIAM M R CYNTHIA D 42 LOGWOOD ST SOUTH BURLINGTON VT 05403 42 DOGWOOD ST SOUTH BURLINGTON VT 05403 0590-ODO65 BOUFFARD MARGARET M. PATRICK C, JOSEPH N 65 DUMONT AVE SOUTH BURLINGTON VT 05403 65 DUMONTAVE SOUTH BURLINGTON VT 05403 1520-00009 BRADY GEORGE J C/O MERCHANTS TRUST CO_ PO BOX 8490 BURLINGTON __ SOUTH BURLINGTON VT VT 05402 05403 9 11 SHAMROCK RD SOUTH BURLINGTON VT 05403 0435-00011 BRUSOE ALAN L SOUTIERE ANN M _ 11 _ _ _ _ MAYFAIR STREET COMMERCE AVE SOUTH BURLINGTON VT 05403 049D-00141 BURT RUSSELL d KAREN L 141 COUNTRY CLUB DR EAST _ —SOUTH BURLINGTON VT _ 05403 141 COUNTRY CLUB DR EAST SOUTH BURLINGTON _ _ VT _ _ 054D3 0300-00003 CALKINS FAMILY LIMITED PARTNERSHIP 1835 _ SPEAR STREET SOUTH BURLINGTON VT D5403 3 CALKINS CT SOUTH BURLINGTON VT 05403 0300-00005 CALKINS FAMILY LIMITED PARTNERSHIP 1835 SPEAR STREET SOUTH BURUNGTON VT 05403 5 CALKINS CT SOUTH BURLINGTON VT 05403 0020-00165 CARTER RICHARD G 165 AIRPORT PKWY SOUTH BURLINGTON VT 05403 165 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1810-03017-2 CHOINIERE PROPERTIES LLC 17 HARBOR WATCH ROAD BURLINGTON VT 05401 3017 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-03017 IMPORTED CAR CENTER, INC PO BOX 1077 WILLISTON VT 05495 3017 WILLISTON RD SOUTH BURLINGTON VT 05403 0200-00021 CLIFTON DAVID L 8 MA W PO BOX 9476 SOUTH BURLINGTON VT 05407 21 BERARD DR SOUTH BURLINGTON VT 05403 0590-00032 DEFORGE GARY J _ _ 32 DUMONT AVE SOUTH BURLINGTON VT 05403 _ 32 DUMONT AVE -SOUTH BURLINGTON VT 05403 0990-00199 DEGRECHIE PAUL R 8 MICHELLE M 199 KIRBY RD SOUTH BURLINGTON 05403 199 KIRBY RD SOUTH BURLINGTON VT 05403 1810-01944 DESARNO DAVID C TRUST 4 LADD POINT ROAD D GRAND ISLE 05458 1944 WILLISTON RD LOGWOOD ST _ _SOUTH BURLINGTON SOUTH BURLINGTON VT 05403 1060-00030 _ DUHAMEL YVETTE I _ 30 _ LOGWOOD ST SOUTH BURLINGTON 05403 30 VT 05403 106MOD24 DUNN, DAWN CHAMPION PAUL R 24 LOGWOOD ST SOUTH BURLINGTON 05407 24 LOGWOOD ST SOUTH BURLINGTON VT 05403 0020-01205 ENTERTAINMENT UNLIMITED LLC 20 BISBEE ROAD _ _ VERGENNES FFL 05491 1205 AIRPORT PKWY SOUTH BURLINGTON_ _ VT 05403 1810-01890 FARGNOLI ASSOCIATES LLC 485 _ KIMBERLY DRIVE MELBOURNE 32940 1890 WILLISTON RD SOUTH BURLINGTON VT 054031 D60-00022 FELBER MICHAEL 22 LOGWOOD ST SOUTH BURLINGTON 05403 22 LOGWOOD ST SOUTH BURLINGTON VT_ 054030590-00060 FOLEYJOAN B 60 DUMONT AVE SOUTH BURLINGTON 05403 60 DUMONT AVE SOUTH BURLINGTON054030490-00133 A & KIMBERLY A 133 COUNTRY CLUB DR EAST SOUTH BURLINGTON 05403 133 COUNTRY CLUB DR EAST SOUTH BURLINGTON_ _ _ VT _ 05403 1060-00034 GARNEAU RYAN d KATHRYN 34 DOGWOOD ST SOUTH BURLINGTON VT 05403 34 DOGWOOD ST SOUTH BURLINGTON VT 05403 0590-00044 GARVEY EDWARD W 6 PATRICIA G 44 DUMONT AVE SOUTH BURLINGTON VT 05403 44 DUMONT AVE SOUTH BURLINGTON VT 05403 1810-03097 HENNIGAR HOLDINGS LLC PO BOX 8564 DEERFIELD BEACH FL 33M3 3097 WILLISTON RD SOUTH BURLINGTON VT 05403 002D-01225 HENRY MAUREEN C C/O THE MEDICAL STORE LTD 1225 AIRPORT PARKWAY SOUTH BURLINGTON VT 05403 1225 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1060-00016 HOBBS JAMES E 8 SHERRIE L 16 LOGWOOD ST SOUTH BURLINGTON VT 05403 16 LOGWOOD ST SOUTH BURLINGTON VT 05403 181D-01795 INVESTORS 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05403 1130-00053 LUONG NGUYET T 53 MARYLAND ST SOUTH BURLINGTON VT D5403 53 MARYLAND ST SOUTH BURLINGTON VT 05403 1060-00038 MAILLE GEORGE A JR A CHARLENE DOGWOOD_ ST _ SOUTH BURLINGTON VT 05403 38 LOGWOOD ST SOUTH BURLINGTON VT 05403 0490-00129 OSBORNE, TYLER d HEATHER D COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 129 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 0990-00184 MARCOTULUO JOSEPH KIRBY RD SOUTHBURUNGTON VT _05403 184 KIRBY RD SOUTHBURUNGTON VT 05403 0200-00014 MOVABLE PEAKS BERARD DR SOUTH BURLINGTON VT 05403 14 BERARD DR SOUTH BURLINGTON VT 05403 1810-02040 SOUTH BURLINGTON REALTY CO C/O R L VALLEE INCSOUTH A5576 PO BOX 2204 SOUTH BURLINGTON VT 05407 2040 WILUSTON RD SOUTHBURLINGTON_ SOUTH BURLINGTON _VT VT 054031810-01801 05403 O'BRIEN BROTHERS LLC MAIN STREET ST ALBANS VT 05478 1801 WILLISTON RD 1810-01855 O'BRIEN BROTHERS LLC C/O O'BRIEN BROTHERSWILLISTON ROAD SOUTH BURLINGTON VT 05407 1855 WILLISTONRD SOUTH BURLINGTON VT 05403 1280-00015 PALMER ALAN D d CHRISTINE L DORSET STREET SHELBURNE VT 05482 15 PALMER HGTS SOUTH BURLINGTON VT 0540312B0-00025 PALMER ALAN D 6 CHRISTINE L DORSET STREET SHELBURNE VT 05402 25 PALMER HGTS SOUTH BURLINGTON VT D5403 0020-01235 PMP REALTY LLC PO BOX 600 GARDINER ME 04345 1235 AIRPORT PKWY SOUTH BURLINGTON VT D5403 0010-01155 PROULX GERARD E 6 SUSAN F 1155 AIRPORT DR SOUTH BURLINGTON VT 05403 1155 AIRPORT DR SOUTH BURLINGTON VT 05403 V\19531acLve\1959111130,, 1on1 W.h PIAnAbWers hst_Macler_09-2015� abun 1019/2015 Burlington International Airport Landowners Adjoining Airport Property South Burlington Grand List for 2014 - 2015, opened 04 June 2015, Adjoining Landowner list updated PARCEL ID N OWNER Mailing Address: From City of South Burlington websrte and other sources Pro a Address Address City State Zip 911 ADDRESS CITY STATE ZIPCODE 0200-0OD29 QUARRY POINT PROPERTIES LLP BINGO SUPPLY OF VERMONT, INC _ 29 BERARD DR SOUTH BURLINGTON VT 05403 29 BERARD DR _ _SOUTH BURLINGTON SOUTH BURLNGTON VT _ VT 05403 6546 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CO INC— _ _ _ _ ROUTE 7 SHELBURNE VT 05482 52 AIRPORT BURLNGTON SOUTH BURLINGTON VT 05403 2000.HC-52 AVIATRON INC (US) 25 CUSTOMS DRIVE SOUTH BURLINGTON VT 05403 52 AIRPORT BURLNGTON _ SOUTH BURLINGTON VT 05403 2000-HC-52 2000-HC-52 DEEDS EDWARD A LANDVATER DARRYL V OLIVER WIGHT CO _ 85 CONVERSE BAY ROAD _ _ ALLEN MARTIN DRIVE CHARLOTTE VT 05407 _ 52 AIRPORT BURLINGTON SOUTH BURLINGTON VT 05403 05403 ESSEX JUNCTION VT 05407 52 AIRPORT BURLINGTON soufHFSUR toi i VT 2000-HC-52 WETHERBEE WILLIAM F 8 MIC_H_AEL_W _ 467 DEPOT ROAD _- _ COLCHESTER VT 05446 52 AIRPORT BURLINGTON SOUTH BURLINGTON VT 05403 2000.HC-52 WILLARD MALCOLM1 6991 NOB HILL ROAD WILLISTON VT 05495 52 AIRPORT BURLINGTON SOUTH BURLINGTON VT 05403 V \1953Uc1na\1%31113 1V .por1.ton pe A.\South Bu,br,;t nM.1.h PW.Abu t— b.t_M.M.r_0&2015I aWfi.. 10N/ml5 B URLINGTON INTERNATIONAL AIRPORT Ray Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 802-846-4106 January 11, 2016 Reference: BTV Airport Car Rental Quick -Turn -Around Facility (Fueling/Car Wash) Site Plan Submittal - # SD-15-47 Ray, Thank you for your help in processing these applications. Please find enclosed the additional costs for the sketch plan application of $114.00, check # 512032, as referenced in your January 4 t h email. feel free to call us anytime and thank you for your guidance, Dke'ctor of Planning and Development 802-503-7368 1200 Airport Drive, # 1 South Burlington, Vermont 05403 Phone: (802) 863-2874 (TTY) Fax: (802) 863-7947 www.btv.aero The Burlington /nternation,7/Airport, City ofBurlington is an Equal Opportunity Employer Burlington International Airport Landowners Adjoining Airport Property South Burlington Grand List for 2014 - 2015, opened 04 June 2015, Adjoining Landowner list updated PARCEL ID S OWNER Mailing Address: From City of South Burlington website and other sources Property Address 1810-03000 3000 WILLISTON RD LLC C/O FREDERIC LOWEA Address 1852 TEXAS HILL ROAD C Ity ESBURG State VT Zip 05461 911 ADDRESS 3000 WILLISTON RD CITY SOUTH BURLINGTON STATE ZIPCODE 1810-03065 3069 WILLISTON RO LLC _ __ 3069 _ WILLISTON ROAD _HIN _ SOUTH BURLINGTON VT 05403 3065 WILLISTON RD SOUTH BURLINGTON VT VT 05403 05403 1810-03008 TON ROAD LLC 3031 ROAD SOUTH BURLINGTON VT 05403 3069 WILLISTON RD SOUTH BURLINGTON VT 05403 0220-00008 A & REALWILLI A & C REALTY LLC C/O OMEGA ELECTRIC CONSTRUCTION CO 31 COMM RC COMMERCE AVENUE SOUTH BURLINGTON VT 05403 8 BERARD DR SOUTH BURLINGTON VT 05403 0020-00221 ADAMS PAUL G TRUST 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 221 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0020-00223 ADAMS PAUL G TRUST 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 223 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0020-0 2215 ADAMS PAUL G TRUST 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1060-46-48 ADAMS PAUL G TRUST_ -- - 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