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Home My WebLink AboutMinutes - Development Review Board - 05/16/2017DRAFT MINUTES DEVELOPMENT REVIEW BOARD 16 MAY 2017 The South Burlington Development Review Board held a regular meeting on Tuesday, 16 May 2017, at 7:00 p.m., in the Conference Room, City Hall, 575 Dorset Street. MEMBERS PRESENT: B. Miller, Chair; J. Smith, D. Parsons, M. Cota, Behr ALSO PRESENT: R. Belair, Administrative Officer; C. Snyder, B. McKenney, A. Dandreta, J. Lowell, A. Rowe, T McKenzie, J. Larose, C. Frank, M. Janswold, J. Beck, L. Bresee, R. Neuer, D. Leban, B. Nowak, T. Barritt 1. Directions on emergency evacuation procedures from conference room: Mr. Miller provided directions on evacuation procedures in the event of an emergency. 2. Additions, deletions, or changes in order of agenda items: No changes were made to the Agenda. 3. Comments & Questions from the public not related to the Agenda: No issues were raised. 4. Announcements: No announcements were made. 5. Miscellaneous application #MS-17-02 of Snyder-Braverman Development Co., LLC, to allow encroachment into a Class III wetland and wetland buffer 6 Market Street: Mr. Snyder said the project is in the Form Base Code zoning district. They are impacting a class III wetland adjacent to the school parking lot. There is no State jurisdiction over a class III wetland. Mr. Miller noted memos from various agencies raising no issues. Mr. Cota moved to close #MS-17-02 of Snyder-Braverman Development Co. Ms. Smith seconded. Motion passed 5-0. 6. Site Plan Review Application #SP-17-21 of Matri Health Care for Women to amend a previously approved plan for a 10,725 sq. ft. medical office building. The amendment is to expand the parking area to add 35 spaces, 185 Tilley Drive: Mr. Larose said that in addition to expanding the parking lot, they will also expand the stormwater pond. He noted that couples are taking 2 vehicles to appointments instead of the anticipated one which has resulted in cars being parked where they shouldn’t be. The additional parking is to address this. Mr. Behr asked if the building was built to accommodate additional stories. Mr. Larose said it was not. No other issues were raised. Mr. Cota moved to close #SP-17-21 of Matri Health Care for Women. Mr. Parsons seconded. Motion passed 5-0. 7. Conditional use application #CU-17-05 of Martin Foods of South Burlington, LLC to amend a previously approved plan for a 107,650 sq. ft. shopping center. The amendment consists of redevelopment of the property to include: 1) new site lighting, 2) reconstruction of the parking lot to include curbed islands and landscaping and 3) improved perimeter drive, 935 Shelburne Road; and 8. Sit Plan Application #SP-17-22 of Martin Foods of South Burlington, LLC, to amend a previously approved plan for a 107,650 sq. ft. shopping center. The amendment consists of redevelopment of the property to include: 1) new site lighting, 2) reconstruction of the parking lot to include curbed islands and landscaping, and 3) improved perimeter drive, 935 Shelburne Road: Ms. Dandreta reviewed the history of the property and noted that they will be locating the Hanaford’s store from Hanaford Drive to the “K‐Mart Plaza.” The lease with K-Mart ended last year. This will be a new, larger Hanaford’s plus rental spaces. Mr. McKenney showed a plan of the site with the existing buildings and the existing parking lot. The site layout will remain the same. They will add a number of curbed islands in the parking lot. There will also be better definition of the perimeter road to Queen City Park Road. There will be sidewalks on the perimeter road and up to the buildings. To the rear of the supermarket, they will remove 2 small appendages from the building and will add a receiving area and dock. Electrical, sewer and water remain the same. The fire hydrant will be moved a bit to the north. Gas service will remain the same. They will be raising the grade to address a dip in the parking lot. They will also add a retaining wall, 6 feet high at its highest point. Mr. McKenney showed the location of this wall. There will be a new stormwater system with detention and treatment. This will result in a 70% reduction in the rate of runoff. Phosphorus will be reduced by 25%. There will also be a ½ acre reduction of impervious on the site. Mr. McKenney indicated that the infiltration system originally permitted under UIC Permit #6-0079 was not on this property and therefore not the responsibility of the owner of this property to maintain. Staff will confirm this with the stormwater division. Lighting will be upgraded to a new LED system. There will be 14-foot high ornamental fixtures along the front of the store. There will also be separate lighting on the perimeter drive. They will add about 100 trees throughout the parking lot (2-1/2 inch caliper) and will line the perimeter drive with trees. There will also be landscaping in front of the buildings. Mr. McKenney noted that staff requested a more pedestrian friendly streetscape. The sidewalk will be 24-feet wide instead of 12 feet. There will also be landscaping along the sidewalk as well as bike racks, seating, and decorate bollards. The sidewalk will be of varied colors of stained concrete. They are proposing a “Hanafords to Go” with a 10‐foot wide space dedicated to pick‐up of phone orders. Mr. McKenney showed the existing storefront and the concept for building improvements with a variety of materials. A parking waiver of 10.5% is being requested. Staff supports this. There will also be designated spaces for “park and ride.” Building height will increase to 37’6” with a tower element, but they are still within the 40‐foot limit to the mid‐point of the roof. Changes in tree variety have been made to address issues raised by the City Arborist. They will comply with all stormwater comments and will maintain the stormwater system as requested. Mr. McKenney then showed the applicant’s concept for a pedestrian cross‐walk. He felt this is safer than staff’s concept. He believed that staff supports the new concept. They will continue the bike lanes as requested. Mr. Belair said staff is OK with this. The applicant will also comply with the types of bike racks requested by staff. To comply with the Fire Chief’s request, there will be signed fire lane along the front of the stores. An irrevocable offer of dedication for the perimeter road will be given to the city. The width of the road will be agreed upon. The applicant will, however, continue to own and maintain the road; if they do not maintain it, the city can take the road. This arrangement has worked for other properties. The snow storage/removal plan was reviewed by staff. Mr. Cota asked if the current Hanafords will operate until the new one opens. Mr. McKenney said it will. Ms. Smith asked about a time-line. Mr. McKenney said they are “eager.” Mr. Behr felt this was an admirable redevelopment of the site. Members of the Bike/Ped Committee expressed concern with accommodations for pedestrians and bikers. They were particularly concerned with a continuation of the bike lane on the east side as well as the west side of the property. Mr. Barritt noted there is no shoulder there, and he didn’t feel there was room for a bike lane. Mr. Breese noted that if you’re coming south and are riding with the traffic, the bike lane disappears. Mr. Miller suggested signage to indicate that bikes and cars share the lane. Mr. Behr suggested possibly eliminating one lane of parking so as to accommodate a bike lane in each direction. The applicant was concerned with having adequate parking since they don’t know who will be renting the retail spaces. Mr. Miller calculated that would result in a 3% loss of spaces. Mr. Breese felt that 4 feet on each side was better than 5+ feet on one side. Mr. Neuer noted a conflicting situation for cyclists because of the left turn lane. He felt that even a narrower lane on each side would be better. Ms. Frank said anything that would keep the bike lane from disappearing would be better. Mr. Barritt asked about a sidewalk at the south end of the property. The applicant said this is off their property. Mr. Barritt expressed disappointment that there is nothing “innovative” in the proposal. He specifically noted a south facing lot with no solar options. Mr. Breese asked if there will be a mailbox as there is at the existing store. Mr. Dandreta did not know. Mr. Breese also noted a study of the site done a few years ago and suggested the applicant review that as there were some good ideas. Mr. Parsons felt this plan was a great improvement, but he echoed Mr. Barritt’s concern with innovation. He felt this is an important thoroughfare from Burlington south. Mr. Baer agreed. The applicant agreed to continue the applications to consider the Board’s comments/concerns. Mr. Cota moved to continue #CU-17-05 and #SP-17-22 of Martin Foods of South Burlington to 6 June 2017. Ms. Smith seconded. Motion passed 5-0. 9. Minutes of 2 May 2017: Mr. Cota moved to approve the Minutes of 2 May 2017 as written. Ms. Smith seconded. Motion passed unanimously. 10. Other Business: No other issues were raised. As there was no further business to come before the Board, the meeting was adjourned by common consent at 8:19 p.m. , Clerk _________6/6/2017____________________________ Date DRAFT MINUTES Published by ClerkBase ©2019 by Clerkbase. No Claim to Original Government Works. #MS-17-02 - 1 – CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING SNYDER-BRAVERMAN DEVELOPMENT CO., LLC – 146 MARKET STREET MISCELLANEOUS APPLICATION #MS-17-02 FINDINGS OF FACT AND DECISION Miscellaneous application #MS-17-02 1 of Snyder-Braverman Development Co., LLC to allow encroachment into a class III wetland and wetland buffer, 146 Market Street. The Board held a public hearing on May 16, 2017. The applicant was represented by Andy Rowe. Based on the plans and materials contained in the document file for this application, the Board finds, concludes, and decides the following: FINDINGS OF FACT & CONCLUSIONS OF LAW 1. The applicant, Snyder-Braverman Development Co., LLC, seeks miscellaneous approval to allow encroachment into a class III wetland and wetland buffer, 146 Market Street. 2. The owner of record of the subject property is South Burlington City Center, LLC. 3. The subject property is located in the City Center Form Based Code Transect 5 (T5) and Transect 4 (T4) Districts. 4. The application was received on April 14, 2017 5. The plan submitted is entitled “Lands of South Burlington City Center, LLC Market Street South Burlington, VT Subdivision Plat” prepared by Lamoureux & Dickinson Consulting Engineers, Inc., dated 7/15/14 and last revised on 4-12-17. 6. The wetland and wetland buffer are small and isolated. They are class III wetlands and will be entirely filled in as part of a development project. 7. The applicant is not required to obtain from the Agency of Natural Resources (ANR) a Vermont Individual Wetland Permit, as the wetland to be encroached is a class III wetland which does not come under the jurisdiction of this state agency. 12.02 Wetland Protection Standards and Review Procedures A. Purpose. It is the purpose of this Section to provide appropriate protection of the City’s wetland resources in order to protect wetland functions and values related to surface and ground water protection, wildlife habitat, and flood control. B. Comprehensive Plan. These regulations hereby implement the relevant provisions of the City of south Burlington adopted comprehensive plan and are in accord with the policies set forth therein. #MS-17-02 - 2 – C. Wetlands Map and Applicability of Standards. (1) All wetland areas within the City of South Burlington, whether identified on the map entitled “Wetlands Map” as set forth in Section 3.02 of these regulations or as identified through field delineation, and a buffer area fifty (50) feet horizontal distance surrounding the boundary of any such wetland, shall be subject to the provisions of this section. (2) In the absence of site-specific delineations, the City’s Wetlands Map shall control as to the location of wetlands and wetland buffer areas subject to the provisions of this section. D. Submittal and Review of Field Delineation and Wetlands Report (1) For all properties for which any application for development requiring DRB review is made, and on which any wetland areas are indicated on the Wetlands Map, applicants are strongly encouraged to submit site specific field delineations indicating the location, classification, functions and values of all wetland areas (Class I, II and III) and an associated fifty (50) foot buffer area. In the absence of such site-specific delineations and information, the City’s Wetlands Map shall control. (2) Applicants are encouraged to submit a field delineation and wetlands report as early in the development review process as possible. (3) The DRB shall have the authority to invoke technical review by a qualified wetlands consultant of any field delineation and wetlands report. The City’s wetlands consultant shall submit an evaluation of the field delineation and wetlands report addressing the proposed development’s consistency with the standards in (D) above, and outlining the following: (a) Measures that can be taken to improve the overall effect of the project on wetland resources without altering the layout of the proposed project. (b) Measures that can be taken to improve the overall effect of the project on wetland resources that involve altering the layout of the proposed project. E. Standards for Wetlands Protection (1) Consistent with the purposes of this Section, encroachment into wetlands and buffer areas is generally discouraged. (2) Encroachment into Class II wetlands is permitted by the City only in conjunction with issuance of a Conditional Use Determination (CUD) by the Vermont Department of Environmental Conservation and positive findings by the DRB pursuant to the criteria in (3) below. (3) Encroachment into Class II wetland buffers, Class III wetlands and Class III wetland buffers, may be permitted by the DRB upon finding that the proposed project’s overall development, erosion control, stormwater treatment system, provisions for stream buffering, and landscaping plan achieve the following standards for wetland protection: (a) The encroachment(s) will not adversely affect the ability of the property to carry or store flood waters adequately; #MS-17-02 - 3 – In a letter dated 4/14/17, the applicant stated the following: (b) The encroachment(s) will not adversely affect the ability of the proposed stormwater treatment system to reduce sedimentation according to state standards; In a letter dated 4/14/17, the applicant stated the following: (c) The impact of the encroachment(s) on the specific wetland functions and values identified in the field delineation and wetland report is minimized and/or offset by appropriate landscaping, stormwater treatment, stream buffering, and/or other mitigation measures. In a letter dated 4/14/17, the applicant stated the following: The DRB finds that the proposed project’s overall development, erosion control, stormwater treatment system, provisions for stream buffering, and landscaping plan will achieve the standards for wetland protection listed above. As indicated above, the applicant is not required to obtain a Vermont Individual Wetlands Permit from the state (formerly known as a Conditional Use Determination). The applicant submitted a memorandum from VHB dated April 7, 2017 which summarizes the results of the wetland delineations conducted by the Environmental Scientist described above. DECISION Motion by _____________, seconded by ______________, to approve miscellaneous application #MS-17-02 of Snyder-Braverman Development Co., LLC, subject to the following conditions: #MS-17-02 - 4 – 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. This project shall be completed as shown on the plan submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 4. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to use of the gas lines. Mark Behr Yea Nay Abstain Not Present Matt Cota Yea Nay Abstain Not Present Frank Kochman Yea Nay Abstain Not present Bill Miller Yea Nay Abstain Not Present David Parsons Yea Nay Abstain Not Present Jennifer Smith Yea Nay Abstain Not Present John Wilking Yea Nay Abstain Not Present Motion carried by a vote of X– 0 – 0 Signed this ____ day of __________________ 2017, by _____________________________________ Bill Miller, Chair Please note: An appeal of this decision may be taken by filing, within 30 days of the date of this decision, a notice of appeal and the required fee by certified mail to the Superior Court, Environmental Division. See V.R.E.C.P. 5(b). A copy of the notice of appeal must also be mailed to the City of South Burlington Planning and Zoning Department at 575 Dorset Street, South Burlington, VT 05403. See V.R.E.C.P. 5(b) (4)(A). Please contact the Environmental Division at 802-828-1660 or http://vermontjudiciary.org/GTC/environmental/default.aspx for more information on filing requirements, deadlines, fees and mailing address. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.477.2241 to speak with the regional Permit Specialist. 40 IDX Drive, Building 100 Suite 200 South Burlington, Vermont 05403 To:Cathedral Square Residential Project File Date: DRAFT: April 7, 2017 Project #: 57943.01 From:Patti B. Kallfelz-Werts, Environmental Scientist Re: Wetland and Waters Assessment Memorandum On behalf of the Snyder-Braverman Development Company (“Client”), VHB prepared this memorandum and supporting attachments to summarize the results of wetland and other waters of the U.S. (“waters”, i.e., streams) delineations conducted within the Study Area. The Client is proposing to construct a mixed-use building consisting predominantly of mixed-income housing for people over 55 years of age (“Project”). The building will include non- residential use space on the ground floor including a wellness center and conference room, and office lease space. PROJECT DESCRIPTION The Project is anticipated to start construction in 2017 and will consist of building construction within an approximately 1.3-acre Study Area located within South Burlington’s T-5 City Center District. The proposed development will also include 30 underground, six (6) covered, and seven (7) surface parking spaces. Access to the Project’s underground parking garage will from the existing driveway to the Marcotte School, controlled by Applicant and Owner of Record. Each parking location has been designed specifically to meet the objectives of the Form Based Code, including adequate setbacks, screening, and landscaping. SITE DESCRIPTION The Study Area occurs in the Champlain Valley biophysical region of Vermont, within the Lake Champlain and Winooski River sub-basins of the Winooski River Watershed and the Shelburne Bay Watershed (HUC 8 #: 04150408 and 04150403). The Study Area is predominantly undeveloped forest and shrub land bounded by residential and industrial land use. Dominant woody species within the Study Area include gray birch (Betula populifolia) and glossy buckthorn (Frangula alnus). Dominant herbaceous species within the Study Area include reed canary grass (Phalaris arundinacea), and Canada goldenrod (Solidago canadensis). The overall site is generally flat with onsite elevations between 310 and 312 feet above sea level (“asl”). The Natural Resources Conservation Service (“NRCS”) has mapped the dominant soils within the Study Area as Adams and Windsor loamy sands and Au Gres fine sandy loam. WETLAND/WATERS DELINEATION METHODOLOGY AND RESULTS Identification of wetlands and waters was conducted per the federal and state technical criteria and methods currently required by the U.S. Army Corps of Engineers (“USACE”). The wetland and waters assessment was completed by VHB on November 6, 2012. Wetland classification was assessed per the Vermont Wetland Rules (“VWR”) (NRB 2010) at the time of the delineation. Since then, the Vermont Agency of Natural Resources (“ANR”) has updated the VWR (ANR 2017); after reviewing the wetland classification against the 2017 VWR. VHB determined classifications did not change. Wetland identification/delineation requires the determination of three parameters to confirm the presence of wetlands: hydric soils, hydrophytic vegetation, and wetland hydrology. Under normal circumstances, all three parameters must be present for an area to qualify as a wetland under this method. The results of the wetland and waters delineation are shown on the Wetlands/Waters Assessment Map in Attachment 1. Representative photographs of the wetland and waters assessment are in Attachment 2. Cathedral Square Residential Project / Wetland and Waters Delineation Summary Memorandum Ref: 57943.01 Page 2 of 4 April 7, 2017 As stated above, VHB Environmental Scientists conducted detailed field assessments of wetlands and waters within the Study Area in November 2012. Wetland delineations are made pursuant to applicable methodologies described in the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region Routine Determination Method (USACE 2011). Wetland boundaries are identified in the field with pink “wetland delineation” survey flagging. Field notes are taken to record information such as proposed wetland classifications, general characteristics, potential functions and values of the wetland, any unique qualities observed during the site assessment, along with other considerations relevant to support site findings. Wetlands are classified in accordance with the Classification of Wetlands and Deepwater Habitats of the United States (Cowardin et al. 1979). Wetland functions and values are evaluated based on the field notes and observations per the VWR,. When applicable, stream delineation flagging type is conducted pursuant to ANR Riparian Buffer Guidance (ANR 2005). Stream Top of Bank (“TB”) and Top of Slope (“TOS”) are flagged in the field per ANR Riparian Buffer Guidance. Stream TB and TOS are flagged on larger channels and stream center-line is flagged for smaller channels, and labeling includes the stream ID and flag number. Stream determinations and Ordinary High Water (“OHW”) width follows guidance provided in the United States Army Corps of Engineers (“USACE”) “Regulatory Guidance Letter: Subject- Ordinary High Water Identification” (USACE 2005). OHW limits are flagged when applicable, typically on larger stream features. Stream flow regimes are preliminarily classified as ephemeral, intermittent, or perennial and are determined based on qualitative observations of instream hydrology indicators at the time of observation, as well as geomorphic characteristics, and are subject to professional judgment. Wetlands and waters are located in the field using a Trimble® GPS unit capable of sub meter accuracy and post processed using Trimble® Pathfinder software. Wetlands As shown in the Wetlands/Waters Assessment Map in Attachment 1, there are no VSWI-mapped wetlands within the Study Area. The closest VSWI-mapped wetland is located approximately 850 feet south of the Study Area. It is VHB’s judgement that one area within the Study Area meets the three wetland parameters (dominance of hydrophytic vegetation, evidence of hydrology, and hydric soils) are met and may be subject to federal jurisdiction and would be Class III pursuant the VWR. VHB flagged and assessed the potential wetland area as 2012-RS-8 (see USACE Wetland Determination Data Forms in Attachment 3 and Summary of Delineated Wetlands in Attachment 4). The feature is located in the central portion of the Study Area and generally provides the following VWR functions: Water Storage for Flood Water and Storm Runoff (5.1) and Surface and Ground Water Protection (5.2), both at lower, non-significant levels of function. The vegetation in 2012-RS-8 is predominantly herbaceous and scrub-shrub, with scattered trees throughout. Streams No channels mapped by the Vermont Hydrographic Dataset (“VHD”) are found within the Study Area. The closest VHD-mapped stream is an unnamed tributary to Potash Brook, which is located approximately 900 feet southeast of the Study Area. Additionally, during field surveys, VHB did not identify any stream channels within the Study Area. Cathedral Square Residential Project / Wetland and Waters Delineation Summary Memorandum Ref: 57943.01 Page 3 of 4 April 7, 2017 Endangered Species Endangered Species include those that are defined as “threatened” or “endangered” on the Vermont state endangered species list and the state threatened species list, and that are protected under the Vermont Endangered Species Rule. Those species protected under the federal Endangered Species Act are included as well. Rare, but otherwise not protected species are often included as part of a Project’s potential impacts to the natural environments. From a USFWS database review, the Project Study Area occurs in the known range for the federally threatened and Vermont-endangered northern long-eared bat (“NLEB”) (Myotis septentrionalis). No critical habitat within or adjacent to the Project has been designated for this species by USFWS (see Attachment 5) in the Project area. In general, tree clearing can have direct or indirect impacts to protected forest bats such as NLEB. VHB conducted a habitat assessment on March 16, 2017 to inspect trees within the Study Area that could be used by the NLEB. VHB located several potential roost trees (“PRTs”) within the Study Area. See the Cathedral Square Potential Bat Roost Tree Habitat Assessment Memorandum in Attachment 6 for more details. Attachments: 1. Wetland/ Waters Assessment Map 2. Representative Site Photographs 3. USACE Wetland Determination Data Forms 4. Summary of Delineated Wetlands Table 5. USFWS IPaC Official Species List – South Burlington, VT 6. Cathedral Square Potential Bat Roost Tree Habitat Assessment Memorandum (and Attachments) References: ANR. 2017. Vermont Wetland Rules. Effective April 1, 2017. Available online at: http://dec.vermont.gov/sites/dec/files/documents/WSMD_VermontWetlandRules_2010_7_16.pdf Cowardin, et al. 1979. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitat of the United States. US Fish and Wildlife Service. FWS/OBD-79/31. 103pp. NRCS, United States Department of Agriculture. Web Soil Survey. Accessed 3/20/2017. Available online at http://websoilsurvey.nrcs.usda.gov/. USACE. 2005. “Regulatory Guidance Letter. Subject: Ordinary High Water Mark Identification.” No. 05-05. Available online at: http://www.usace.army.mil/Portals/2/docs/civilworks/RGLS/rgl05-05.pdf. USACE. 2011. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region (Version 2.0), ed. J.S. Wakeley, R.W. Lichvar, and C.V. Noble. ERDC/EL TR-09-19. Vicksburg, MS: US Army Engineer Research and Development Center. Cathedral Square Residential Project / Wetland and Waters Delineation Summary Memorandum Ref: 57943.01 Page 4 of 4 April 7, 2017 USDA Web Soil Survey. 2017. Accessed online at: http://websoilsurvey.nrcs.usda.gov/app/HomePage.htm. ANR. 2005. Guidance for Agency Act 250 and Section 248 Comments Regarding Riparian Buffers. December 9, 2005. Available online at: http://www.anr.state.vt.us/site/html/buff/BufferGuidanceFINAL-120905.pdf. Vermont Natural Resources Board (NRB). 2010. Vermont Wetland Rules. Effective August 1, 2010. Available online at: http://www.nrb.state.vt.us/wrp/rulemaking/wetlands2010/filedruledocs/VWR%207-16-10.pdf \\vhb\proj\Vermont\57943.01 S Burl Cathedral Square\docs\memos\Cathedral Sq_Wetl-Waters Summary\Cathedral Sq_Wetl-Waters Summary_4-7-17.docx 2012-DP-2-Wet2012-DP-2-UpAdAFuDdAAuMARY STMARKETST2012-RS-8316312314312314310314310314312314 314314312312SOUTHBURLINGTONVCGICathedral Square Residential DevelopmentSouth Burlington, VermontWetlands/Waters Assessment MapSources:Background Imagery by VCGI (2013)VCGI (Vermont Center for Geographic Information - Various Dates)ANR (Vermont Agency for Natural Resources - Various Dates)FWD (Vermont Department of Fish & Wildlife - 2016) VHB - 2012-2017.Wetland Delineation by VHB (November 6, 2012)i010020050 FeetApril 05, 2017\\vtsbdata\projects\57943.01 S Burl Cathedral Square\GIS\Project\NRMap_CJS.mxdStudy AreaCopyright:© 2013 NationalGeographic Society, i-cubedStudy Area (VHB)Delineated Class II Wetland (VHB)*Delineated Class III Wetland (VHB)Class II Wetland Buffer (VHB)*Delineation Data Point Location (VHB) Delineated Stream (VHB)*VSWVSWI Wetlands (ANR)*River Corridor (ANR)*VHD Stream (VCGI)*VHD Waterbody (VCGI)*Ground Water Protection Area (ANR)*Surface Water ProtectionArea (ANR)*2' Contour (VCGI)NRCS Soil Boundary (VCGI)Parcel Boundary (VCGI)Town Boundary (VCGI)*Interstate*US Highway*State Highway*Town RoadCounty Boundary (VCGI)*Surface Water Protection Area (SPA): WSID: VT 0005092 Champlain Water District - Zone 3Study Area Latitude: 44°27'57.846"N Longitude: 73°10'39.526"W Area: 1.33 Acres*Feature does not occur within map extentSoil AbbreviationSoil Map UnitVermont Farmland ClassificationErodibility Ranking Area (acres)AdA Adams and Windsor loamy sands, 0 to 5 percent slopes Statewide not highly erodible 1.064Au Au Gres fine sandy loam Statewide not highly erodible 0.264NRCS Soils Information Representative Site Photographs Cathedral Square Market Street Project South Burlington, Vermont Photographs taken by VHB Environmental Scientists Chris Sheldon and Mitch Jackman on March 14 and 16, 2017 Page 1 of \\vhb\proj\Vermont\57943.01 S Burl Cathedral Square\SitePhotos Photograph 1. Representative view of the landscape surrounding wetland 2012- RS-8, looking east Photograph 2. Representative view of the landscape and Market Street surrounding wetland 2012-RS-8, looking west Photograph 3. Representative view of wetland 2012-RS-8, looking southeast Photograph 4. View of wetland 2012-RS-8 looking northeast with the school parking lot on the right and the stake that is in the snow bank representing the wetland boundary Photograph 5. View of a existing storm drain within the wetland 2012-RS-8 boundary, marked by the stake Photograph 6. View of the regenerating forest and onsite trash, looking towards Market Street ProjectSite: City/County: S.Burlington/Chittenden Samp.Date:11/6/2012 Applicant/Owner:CityofS.Burlington State:Vermont SamplingPoint: Investigator(s):R.Scott,N.Sibley Section,Township,Range: Landform(hillslope,terrace,etc.):Localrelief(concave,convex,none):Concave Slope(%): Subregion(LRRorMLRA): Lat:44°27'57.562"NLong:73°10'40.179"W Datum: SoilMapUnit:AuGresfinesandyloam NWIClass: Areclimatic/hydrologicconditionsonthesitetypicalforthistimeofyear?Yes (Ifno,explaininRemarks.) AreVegetation,Soil,orHydrologysignificantlydisturbed?No NormalCircumstances? AreVegetation,Soil,orHydrologynaturallyproblematic?No (Ifneeded,explainanyanswersinRemarks.) SUMMARYOFFINDINGSͲAttachsitemapshowingsamplepointlocations,transects,importantfeatures,etc. HydrophyticVegetationPresent? HydricSoilPresent?IsThisSampleAreaWithinaWetland?YES WetlandHydrologyPresent? Remarks: HYDROLOGY WetlandHydrologyIndicators: SecondaryIndicators(minimumoftworequired) PrimaryIndicators(minimumofoneisrequired;checkallthatapply)SurfaceSoilCracks(B6) X SurfaceWater(A1)X WaterͲStainedLeaves(B9) DrainagePatterns(B10) X HighWaterTable(A2) AquaticFauna(B13) MossTrimLines(B16) X Saturation(A3) MarlDeposits(B13) DryͲSeasonWaterTable(C2) WaterMarks(B1)X HydrogenSulfideOdor(C1) CrayfishBurrows(C8) SedimentDeposits(B2) OxidizedRhizospheresonLivingRoots(C3) SaturationVisibleonAerial(C9) DriftDeposits(B3) PresenceofReducedIron(C4) StuntedorStressedPlants(D1) AlgalMatorCrust(B4) RecentIronReductioninTilledSoils(C6) GeomorphicPosition(D2) IronDeposits(B5) ThinMuckSurface(C7) ShallowAquitard(D3) InundationVisibleonAerial(B7) Other(ExplaininRemarks) MicrotopographicRelief(D4) SparselyVegetatedConcaveSurface(B8)FACͲNeutralTest(D5) FieldObservations:5 SurfaceWaterPresent?X Depth(inches):8 WaterTablePresent?X Depth(inches):surface WetlandHydrologyPresent?YES SaturationPresent?X Depth(inches):surface DescribeRecordedData(streamgauge,monitoringwell,aerialphotos,previousinspections),ifavailable: Remarks: SOIL ProfileDescription:(Describetothedepthneededtodocumenttheindicatororconfirmtheabsenceofindicators.) Depth (in) % %Type1 Loc2 0Ͳ2 2Ͳ16+ 1Type:C=Concentration,D=Depletion,RM=ReducedMatrix,MS=MaskedSandGrains.2Location:PL=PoreLining,M=Matrix. HydricSoilIndicators:IndicatorsforProblematicHydricSoils3: Histosol(A1) PolyvalueBelowSurface(S8)(LRRR, 2cmMuck(A10)(LRRK,L,MLRA149B) HisticEpipedon(A2)MLRA149B) CoastPrairieRedox(A16)(LRRK,L,R) BlackHistic(A3) ThinDarkSurface(S9)(LRRR,MLRA149B) 5cmMuckyPeatorPeat(S3)(LRRK,L,R) HydrogenSulfide(A4) LoamyMuckyMineral(F1)(LRRK,L) DarkSurface(S9)(LRRK,L,M) StratifiedLayers(A5) LoamyGleyedMatrix(F2) PolyvalueBelowSurface(S8)(LRRK,L) DepletedBelowDarkSurface(A11) DepletedMatrix(F3) ThinDarkSurface(S9)(LRRK,L) ThickDarkSurface(A12)X RedoxDarkSurface(F6) IronͲManganeseMasses(F12)(LRRK,L,R) SandyMuckyMineral(S1)DepletedDarkSurface(F7) PiedmontFloodplainSoils(F19)(MLRA149B) SandyGleyedMatrix(S4)RedoxDepressions(F8) MesicSpodic(TA6)(MLRA144A,145,149B) SandyRedox(S5)RedParentMaterial(F21) StrippedMatrix(S6)VeryShallowDarkSurface(TF12) DarkSurface(S7)(LRRR,MLRA149B)Other(ExplaininRemarks) RestrictiveLayer(ifobserved):1 Type:HydricSoilPresent?YES Depth(inches): Remarks: 3Indicatorsofhydrophyticvegetationand wetlandhydrologymustbepresent,unless disturbedorproblematic. 10YR3/2 FINESANDYLOAM Organicspresent 2.5Y3/210YR5/8FINESANDYLOAM many,common,distinct Matrix RedoxFeatures Color(moist) Color(moist) Texture Remarks WETLANDDETERMINATIONDATAFORMͲNorthcentralandNortheastRegion 2012ͲDPͲ2ͲWet 2012ͲDPͲ2ͲWet NAD1983 MarketStreet Datapointwithinwetland2012ͲRSͲ8 Yes YES YES YES NorthcentralandNortheastRegionͲVersion2.0 (AdaptedBy:DouglasA.DeBerry,PhD,PWS,PWD) VEGETATIONͲUsescientificnamesofplants.SamplingPoint: (Plotsize:) Absolute %Cover Dom. Sp? Indicator Status DominanceTestWorksheet: 1.Betulapopulifolia 20.5 X FAC #DominantsOBL,FACW,FAC:6 (A) 2. 3.#Dominantsacrossallstrata:6 (B) 4. 5.%DominantsOBL,FACW,FAC:100%(A/B) 6. 7.PrevalenceIndexWorksheet: 20.5 =TotalCover MultiplyBy: SaplingStratum (Plotsize:)OBLx1= 1.Betulapopulifolia 10.5 X FAC FACW 84 x2=168 2.FAC 51.5 x3=154.5 3.FACU x4= 4.UPL x5= 5.Sum:135.5 (A)322.5 (B) 6. 7.PrevalenceIndex =B/A=2.38 10.5 =TotalCover HydrophyticVegetationIndicators: ShrubStratum (Plotsize:)X DominanceTestis>50% 1.Frangulaalnus 20.5 X FAC X PrevalenceIndexis<=3.0 2.Cornussericea 10.5 X FACW ProblematicHydrophyticVegetation1(explain) 3.Alnusincana 10.5 X FACW RapidTestforHydrophyticVegetation 4.MorphologicalAdaptations 5. 6. 7.DefinitionsofVegetationStrata: 41.5 =TotalCover HerbStratum (Plotsize:) 1.Onocleasensibilis 63 X FACW 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 63 =TotalCover WoodyVines (Plotsize:) 1. 2. 3. 4.Hydrophytic 5.Vegetation =TotalCover Present?YES Remarks:(Ifobserved,listmorphologicaladaptationsbelow). WoodyvineͲAllwoodyvines,regardlessofheight. 1Indicatorsofhydricsoilandwetlandhydrologymustbepresent, unlessdisturbedorproblematic. 5'RAD TreeͲWoodyplants,excludingwoodyvines,approximately20ft (6m)ormoreinheightand3in(7.6cm)orlargerindiameterat breastheight(DBH). SaplingͲWoodyplants,excludingwoodyvines,approximately 20ft(6m)ormoreinheightandlessthan3in(7.6cm)DBH. ShrubͲWoodyplants,excludingwoodyvines,approximately3to 20ft(1to6m)inheight. HerbͲAllherbaceous(nonͲwoody)plants,includingherbaceous vines,regardlessofsize.Includeswoodyplants,exceptwoody vines,lessthanapproximately3ft(1m)inheight. 15'RAD 15'RAD 2012ͲDPͲ2ͲWet TreeStratum30'RAD Total%Coverof: 30'RAD NorthcentralandNortheastRegionͲVersion2.0 (AdaptedBy:DouglasA.DeBerry,PhD,PWS,PWD) ProjectSite: City/County: S.Burlington/Chittenden Samp.Date:11/6/2012 Applicant/Owner:CityofS.Burlington State:Vermont SamplingPoint: Investigator(s):R.Scott,N.Sibley Section,Township,Range: Landform(hillslope,terrace,etc.):Localrelief(concave,convex,none):Concave Slope(%): Subregion(LRRorMLRA): Lat:44°27'57.462"NLong:73°10'40.714"W Datum: SoilMapUnit:AuGresfinesandyloam NWIClass: Areclimatic/hydrologicconditionsonthesitetypicalforthistimeofyear?Yes (Ifno,explaininRemarks.) AreVegetation,Soil,orHydrologysignificantlydisturbed?No NormalCircumstances? AreVegetation,Soil,orHydrologynaturallyproblematic?No (Ifneeded,explainanyanswersinRemarks.) SUMMARYOFFINDINGSͲAttachsitemapshowingsamplepointlocations,transects,importantfeatures,etc. HydrophyticVegetationPresent? HydricSoilPresent?IsThisSampleAreaWithinaWetland?NO WetlandHydrologyPresent? Remarks: HYDROLOGY WetlandHydrologyIndicators: SecondaryIndicators(minimumoftworequired) PrimaryIndicators(minimumofoneisrequired;checkallthatapply)SurfaceSoilCracks(B6) SurfaceWater(A1) WaterͲStainedLeaves(B9) DrainagePatterns(B10) HighWaterTable(A2) AquaticFauna(B13) MossTrimLines(B16) Saturation(A3) MarlDeposits(B13) DryͲSeasonWaterTable(C2) WaterMarks(B1) HydrogenSulfideOdor(C1) CrayfishBurrows(C8) SedimentDeposits(B2) OxidizedRhizospheresonLivingRoots(C3) SaturationVisibleonAerial(C9) DriftDeposits(B3) PresenceofReducedIron(C4) StuntedorStressedPlants(D1) AlgalMatorCrust(B4) RecentIronReductioninTilledSoils(C6) GeomorphicPosition(D2) IronDeposits(B5) ThinMuckSurface(C7) ShallowAquitard(D3) InundationVisibleonAerial(B7) Other(ExplaininRemarks) MicrotopographicRelief(D4) SparselyVegetatedConcaveSurface(B8)FACͲNeutralTest(D5) FieldObservations: SurfaceWaterPresent? Depth(inches): WaterTablePresent? Depth(inches): WetlandHydrologyPresent?NO SaturationPresent?Depth(inches): DescribeRecordedData(streamgauge,monitoringwell,aerialphotos,previousinspections),ifavailable: Remarks: SOIL ProfileDescription:(Describetothedepthneededtodocumenttheindicatororconfirmtheabsenceofindicators.) Depth (in) % %Type1 Loc2 0Ͳ4 4Ͳ16+ 1Type:C=Concentration,D=Depletion,RM=ReducedMatrix,MS=MaskedSandGrains.2Location:PL=PoreLining,M=Matrix. HydricSoilIndicators:IndicatorsforProblematicHydricSoils3: Histosol(A1) PolyvalueBelowSurface(S8)(LRRR, 2cmMuck(A10)(LRRK,L,MLRA149B) HisticEpipedon(A2)MLRA149B) CoastPrairieRedox(A16)(LRRK,L,R) BlackHistic(A3) ThinDarkSurface(S9)(LRRR,MLRA149B) 5cmMuckyPeatorPeat(S3)(LRRK,L,R) HydrogenSulfide(A4) LoamyMuckyMineral(F1)(LRRK,L) DarkSurface(S9)(LRRK,L,M) StratifiedLayers(A5) LoamyGleyedMatrix(F2) PolyvalueBelowSurface(S8)(LRRK,L) DepletedBelowDarkSurface(A11) DepletedMatrix(F3) ThinDarkSurface(S9)(LRRK,L) ThickDarkSurface(A12) RedoxDarkSurface(F6) IronͲManganeseMasses(F12)(LRRK,L,R) SandyMuckyMineral(S1)DepletedDarkSurface(F7) PiedmontFloodplainSoils(F19)(MLRA149B) SandyGleyedMatrix(S4)RedoxDepressions(F8) MesicSpodic(TA6)(MLRA144A,145,149B) SandyRedox(S5)RedParentMaterial(F21) StrippedMatrix(S6)VeryShallowDarkSurface(TF12) DarkSurface(S7)(LRRR,MLRA149B)Other(ExplaininRemarks) RestrictiveLayer(ifobserved): Type:HydricSoilPresent?NO Depth(inches): Remarks: 3Indicatorsofhydrophyticvegetationand wetlandhydrologymustbepresent,unless disturbedorproblematic. 10YR3/2 FINESANDYLOAM 10YR3/3 SANDYLOAM Matrix RedoxFeatures Color(moist) Color(moist) Texture Remarks WETLANDDETERMINATIONDATAFORMͲNorthcentralandNortheastRegion 2012ͲDPͲ2ͲUp 2012ͲDPͲ2ͲUp NAD1983 MarketStreet Datapointadjacenttowetland2012ͲRSͲ8 Yes YES NO NO NorthcentralandNortheastRegionͲVersion2.0 (AdaptedBy:DouglasA.DeBerry,PhD,PWS,PWD) VEGETATIONͲUsescientificnamesofplants.SamplingPoint: (Plotsize:) Absolute %Cover Dom. Sp? Indicator Status DominanceTestWorksheet: 1.Fraxinusamericana 10.5 X FACU #DominantsOBL,FACW,FAC:4 (A) 2. 3.#Dominantsacrossallstrata:6 (B) 4. 5.%DominantsOBL,FACW,FAC:67%(A/B) 6. 7.PrevalenceIndexWorksheet: 10.5 =TotalCover MultiplyBy: SaplingStratum (Plotsize:)OBLx1= 1.Betulapopulifolia 10.5 X FAC FACW 21 x2=42 2.FAC 31 x3=93 3.FACU 21 x4=84 4.UPL x5= 5.Sum:73 (A)219 (B) 6. 7.PrevalenceIndex =B/A=3.00 10.5 =TotalCover HydrophyticVegetationIndicators: ShrubStratum (Plotsize:)X DominanceTestis>50% 1.Frangulaalnus 20.5 X FAC X PrevalenceIndexis<=3.0 2.Cornussericea 10.5 X FACW ProblematicHydrophyticVegetation1(explain) 3.RapidTestforHydrophyticVegetation 4.MorphologicalAdaptations 5. 6. 7.DefinitionsofVegetationStrata: 31 =TotalCover HerbStratum (Plotsize:) 1.Phalarisarundinacea 10.5 X FACW 2.Solidagocanadensis 10.5 X FACU 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 21 =TotalCover WoodyVines (Plotsize:) 1. 2. 3. 4.Hydrophytic 5.Vegetation =TotalCover Present?YES Remarks:(Ifobserved,listmorphologicaladaptationsbelow). WoodyvineͲAllwoodyvines,regardlessofheight. 1Indicatorsofhydricsoilandwetlandhydrologymustbepresent, unlessdisturbedorproblematic. 5'RAD TreeͲWoodyplants,excludingwoodyvines,approximately20ft (6m)ormoreinheightand3in(7.6cm)orlargerindiameterat breastheight(DBH). SaplingͲWoodyplants,excludingwoodyvines,approximately 20ft(6m)ormoreinheightandlessthan3in(7.6cm)DBH. ShrubͲWoodyplants,excludingwoodyvines,approximately3to 20ft(1to6m)inheight. HerbͲAllherbaceous(nonͲwoody)plants,includingherbaceous vines,regardlessofsize.Includeswoodyplants,exceptwoody vines,lessthanapproximately3ft(1m)inheight. 15'RAD 15'RAD 2012ͲDPͲ2ͲUp TreeStratum30'RAD Total%Coverof: 30'RAD NorthcentralandNortheastRegionͲVersion2.0 (AdaptedBy:DouglasA.DeBerry,PhD,PWS,PWD) Cathedral Square Residential ProjectSnyder-Braverman Development CompanySouth Burlington, VermontSummary of Delineated WetlandsPrepared by VHB (R. Scott) (O.McEnroe)June 10, 2013Updated: March 31, 2017Type5VHB-Proposed Significant?2012-RS-8 2,588 PEM, PSSSurface Water (A1), High Water Table (A2), Saturation (A3), Water-Stained Leaves (B9), Hydrogen Sulfide Odor (C1)Redox Dark Surface (F6)No No - 5.1, 5.2 No III GW, STP, NUTPEM: Onoclea sensibilis PSS: Frangula alnus, Cornus sericea Wetland maintains standing water. Water is received from adjacent parking lot and flows to a drain located north of the delineated boundary.6VHB-Proposed VWR Classification is based on review and application of the VWR, particularly VHB's interpretation of Section 4.6 Presumptions.5VWR Section 5: Functional Criteria for Evaluating a Wetland's Significance: 5.1=Water Storage for Flood Water and Storm Runoff, 5.2=Surface and Groundwater Protection, 5.3=Fish Habitat, 5.4=Wildlife Habitat, 5.5=Exemplary Wetland Natural Community, 5.6=Rare, Threatened or Endangered Species Habitat, 5.7=Education and Research in Natural Sciences, 5.8=Recreational Value and Economic Benefits, 5.9=Open Space and Aesthetics, 5.10=Erosion Control Through Binding and Stabilizing the Soil. (P)= Present, (H)=High, (L)=Low; Correspond to observed level of functionality 7 U.S. Army Corps of Engineers - New England District. 1999. The Highway Methodology Workbook: Supplement: Wetland Functions and Values - A Descriptive Approach. NAEEP-360-1-30a. Functions and Values are codified as follows: GW=Groundwater Recharge/Discharge, FF=Flood flow Alteration, F= Fish and Shellfish Habitat, STP=Sediment/Toxicant Retention, NUT=Nutrient Removal, PE-Production Export, SS=Sediment/Shoreline Stabilization, W=Wildlife Habitat, R=Recreation, ES=Educational/Scientific Value, H=Heritage/Uniqueness, V=Visual/Aesthetics, and RTE=Rare, Threatened, or Endangered Species Habitat. Principal Function(s)/Value(s) are in bold. Results from the 2006 delineation.Riparian Wetland Contiguous to Stream Channel? (Flow Regime)3VWR Section 4.6 Presumptions4Highway Methodology Principal Functions and Values7Cowardin Classification2VWR Section 5 Functional Criteria Presence/ Significance4Alpha-numeric codes correspond with Section 4.6 Presumptions of the 2017 Vermont Wetland Rules. 2Classification follows Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitat of the United States. U.S. Fish and Wildlife Service. FWS/OBD-79/31. 103pp.Wetland IDMapped Area (Square Feet)1Hydric Soil IndicatorCommentsVHB Delineated Wetlands1 All wetlands approximately mapped per the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northeast and North Central Region. U.S. Army Corps of Engineers. 2011. Italics indicate wetland feature continues outside of the Study Area3Wetland contiguity to streams as defined in the Vermont ANR 12/9/05 Guidance for Agency Act 250 and Section 248 Comments Regarding Riparian Buffers and confirmed if a delineated perennial or intermittent stream channel inflows, through flows, and outflows from a delineated wetland. The vegetative assemblage or natural community type is used when determining riparian vegetation function. Flow regime determined based on qualitative observations of instream hydrology indicators and geomorphic characteristic and are subject to professional judgment (P=perennial, I=intermittent, E=ephemeral).Vermont Wetland RulesVHB Proposed VWR Classification6Typical VegetationHydrologyContiguous to a VSWI-mapped Wetland?\\vhb\proj\Vermont\57943.01SBurlCathedralSquare\ssheets\Wetlands_2017update_master4/7/20171 United States Department of the Interior FISH AND WILDLIFE SERVICE New England Ecological Services Field Office 70 COMMERCIAL STREET, SUITE 300 CONCORD, NH 03301 PHONE: (603)223-2541 FAX: (603)223-0104 URL: www.fws.gov/newengland Consultation Code: 05E1NE00-2017-SLI-1133 March 21, 2017 Event Code: 05E1NE00-2017-E-02116 Project Name: South Burlington Cathedral Square Subject: List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 ).et seq. New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 ), Federal agencies are requiredet seq. to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 ), and projects affecting these species may requireet seq. development of an eagle conservation plan (http://www.fws.gov/windenergy/eagle_guidance.html). Additionally, wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http://www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/comtow.html. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment 2 https://ecos.fws.gov/ipac, 03/21/2017 07:43 AM 1 Official Species List Provided by: New England Ecological Services Field Office 70 COMMERCIAL STREET, SUITE 300 CONCORD, NH 03301 (603) 223-2541 http://www.fws.gov/newengland Consultation Code: 05E1NE00-2017-SLI-1133 Event Code: 05E1NE00-2017-E-02116 Project Type: DEVELOPMENT Project Name: South Burlington Cathedral Square Project Description: Affordable Housing Development Project Please Note: The FWS office may have modified the Project Name and/or Project Description, so it may be different from what was submitted in your previous request. If the Consultation Code matches, the FWS considers this to be the same project. Contact the office in the 'Provided by' section of your previous Official Species list if you have any questions or concerns. United States Department of InteriorFish and Wildlife Service Project name: South Burlington Cathedral Square https://ecos.fws.gov/ipac, 03/21/2017 07:43 AM 2 Project Location Map: Project Coordinates: MULTIPOLYGON (((-73.17754526203396 44.466086728553435, - 73.17725386539199 44.46602828243359, -73.17704161354492 44.46583159158559, - 73.17699819186008 44.46571659553214, -73.1770437780111 44.46559043309002, - 73.17712564661281 44.46553064662927, -73.1774833557775 44.46576042822636, - 73.17787990432474 44.46590444148378, -73.17829608979386 44.465969583619426, - 73.17849793093748 44.465936518076404, -73.1784528100775 44.46645772030853, - 73.17850116404462 44.46655659882785, -73.17779120593487 44.46639854296033, - 73.17787973071364 44.46616137200836, -73.17754526203396 44.466086728553435))) Project Counties: Chittenden, VT United States Department of InteriorFish and Wildlife Service Project name: South Burlington Cathedral Square https://ecos.fws.gov/ipac, 03/21/2017 07:43 AM 3 Endangered Species Act Species List There are a total of 1 threatened or endangered species on your species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. Critical habitats listed under the Has Critical Habitat column may or may not lie within your project area. See the Critical habitats within your project area section further below for critical habitat that lies within your project. Please contact the designated FWS office if you have questions. Mammals Status Has Critical Habitat Condition(s) Northern long-eared Bat (Myotis septentrionalis) Population: Wherever found Threatened United States Department of InteriorFish and Wildlife Service Project name: South Burlington Cathedral Square https://ecos.fws.gov/ipac, 03/21/2017 07:43 AM 4 Critical habitats that lie within your project area There are no critical habitats within your project area. United States Department of InteriorFish and Wildlife Service Project name: South Burlington Cathedral Square 40 IDX Drive, Building 100 Suite 200 South Burlington, Vermont 05403 To: South Burlington Cathedral Square Development Project File Date: March 30, 2017 Project #: 57943.01 From:Meghan Lout, CWB Re: Cathedral Square Potential Bat Roost Tree Habitat Assessment VHB has prepared this memorandum to present the results of an assessment for Potential Roost Trees (“PRT”) that may provide summer roost habitat for the federally threatened northern long-eared bat (Myotis septentrionalis or “MYSE”) within the approximately 1.3-acre study area (“Study Area”) defined for the proposed South Burlington Cathedral Square Project (“Project”). The Project Study Area is located north of Market Street, south of the Mary Street terminus, and west of an entrance drive for the Rick Marcotte Central School, in South Burlington, Vermont (see Cathedral Square Potential Roost Tree Map, in Attachment). The Project is being considered for construction in summer 2017 and would involve unavoidable impacts to an area that may be under the U.S. Army Corp of Engineers (“USACE”) jurisdiction as a wetland, pursuant to Section 404 of the Clean Water Act. VHB understands the Project will require approximately 1.18 acres of tree clearing and therefore has the potential to impact MYSE. The federally and state-listed endangered Indiana bat (M. sodalis) is not a species of concern at the Project site (Personal Communication, Alyssa Bennett, February 27, 2017). METHODS A habitat assessment was conducted on March 16 and 17, 2017 by two VHB Biologists (“the Biologists”) who are qualified to identify potential MYSE habitat. The Biologists conducted an evaluation of the Study Area to inspect all trees within the Project’s clearing area to locate all trees with “bat-friendly” roosting features that could be used by MYSE. Suitable roost trees are defined as live, dead, or dying trees that are at least three inches in diameter at breast height (“DBH”) with hollows, exfoliating bark, and/or cracks or crevasses that are at least 10 feet above ground level (U. S. Fish and Wildlife Service or “USFWS” 2016a; Vermont Fish and Wildlife Department or “FWD” 2017). Suitable features on a PRT ensure a roosting bat would receive protection from stressful environmental elements, such as wind and rain (FWD 2017). All trees surveyed were assumed to have adequate solar exposure that would allow PRTs to reach optimum roosting temperatures. The habitat assessment occurred during leaf-off conditions to maximize visibility and detection of tree features. The Biologists used binoculars to facilitate the assessment of all tree attributes that were not clearly visible, unaided, from the ground. A GPS location was recorded for each PRT using a handheld sub-meter capable Trimble® GPS unit. Each PRT was marked in the field using orange-colored flagging and assigned a unique identification, and photo documented (representative photographs are provided below). To assess the potential risks of tree clearing on MYSE, the Vermont Fish and Wildlife Department (“FWD”) requires a 1- percent threshold rule (FWD 2017). If the amount of proposed forest clearing associated with the Project is less than 1-percent of wooded habitat within a 1-mile radius of the Project, impacts to MYSE are considered discountable if no known MYSE occurrences have been documented in the area (FWD 2017). The percentage of proposed clearing in relation to the surrounding area was determined for this site using the 2011 National Landcover Database (“NLCD”, Multi-Resolution Land Characteristics Consortium 2011) with an overlay of the proposed limits of disturbance (“LOD”) of the Project. The total acreage of wooded area to be removed was calculated as a proportion of forested acreage in a 1-mile radius of the Project. South Burlington Cathedral Square Bat Habitat Assessment Ref: 57943.01 Page 2 of 5 March 30, 2017 The FWD has also identified three Special Management Zones (“SMZs”), which are defined as areas surrounding either known, occupied MYSE sites (i.e., hibernacula, maternity roosts or known summer habitat) or land use activity sites, within which specified time of year cutting restrictions and/or conservation measures may be required. A desktop review was therefore initiated to investigate if a defined SMZ exists within or near the Project site, and which time of year cutting restrictions and conservation measures, if any, may be required (FWD 2017). RESULTS AND DISCUSSION The 1.18-acre tree clearing area represents 0.45 percent of wooded area (241-acres) within a 1-mile radius (see Cathedral Square Potential Roost Tree Map, in Attachment). Proposed tree clearing associated with the Project is therefore considered discountable and unlikely to affect MYSE. Although ten PRTs were located within the clearing area, no PRTs are within the on-site delineated wetland, 2012-RS-8, which also occurs within the Project area (see Cathedral Square Potential Roost Tree Map, in Attachment). The Project is located greater than approximately 0.87 mile (1.4 kilometers) from the nearest confirmed summer habitat, as mapped on the Vermont Agency of Natural Resources (“ANR”) Atlas, and no known hibernacula are located within at least 2 miles (3.2 kilometers) of the Project. This distance exceeds the minimal distance thresholds of the Project to SMZs. The Project is also of sufficient distances from known MYSE habitats that would trigger the requirement for a project to propose specific conservation measures per the USFWS Final 4(d) Rule for Federal Actions that May Affect Northern Long-Eared Bats (USFWS 2016b). Direct impacts to MYSE can be avoided by adhering to time of year cutting restrictions, such that PRT clearing will occur between October 31 and April 15, when MYSE are hibernating. The remaining tree clearing (unsuitable MYSE habitat) would be exempt from time of year cutting restrictions. Because the total clearing area is minimal, no known MYSE occurrences or hibernacula are nearby the Project, and PRT clearing (if trees are cut prior to April 15, 2017 or after October 31, 2017) would occur when MYSE are hibernating, VHB believes that the project would not impact MYSE. Attachment: x Potential Roost Tree Map References: FWD 2017. Land Use Review Guidance for Protecting Northern Long-eared Bats and Their Habitats. Homer, C.G., Dewitz, J.A., Yang, L., Jin, S., Danielson, P., Xian, G., Coulston, J., Herold, N.D., Wickham, J.D., and Megown, K., 2015, Completion of the 2011 National Land Cover Database for the conterminous United States-Representing a decade of land cover change information. Photogrammetric Engineering and Remote Sensing, v. 81, no. 5, p. 345-354 USFWS 2016a. Range-wide Indiana Bat Summer Survey Guidelines. Available on-line at https://webcache.googleusercontent.com/search?q=cache:R_xpVrUTtCsJ:https://www.fws.gov/arkansas- es/docs/2016IndianaBatSummerSurveyGuidelines11April2016.pdf+&cd=1&hl=en&ct=clnk&gl=us South Burlington Cathedral Square Bat Habitat Assessment Ref: 57943.01 Page 3 of 5 March 30, 2017 USFWS 2016b. Key to the Northern Long-Eared Bat 4(d) Rule for Federal Actions that May Affect Northern Long-Eared Bats. January, 2016. Available online at: https://www.fws.gov/midwest/endangered/mammals/nleb/KeyFinal4dNLEBFedProjects.html Figure 1. Photographs of Potential Roost Trees in the Study Area that exhibit exfoliating bark that could be suitable for MYSE roosting. South Burlington Cathedral Square Bat Habitat Assessment Ref: 57943.01 Page 4 of 5 March 30, 2017 Figure 2. Photographs of Potential Roost Trees in the Study Area that exhibit exfoliating bark (left, arrow is pointing to the focal tree with exfoliating bark) and crevasse extending up the center of a tree (right, see arrow). South Burlington Cathedral Square Bat Habitat Assessment Ref: 57943.01 Page 5 of 5 March 30, 2017 Figure 3. General habitat photographs looking east from Market Street (upper) and looking north from within the Study Area (lower). \\vhb\proj\Vermont\57943.01 S Burl Cathedral Square\docs\memos\Cathedral Sq - Bat Habitat Assessment\Cathedral Square Bat Habitat Assessment memo 2017-03-30_Final.docx kjkjkjkjkjkjkjkjkjkjRick MarcotteCentral SchoolPRT 4PRT 1PRT 3PRT 2PRT 5PRT 6PRT 7PRT 8PRT 9PRT 10MARY STMARKETST2012-RS-8SOUTHBURLINGTONVCGICathedral Square Market Street ProjectSouth Burlington, VermontPotential Roost Tree MapSources:Background Imagery by VCGI (2013)VCGI (Vermont Center for Geographic Information - Various Dates)ANR (Vermont Agency for Natural Resources - Various Dates)VHB - 2012-2017i010020050 FeetMarch 21, 2017\\vtsbdata\projects\57943.01 S Burl Cathedral Square\GIS\Project\PRTs_8.5x11.mxdStudy AreaWILLISTONRDWHITE STMAIN STKIRBY RDKENNEDYDRMARKETSTDORSET ST SPEAR ST BARRETTSTMILLS AVE ELSOM PKWY EAST TER ¬«VT116§¨¦I-89BURLINGTONSOUTHBURLINGTON300250 400350300300300300Study Area (VHB)kjPotential Roost Tree (VHB)Delineated Class III Wetland (VHB)Delineated Stream (VHB)*VSWVSVSWI Wetlands (ANR)*VHD Stream (VCGI)*Parcel Boundary (VCGI)Town Boundary (VCGI)**Feature does not occur within map extentStudy Area Latitude: 44°27'57.716"N Longitude: 73°10'41.647"W Area: 1.33 Acres #SP-17-21 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING MAITRI HEALTH CARE FOR WOMEN—185 TILLEY DRIVE SITE PLAN APPLICATION #SP-17-21 FINDINGS OF FACT AND DECISION Site plan application #SP-17-21 of Maitri Health Care for Women to amend a previously approved plan for a 10,725 sq. ft. medical office building. The amendment is to expand the parking area to add 35 spaces, 185 Tilley Drive. The Development Review Board held a public hearing on May 16, 2017. The applicant was represented by Jacques Larose. Based on testimony provided at the above mentioned public hearings and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant, Maitri Health Care for Women, is seeking approval for site plan application #SP- 17-21 to amend a previously approved plan for a 10,725 sq. ft. medical office building. The amendment is to expand the parking area to add 35 spaces, 185 Tilley Drive. 2. The owner of record is Eastern View, LLC. 3. The subject property is located within the Industrial and Open Space Zoning District. 4. The application was received April 12, 2017. 5. The plans submitted consists of a 10 page set of plans, page one (1) is titled “Existing Conditions Site Plan,” prepared by Civil Engineering Associates, Inc., dated March 2017 and received 4/10/2017. Site Plan Review Standards A. Relationship of Proposed Development to the City of South Burlington Comprehensive Plan. Due attention by the applicant should be given to the goals and objectives and the stated land use policies for the City of South Burlington as set forth in the Comprehensive Plan. The expansion of parking at 185 Tilley Drive is the result of the medical office within the existing building being used at greater intensity than originally anticipated. This efficient use of already existing office space within the Industrial and Open Space Zoning District supports the goals of the Comprehensive Plan by prioritizing development into the higher-intensity areas identified within the Plan. Furthermore, Comprehensive Plan Map 11: Future Land Use identifies areas of the city where differing intensity levels of development should occur and 185 Tilley Drive is within an area marked as medium-to-higher intensity. The Board finds this criterion to be met. #SP-17-21 2 B. Relationship of Proposed Structures to the Site. 1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Five (5) parking spaces per 1,000 sq. ft. of gross floor area are required for medical office use, which results in this site requiring 54 parking spaces ((10,725 sq. ft. /1,000 sq. ft.) x 3.5=53.625 rounded up to the nearest whole number). Currently there are 50 parking spaces, which met the parking requirements for the City of South Burlington in 2007, when the project was approved (#SD-07-56 and #SD-07-57). The additional proposed parking will result in a total of 85 parking spaces including four (4) handicapped spaces. On the east side of the parking lot, a concrete sidewalk will run parallel to the building and an expanded part of the parking lot, matching the existing sidewalk. The new sidewalk will have depressed curbs to allow for access to an additional handicap ramp. The applicant states that the parking minimum of 54 parking spaces is too low to meet the needs of the medical office in the building. The applicant states that because the medical office specializes in prenatal care, many appointments involve two partners driving separately from different workplaces and meeting at the office. 2) Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. This parcel has road frontage on Tilley Drive along its southern edge. The parking spaces will be added in two areas. 25 parking spaces will be added in the southwest corner of the lot, an extension of the current parking lot. 10 additional parking spaces will be added in the northwest corner of the lot, directly north of the intersection of the driveway and the parking lot. Both areas of additional parking are located on the side and rear of the building. The Board finds this parking area meets the criterion listed above to be permitted by the Development Review Board. According to Section 13.01(G) there are certain design requirements for parking lots: 1) Design requirements for off-street parking and loading are provided in Table 13-8 and Figure 13-1 within Section 13.01, Off-Street Parking and Loading, Section 13.06, Landscaping, Screening, and Street Trees, and Section 13.07, Exterior Lighting. All paved parking spaces shall be striped or otherwise physically delimited. The plans show that all parking spaces will be delimited by four inch white lines and that parking spaces will be 18 feet deep by nine feet wide (curb length), with the exception of the handicap parking space, which will be 18 feet deep by 11 feet wide with a 5 feet striped buffer. There are two circulation aisles running north/south each of which is 24 feet wide. 2) The location of parking areas and loading docks shall prevent conflicts with entering and exiting traffic onto a public street and prevent conflicts between vehicles and pedestrians. The distance between access points and parking areas shall be adequate to minimize blockage and prevent back-ups onto the public street. 3) Provision shall be made for access by police, fire and emergency vehicles. #SP-17-21 3 Expanded parking is proposed in part due to the fact that a current lack of adequate parking spaces had led to unauthorized parking in the travel way, obstructing the primary ingress and egress and inhibiting circulation for emergency vehicles. In an email dated 4/18/17, Terry Francis (Deputy Fire Chief) indicated that the applicant has met several times with the fire department regarding this issue and that the proposed parking changes reflect changes to the Fire Department’s areas of concern. 4) Pedestrian safety. Insofar as practicable, pedestrian and bicycle circulation shall be separated from motor vehicle circulation. Safe and convenient pedestrian circulation, including appropriate sidewalks, shall be provided on the site and its approaches. The pedestrian circulation on site shall be designed to minimize adverse effects of vehicular traffic on sidewalks and recreation paths. 5) Bicycle parking or storage facility. At least one (1) bicycle parking or storage facility shall be provided for all uses subject to site plan or Planned Unit Development review to serve persons employed or residing on the premises as well as the visiting public. Additional such facilities may be required as deemed necessary by the Development Review Board or as required within the City Center FBC District. 6) Stormwater management strategies that facilitate infiltration including but not limited to recessed planting islands, bioretention facilities, and pervious parking spaces are encouraged in the design of any off-street parking or loading area. See the discussion below under Landscaping and Screening Requirements and Stormwater Management Standards. The Board finds these criteria to be met. C. Relationship of Structure and Site to Adjoining Area 1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g. rhythm, color, texture, form or detailing), landscaping, buffers, screens, and visual interruptions to create attractive transitions between buildings of different architectural styles. No new buildings are proposed on the site. The building will continue to be screened from the road by trees planted along Tilley Drive. Specific Review Standards A. Access to abutting properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. No reservation of land is necessary. B. Utility Services. Electric, telephone and other wire-served utility lines and service connections shall be underground insofar as feasible and subject to state public utilities regulations. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. No new utilities are proposed. #SP-17-21 4 C. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended for use by households or the public (i.e., non-dumpster, non-large drum) shall not be required to be fenced or screened. No new dumpsters, recycling, or composting areas are proposed. D. Landscaping and Screening Requirements. See Article 13, Section 13.06 Landscaping, Screening, and Street Trees. The Landscaping and Screening Requirements reads in part: At least one (1) major deciduous shade tree shall be provided within or near the perimeter of each parking area, for every five (5) parking spaces. The trees shall be placed evenly throughout the parking lot to provide shade and reduce glare. Trees shall be placed a minimum of thirty (30) feet apart. The applicant has proposed seven (7) new trees to be planted. Five (5) new trees are shown planted around the edge of the new parking areas, and two (2) within the island, both of which are delineated by curbing. Section 13.06(B)(1) requires 10% of the interior of a parking lot with 28 or more contiguous parking spaces to have landscaped islands planted with trees, shrubs, and other plants. There are over 28 contiguous parking spaces and landscaped islands are shown which account for 10% of the parking area. Section 13.01(G)(6) mentioned earlier in these findings states that “stormwater management strategies that facilitate infiltration including but not limited to recessed planting islands, bioretention facilities, and pervious parking spaces are encouraged in the design of any off-street parking or loading area.” See Stormwater Management Standards discussion below. In an email dated 5/11/17, the City Arborist made the following recommendations regarding the landscaping plan:  Recommend substitute for Pin Oak. Soils in this area of the city tend to be neutral to slightly alkaline and Pin Oak requires acidic soils to prevent iron deficiency. Possible substitutes Swamp White Oak, Burr Oak, Northern Red Oak  Specify that new planting islands be filled with planting soil to a depth of 2.5 ft. to provide soil volume to support tree growth E. Modification of Standards No modifications have been requested. Exterior Lighting Section 13.07 of the Land Development Regulations discusses exterior lighting and states that: #SP-17-21 5 A. General Requirements. All exterior lighting for all uses in all districts except for one-family and two-family uses shall be of such a type and location and shall have such shielding as will direct the light downward and will prevent the source of light from being visible from any adjacent residential property or street. Light fixtures that are generally acceptable are illustrated in Appendix D. “Source of light” shall be deemed to include any transparent or translucent lighting that is an integral part of the lighting fixture(s). Site illumination for uncovered areas shall be evenly distributed. Where feasible, energy efficient lighting is encouraged. B. Specific Requirements for Parking Areas. Light sources shall comply with the following: … 7) Pole location in parking lots: Pole locations shall be coordinated with stall and aisle layouts. Where practical, poles should be near the end of parking rows or around the perimeter of the lot. When located at parking stall boundaries, light poles should be mounted on concrete pedestals. Where raised medians or islands are used to separate adjacent stalls, light poles should be placed in these areas unless pedestrian traffic will be inconvenienced. Where light poles are placed between parking rows in the interior of the lot, the poles should be located on the center line of double rows of parking stalls and on the center line of two opposing stalls and should not be placed on the stall line between cars where fender damage might occur. The applicant proposes to relocate two previously-approved light poles from their current location in the proposed parking lot to the perimeter of the proposed parking lot. The Board finds these criteria to be met. Stormwater Management Standards The plans were reviewed using the Stormwater Management Standards found in Section 12.03 of the LDRs. In an email dated 5/11/17 from the Stormwater Section of the Department of Public Works, they stated the following: The Stormwater Section has reviewed the “Maitri Health Care for Women – Parking Lot Expansion” site plan prepared by Civil Engineering Associates, Inc., dated March, 2017 and last updated on 4/10/17. We would like to offer the following comments: 1. This project is located in both the Potash Brook and watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). As the property is already covered under an existing stormwater permit, the applicant will require an amended stormwater permit from the Vermont DEC Stormwater Division. 2. 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 Wheeler Traffic Generation Expanding the parking lot does not generate additional traffic. #SP-17-21 6 Alteration of Existing Grade No alteration of existing grade. DECISION Motion by _________, seconded by ________, to approve site plan application #SP-17-21 of Maitri Health Care for Women, subject to the following conditions: 1. All previous approvals and stipulations which are not changed by this decision, will remain in full effect. 2. This project must be completed as shown on the plans submitted by the applicant, and on file in the South Burlington Department of Planning and Zoning. 3. Prior to permit issuance, the applicant must post a $7,544 landscaping bond. This bond must remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 4. The plans must be revised to show the changes below and will require approval of the Administrative Officer. Three (3) copies of the approved revised plans must be submitted to the Administrative Officer prior to permit issuance. a. The landscaping plan must be revised to incorporate the recommendations of the City Arborist. 5. A digital PDF version of the full set of approved final plans must be delivered to the Administrative Officer before any zoning permit will be issued for the subject property. 6. The applicant must regularly maintain all stormwater treatment and conveyance infrastructure. 7. The applicant must obtain a Zoning Permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval is null and void. 8. The applicant must obtain a Certificate of Occupancy from the Administrative Officer prior to use of the new parking lot. 9. All changes to the plan will require approval of the South Burlington Development Review Board or Administrative Officer. Mark Behr Yea Nay Abstain Not Present Matt Cota Yea Nay Abstain Not Present Frank Kochman Yea Nay Abstain Not Present Bill Miller Yea Nay Abstain Not Present David Parsons Yea Nay Abstain Not Present Jennifer Smith Yea Nay Abstain Not Present #SP-17-21 7 John Wilking Yea Nay Abstain Not Present Motion carried by a vote of ___–___ –___. Signed this ____ day of __________________ 2017, by _____________________________________ Bill Miller, Vice-Chair Please note: An appeal of this decision may be taken by filing, within 30 days of the date of this decision, a notice of appeal and the required fee by certified mail to the Superior Court, Environmental Division. See V.R.E.C.P. 5(b). A copy of the notice of appeal must also be mailed to the City of South Burlington Planning and Zoning Department at 575 Dorset Street, South Burlington, VT 05403. See V.R.E.C.P. 5(b) (4)(A). Please contact the Environmental Division at 802-828-1660 or http://vermontjudiciary.org/GTC/environmental/default.aspx for more information on filing requirements, deadlines, fees and mailing address. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call 802.477.2241 to speak with the regional Permit Specialist. 6" Ø BIRCHCLUSTER4" SPRUCE4" SPRUCE6" Ø BIRCHCLUSTER6" Ø BIRCHCLUSTER3" MAPLE4" ELMCMF0.7 AGCMF0.1 BGCMFFLUSH4" SPRUCE4" SPRUCE6" ELM4" ELM4" ELM4" ELM4" SPRUCE4" SPRUCE4" SPRUCE4" ELM4" ELM4" ELMSTONE WALLRAIL FENCE 4" ELM4" ELM4" ELM4" ELMSWALESWALESTONE WALLEASEMENTSIDEWALK2" MAPLESWALESWALE12" HDPEINV.=349.845° BEND50' REAR SETBACK35' SIDE SETBACK50' FRONT SETBACKEX. BIKE RACKINV.=341.015" H D P E INV.=341.2OUTLET DMHINV. IN=341.0 (6" PVC)INV. OUT=340.0 (12" HDPE)6" PVC12" HDCLASS IIWETLAND50' WETLAND BUFFER50' WETLAND BUFFERCLASS IIWETLANDSAVSAVSAL1" = 20'13234C1.0MAR., 2017LOCATION MAP1" = 2000'ACEMAITRI HEALTHCARE FOR WOMEN185 TILLEY DRIVESOUTH BURLINGTONVERMONT 05403PARKING LOTEXPANSION185 TILLEY DRIVESOUTH BURLINGTONVERMONT 05403EXISTINGCONDITIONSSITE PLANPROJECTLOCATIONIRON ROD/PIPE FOUND/SETUNDERGROUND ELECTRICCONCRETE MONUMENTFORCE MAINGAS LINESEWER MANHOLEHYDRANTSHUT-OFFWATER LINEGRAVITY SEWER LINEOVERHEAD ELECTRICTELEPHONE LINEPOWER POLE336EXISTING CONTOURPROPOSED CONTOURSTORM MANHOLESTORM DRAINAGE LINEAPPROXIMATE SETBACK LINEFENCELIGHT POLEDECIDUOUS TREECONIFEROUS TREECATCH BASINDRAINAGE SWALEEDGE OF BRUSH/WOODSSIGNGUY WIREPROJECT BENCHMARKWELLPERCOLATION TESTTEST PITGENERAL NOTESLEGEND11689CONCRETE MONUMENT FOUNDP:\AutoCADD Projects\2013\13234\1-CADD Files-13234.00\Dwg\13234E.dwg, 4/10/2017 9:08:17 AM, jlarose RELOCATED PEDESTAL LIGHTS (TYP. OF 2)NEW 9'x18' STANDARD PARKING SPACES (TYP.)REMOVE EXISTING CURBEXIST. TREETO BE REMOVEDEXIST. TREE TO BE REMOVEDSEE LANDSCAPING PLANREMOVE EXISTING CURBREMOVE EXISTINGSIDEWALKRELOCATE EXIST.PEDESTAL LIGHT(TYP. OF 2)NEW 5'-0" CONCRETE SIDEWALK AND CURBDEPRESSED CURB AND HANDICAP RAMPNEW CONC.CURB6" Ø BIRCHCLUSTER4" SPRUCE4" SPRUCE6" Ø BIRCHCLUSTER6" Ø BIRCHCLUSTER3" MAPLE4" ELMCMF0.7 AGCMF0.1 BGCMFFLUSH4" SPRUCE4" SPRUCE6" ELM4" ELM4" ELM4" ELM4" SPRUCE4" SPRUCE4" SPRUCE4" ELM4" ELM4" ELMSTONE WALLRAIL FENCE 4" ELM4" ELM4" ELM4" ELMSWALESWALESTONE WALLEASEMENTSIDEWALK2" MAPLESWALESWALE12" HDPEINV.=349.845° BENDTRANSITION CURBMATCH EX. CURB50' REAR SETBACK35' SIDE SETBACK50' FRONT SETBACKEX. BIKE RACKNEW DMH (24" SUMP)RIM=346.5INV. IN =341.26± (15" MIN.)INV. OUT=341.25± (15" MIN.)(INV. BASED ON DESIGN PLANSFIELD VERIFY INV. PRIOR TOCONSTRUCTION)STTYPICAL STONE PADNEW SWALEMATCH EX. CURB& SIDEWALKNEWPAVEMENTMATCH EX.CURBNEWPAVEMENTMATCH EX. CURBNEW 9'x18' STANDARD PARKING SPACES (TYP.)NEW CONC.CURBSNOW STORAGE AREAINV.=341.015" HD PE INV.=341.2OUTLET DMHINV. IN=341.0 (6" PVC)INV. OUT=340.0 (12" HDPE)6" PVC12" HDPENEW 12" HDPE W/ FESINV.=349.0SEE LANDSCAPING PLANFOR PROPOSED TREELOCATION, SIZE, AND SPECIESSTCLEAN AND RESTORE POND POOLVOLUME TO MINIMUM OF 5,922 CFPRIOR TO COMPLETION OF WORKSNOW STORAGE AREAEXISTING SPILLWAYREINFORCED WITHTYPE I STONECLASS IIWETLAND50' WETLAND BUFFERPROPOSED SILT FENCE ANDCONTRUCTION FENCINGALONG WETLAND BUFFERPROPOSED SILT FENCE ANDCONTRUCTION FENCINGALONG WETLAND BUFFER50' WETLAND BUFFERCLASS IIWETLANDSAVSAVSAL1" = 20'13234C1.1MAR., 2017LOCATION MAP1" = 2000'ACEMAITRI HEALTHCARE FOR WOMEN185 TILLEY DRIVESOUTH BURLINGTONVERMONT 05403PARKING LOTEXPANSION185 TILLEY DRIVESOUTH BURLINGTONVERMONT 05403PROPOSEDCONDITIONSSITE PLANPROJECTLOCATION336LEGEND11689ZONING REQUIREMENTSRequired Spaces -- 10,725 SF @ 5 space/1,000 SF = 54 spaces- Total Spaces Required = 54 spacesSpaces Provided -- 50 Existing standard spaces (2 handicap) = 50 spaces- 35 New standard spaces ( 2 handicap) =35 spaces- Total Spaces Provided = 85 spaces (4 HC)PARKING SUMMARYZONING DISTRICT: INDUSTRIAL / OPEN SPACEUSE: MEDICAL OFFICE (WOMEN'S HEALTH)COVERAGECATEGORYBUILDINGTOTAL50%EXISTINGSETBACKSIDE YARDMIN. AC.PROPOSED6.1%23.7%FRONT YARD50'35'ZONINGREGULATIONSREAR YARD50'226±'31±'152±'226±'31±'152±'6.1%29.2%30%FRONT YARD9.6% 18.0%30%4.2 AC. 4.2 AC.3.0 AC.P:\AutoCADD Projects\2013\13234\1-CADD Files-13234.00\Dwg\13234E.dwg, 4/10/2017 9:09:49 AM, jlarose RELOCATED PEDESTAL LIGHTS (TYP. OF 2)NEW 9'x18' STANDARD PARKING SPACES (TYP.)REMOVE EXISTING CURBEXIST. TREETO BE REMOVEDEXIST. TREE TO BE REMOVEDSEE LANDSCAPING PLANREMOVE EXISTING CURBREMOVE EXISTINGSIDEWALKRELOCATE EXIST.PEDESTAL LIGHT(TYP. OF 2)NEW 5'-0" CONCRETE SIDEWALK AND CURBDEPRESSED CURB AND HANDICAP RAMP352353354355356NEW CONC.CURB6" Ø BIRCHCLUSTER4" SPRUCE4" SPRUCE6" Ø BIRCHCLUSTER6" Ø BIRCHCLUSTER3" MAPLE4" ELM4" SPRUCE4" SPRUCE6" ELM4" ELM4" ELM4" ELM4" SPRUCE4" SPRUCE4" SPRUCE4" ELM4" ELM4" ELMSTONE WALLRAIL FENCE 4" ELM4" ELM4" ELM4" ELMSWALESWALESTONE WALLSIDEWALK2" MAPLESWALESWALE12" HDPEINV.=349.845° BENDNEW MOUNTABLECONC. CURBTRANSITION CURBMATCH EX. CURBEX. BIKE RACK353354355352351350349 351NEW DMH (24" SUMP)RIM=346.5INV. IN =341.26± (15" MIN.)INV. OUT=341.25± (15" MIN.)(INV. BASED ON DESIGN PLANSFIELD VERIFY INV. PRIOR TOCONSTRUCTION)STTYPICAL STONE PADNEW SWALEMATCH EX. CURB& SIDEWALKNEWPAVEMENTMATCH EX.CURBNEWPAVEMENTMATCH EX. CURBNEW 9'x18' STANDARD PARKING SPACES (TYP.)NEW CONC.CURB350 349INV.=341.015" HDPE INV.=341.2OUTLET DMHINV. IN=341.0 (6" PVC)INV. OUT=340.0 (12" HDPE)6" PVC12" HDPENEW 12" HDPE W/ FESINV.=349.0SEE LANDSCAPING PLANFOR PROPOSED TREELOCATION, SIZE, AND SPECIESSTCLEAN AND RESTORE POND POOLVOLUME TO MINIMUM OF 5,922 CFPRIOR TO COMPLETION OF WORKEXISTING SPILLWAYREINFORCED WITHTYPE I STONECLASS IIWETLAND50' WETLAND BUFFERPROPOSED SILT FENCE ANDCONTRUCTION FENCINGALONG WETLAND BUFFERPROPOSED SILT FENCE ANDCONTRUCTION FENCINGALONG WETLAND BUFFER50' WETLAND BUFFERCLASS IIWETLANDSAVJDLSAL1" = 20'13234C1.2MAR., 2017LOCATION MAP1" = 2000'ACEMAITRI HEALTHCARE FOR WOMEN185 TILLEY DRIVESOUTH BURLINGTONVERMONT 05403PARKING LOTEXPANSION185 TILLEY DRIVESOUTH BURLINGTONVERMONT 05403PROPOSEDGRADING &UTILITY PLANPROJECTLOCATION336LEGEND11689EROSION CONTROL REQUIREMENTS1. THE CONTRACTOR SHALL TAKE CARE TO MINIMIZE TRACKING OF CONSTRUCTIONEQUIPMENT WITHIN ARES IDENTIFIED AS PROPOSED INFILTRATION FACILITIES(DRYWELLS,BASN, TRENCHES) IN AN EFFORT MINIMIZE SOIL COMPACTION AND LOSS OF INFILTRATIONRATE.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SEDIMENT CONTROLPRACTICES UPSTREAM OF ALL PRACTICES DURING CONSTRUCTION. SEDIMENT CONTROLPRACTICES SHALL BE MAINTAINED IN GOOD OPERATING CONDITION UNTIL ALLCONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED.3. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE VT DEC"LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL" AND INACCORDANCE WITH THE CONDITIONS OF THE VT-DEC CONSTRUCTION GENERAL PERMITISSUED FOR THIS PROJECT.P:\AutoCADD Projects\2013\13234\1-CADD Files-13234.00\Dwg\13234E.dwg, 4/10/2017 9:11:18 AM, jlarose Sheet TitleClient / ProjectDesignDrawnCheckedScale:Date:Parking Lot Expansion - Landscape PlanMaitri Health Care for Women185 Tilley DriveS. Burlington, VT 05403DEBDEBDEB1"=20'3/24/2017Revision Description andDate:302 Colchester Road Essex Junction, VT802-279-5900 www.distefanolandscaping.comSHEET SIZE: 24" x 36"01020 30 FT6-PHYopu'CG'4-RHUaro'GL'SIGN SDDDYHXFMRCHILLERGARBAGESTSTSTSTST ST ST STSTSTWWWWWWWWWWWWSSSS GGGGGGSTSS(3) BOULDERS W344 345 346 346347347347 348 348348 348 349349349 349 349349349 350350 350350350 351351 351351351 352352 35235235 353353 353353 354354 354354355355 355355356356 356 3563563 357357 357357358358358358359359359359 359360360360360361362363EXIST.PAVEMENT5222EXIST.PAVEMENTSTPAVERPATIOEXISTINGBUILDING±10,725 S.F.F.F.E.=349.7'349.7351.2351.1350.7350.5350.3350.2350.43523533543553566" Ø BIRCHCLUSTER4" SPRUCE4" SPRUCE6" Ø BIRCHCLUSTER6" Ø BIRCHCLUSTER6" Ø BIRCHCLUSTER4"4"4"4"4"4"4" SPRUCE4" SPRUCE6" ELM4" ELM4" ELM4" SPRUCE4" SPRUCE4" SPRUCE4" ELM4" ELMRAIL FENCE 4" ELM4" ELM4" ELM4" ELMSWALESWALE STONE WALL 2" MAPLESWALESWALE1110349.9348.2348.2349.1353354355 352351350 350.7352.7350.6349.2348.8349 351351.1351.8351.3352.2352.4349.7350.25D349.8350.5350351ST350349 EXIST.PAVEMENTEXISTINGSTORMWATER POND347 346345 344 343342341 340339338 337 336 337338339340341342343343342341 344344343 DDSTSTSTST335 STWWWWWW350 351 352 353 354 349 349.9348.23523513350350 3503.73525.73503.6348.8349 351351.3352.2352.4349.71-ACErub'Sun'1-ACErub'Sun'2-ULMame'Pri'0204060 80 FTNOTE: THE WIRE & HOSESET-UP LENGTH OF HOSE USEDMUST BE LARGER THAN THECIRCUMFERENCE OF THE TREETRUNK.BALL DIAMETER TO COMPLYWITH MIN. GUIDELINES ASSET FORTH BY THEAMERICAN STANDARDS FORNURSERY STOCK LATESTEDITION3"NOTES1.PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS.2.PROVIDE FIRM WELL PROPORTIONED ROOTBALLS. CRACKED ORMUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE.3. THE 1ST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSEDPRIOR TO DIGGING. DIG PLANTS SO THAT BURLAP RESTS ON NOMORE THAN 1" OF SOIL ABOVE THE 1ST ORDER LATERAL ROOTS.NEVER CUT MAIN LEADERRUBBER HOSE &12 GA. WIRE2"x2" WOOD STAKETREE WRAP (FALL SEASONONLY)REMOVE TOP 50% OF BURLAP& TWINE AND WIRE CAGESOIL BACKFILLDRIVE STAKE 12" BELOWBOTTOM OF TREE PITCOVER TOP OF BALL WITHPLANTING MIXTURE. DO NOTCOVER TRUNK.MULCH FORMED IN CIRCULARSAUCERFINISH GRADEFIRM WELL PROPORTIONED BALL.CRACKED OR MUSHROOMEDBALLS ARE NOT ACCEPTABLE.TWICE THE WIDTH OF ROOT BALLEDGE OF PAVEMENTEDGE OF BEDSPACING SEE PLAN18" MIN.SPREAD18" MIN.NOTES1.PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS.2.PROVIDE FIRM WELL PROPORTIONED ROOTBALLS. CRACKED ORMUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE.INSTALL 2-3" OF MULCHKEEP MULCH AWAY FROM TRUNKFINISH GRADEPLANTING HOLE SHALL BE APPROX.TWICE THE DIAMETER OF THE ROOTBALLWHEN APPLICABLE.REMOVE TOP 1/3 OF BURLAPINCLUDING TWINE OF BALLED ANDBURLAP PLANTS. REMOVECOMPLETE CONTAINER OR PEATPOT FOR CONTAINER BROWN ORPOTTED PLANTS. SCARIFYPERIMETER ROOTS OF CONTAINERROOT BOUND PLANTS.Planting ScheduleCountIDCommon NameScientific NameUnitMature HeightMature SpreadTrees2ACErub'Sun'Red Sunset Red MapleAcer rubrum 'Red Sunset'2.5-3"45 -50 ft35 - 50 ft4QUErubPin OakQuercus palustris2.5-3"35 - 50 ft> 35 ft2ULMame'Pri'Princeton ElmUlmus americana 'Princeton'2.5-3"50 - 80 ft> 35 ftShrubs6PHYopu'CG'Center Glow NinebarkPhysocarpus opulifolius 'Center Glow'#36 - 8 ft6 - 8 ft4RHUaro'GL'Gro-Low Fragrant SumacRhus aromatica 'Gro-Low'#324 - 30 in.4 - 7 ftNote: Thirty five (35) additional parking spaces. Seven (7) shade trees proposed around new parking lot. Estimated Value of Parking Addition is $120,000 Required value of landscape improvement is $3,600 Estimated value of proposed improvement is $7,544L-1 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP_17_22 and CU-17- 05_935_Shelburne_Rd_MartinsFoods_KMart- Hannafords_SC 5-16-2017 DEPARTMENT OF PLANNING & ZONING Report preparation date: May 11, 2017 Plans received: April 14, 2017 Martin’s Foods of South Burlington LLC -935 Shelburne Road SITE PLAN APPLICATION #SP-17-22 CONDITIONAL USE APPLICATION #CU-17-05 Meeting date: May 16, 2017 Owner/Applicant Martin’s Foods of South Burlington, LLC 145 Pleasant Hill Road, Scarborough, ME 04074 Property Information Tax Parcel 1540-935-7 Commercial 1- Residential 15 Zoning District Traffic Overlay District CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING PROJECT DESCRIPTION Site Plan application #SP-17-22 and Conditional Use application #CU-17-05 of Martin Foods of South Burlington, LLC to amend a previously approved plan for a 107,650 sq. ft. shopping center. The amendment consists of redevelopment of the property to include: 1) new site lighting, 2) reconstruction of the parking lot to include curbed islands and landscaping, and 3) improved perimeter drive, 935 Shelburne Road. APPLICANT’S LETTER In a letter dated April 14th, the applicant has provided the Board with a detailed project summary and assessment of the project and how they believe the how the project complies with the City’s Land Development Regulations. COMMENTS Administrative Officer Ray Belair and Director of Planning & Zoning Paul Conner, referred to herein as Staff, have reviewed the plans submitted on April 14, 2017, revised May 8, 2017, and have the following comments. The applicant is proposing to renovate the existing building, replace the façade, and make site improvements related to stormwater, landscaping, circulation, and lighting. Zoning District & Dimensional Requirements: Industrial-Commercial Zoning District Required Existing Proposed  Min. Lot Size 40,000 S.F. 11.2 acres No change  Max. Building Coverage 40% 21% No change * Max. Overall Coverage 70% 89% 86% * Max. Front Yard Coverage 30% 68% No change  Min. Front Setback 30 ft >30 ft No change  Min. Side Setback 10 ft. >10 ft. No change  Min. Rear Setback 30 ft. >30 ft. No change  Max. Building Height 35 ft. (flat) <35 ft. No change  Zoning Compliance * Pre-existing condition Site Plan Review Standards A. Relationship of Proposed Development to the City of South Burlington Comprehensive Plan. Due attention by the applicant should be given to the goals and objectives and the stated land use policies for the City of South Burlington as set forth in the Comprehensive Plan. The Comprehensive Plan sets an objective to “promote higher density, mixed use development and redevelopment along Shelburne Road and foster effective transitions to adjacent residential areas” (P. 3- 28). Staff considers the proposed building and uses to be consistent with the Comprehensive Plan. B. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The applicant is proposing a number site improvements and a re-facing of the front façade of the building. See below for individual notes regarding the structure, planting, safe pedestrian movement, and parking. 2) Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. … (iv) The lot contains one or more existing buildings that are to be re-used and parking needs cannot be accommodated to the rear and sides of the existing building(s); Location of parking: The proposed project includes re-use of an existing building whose parking is entirely to the front. Amount of parking: Based upon a 107,969 SF building, the property requires parking as follows: 5 spaces per 1,000 SF GFA for a total of 538 spaces. The applicant has proposed 487 spaces, requesting a 10.5% waiver. The proposed project would reduce the overall number of spaces by 115 from the present figure of 602. The applicant, in their letter dated April 14, 2017, indicated that “based on multiple locations throughout New York and New England, Hannaford has determined that a ratio of 4.5 spaces / 1000 feet GLA is adequate for shopping centers.” Staff strongly supports the parking waiver request and would support a higher waiver of 15% or 20% (430- 455 total spaces) given the proximity of the site to public transit, nearby housing, and the expected shared parking with future adjacent tenants of the building. Further reducing parking would allow the property to further reduce lot coverage and bring this pre-existing non-conformity closer to conformance. The Chittenden County Regional Planning Commission’s 2011 Chittenden County Park-and-Ride & Intercept Facility Plan identifies this area a potential area for a park-and-ride facility. Staff recommends that the Board create an allowance for this to take place, if the applicant were to choose to take advantage, by allowing additional parking spaces to be turned into park-and-ride spots at a future time at the applicant’s discretion. 1. Staff supports the applicant’s parking waiver and recommends approval. 2. Staff would support the further reduction of parking spaces if the applicant were to seek it. 3. Staff recommends that the Board approve up to 40 parking spaces, or 8.2% of the total, be allowed to be designated at any time as park-and-ride spaces by the applicant subject only to a zoning permit. (3) Without restricting the permissible limits of the applicable zoning district, the height and CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING scale of each building shall be compatible with its site and existing or anticipated adjoining buildings. No changes are proposed to the height and scale of the building. Staff considers this criterion to be met. (4) Newly installed utility services and service modifications necessitated by exterior alterations or building expansion shall, to the extent feasible, be underground. The plans indicate that such services are located underground. Staff considers this criterion to be met. C. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant notes that the proposed project will include upgrades to the building façade and add approximately 100 trees to the property. Staff considers this criterion to be met. (2) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant is proposing a refurbishment of the building façade. This will include some window areas. Staff has encouraged the applicant to deploy creative designs to the break up the length of the building facing the parking, as there are some longer stretches that may feel uninviting. Examples could include artwork, seating areas, bicycle racks, outdoor seating in the event of a future restaurant, etc. 4. Staff recommends that the Board ask the applicant to discuss how they will break up the façade and make this environment attractive to pedestrians moving within the site and from off-site. 14.07 Specific Review Standards A. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. No additional reservation of land is required, as the property allows for access from adjacent properties or roads on three sides. B. Utility Services. Electric, telephone and other wire-served utility lines and service connections shall be underground insofar as feasible and subject to state public utilities regulations. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. The plans indicate that such services are located underground. Staff considers this criterion to be met. C. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended for use by households or the public (ie, non-dumpster, non-large drum) shall not be required to be fenced or screened. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The plans indicate three enclosed dumpster areas behind the building. These appear to be in compliance with the Regulations’ requirements for enclosure of dumpsters. Staff reminds the applicant of the forthcoming laws regarding trash, recycling and compost in the State of Vermont and encourages the applicant to design the enclosures to accommodate these upcoming requirements. D. Landscaping and Screening Requirements. See Article 13, Section 13.06 Landscaping, Screening, and Street Trees. The applicant has proposed to add 104 trees with a caliper of at least 2.5” dba, slightly exceeding the standard for 1 tree per 5 parking spaces. These are spread throughout the project site, including in the parking islands and along the front of the building and roadways. Landscaping budget: Based on a total estimated project cost of $5,450,000, the minimum landscaping value per the regulations is $62,000. The applicant has proposed landscaping valued at $118,364. Landscaping within parking areas. The proposed project would incorporate 10% of the parking areas as landscaped features, bringing the property into compliance with current standards. This is a significant improvement over existing conditions. Staff considers the minimum landscaping and tree requirements to be met. In an email staff dated May 11, 2017 the City Arborist provided the following comments:  “Specify 2.5 ft. depth of planting soil in continuous beds to provide soil volume to support tree growth  “Recommend substitute for ‘Princeton’ Elm. ‘Accolade’ Elm, ‘Triumph’ Elm and ‘Regal’ Elm all have superior structure as trees mature  “Recommend planting a tree which reaches a larger size in the continuous planting strip on the east side of the parking lot. This is the widest planting strip on the property and therefor has the most soil volume to support larger trees” E. Modification of Standards. Aside from the parking waiver discussed above, the applicant is not seeking any modification of standards. F. Low Impact Development [Stormwater] In an email to staff dated May 10, 2017, the City’s Stormwater Section provided the following comments: “The Stormwater Section has reviewed the ‘Lake Champlain Marketplace’ site plan prepared by VHB, dated 4/14/17. We would like to offer the following comments: 1. This project is located in the Potash Brook watershed. This watershed is listed as stormwater impaired by the State of Vermont Department of Environmental Conservation (DEC). 2. The project proposes to disturb greater than 1 acre of land. It will therefore require a stormwater construction permit from the Vermont DEC Stormwater Division. The applicant should acquire this permit before starting construction. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 3. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure, including the infiltration system originally permitted under UIC Permit #6-0079. Thank you for the opportunity to comment, Dave Wheeler, Assistant Stormwater Superintendent” 5. The Board should direct the applicant to comply with the recommendations of the Stormwater Section. G. Standards for Roadways, Parking, and Circulation The applicant describes the proposed improvements in their letter dated April 14, 2017. These include:  Formalized internal circulation with the perimeter drive;  New sidewalks from Queen City Park Road, from Shelburne Road, along the south and north sides of the property;  New driveway in front of the building with a variety of textures  New bike lanes along the perimeter drive, from Queen City Park Road to the Merchant’s Bank lot. Circulation: Staff has relayed the following recommendations to the applicant to help assure contiguity of pedestrian & bicycle circulation and long-term access: 6. Travelling toward the building from Shelburne Road, stop bars & stop signs should be installed at the two intersections. 7. Travelling toward the building from Shelburne Road, a north-south crosswalk should be installed on the west side of the first 3-way intersection. 8. Travelling toward the building from Shelburne Road, the westbound travel lane between the two intersections is presently 24’ in width, for one lane of traffic. It should be narrowed. Staff recommends that the green island be extended south by 7’, and that 5’ wide green bicycle lane be installed in this area, and then be painted turning southward towards Hannaford Drive. Staff communicated the above recommendations to the applicant and they are waiting for comments back from their traffic engineer which should be available for the meeting. Street Connections: See below under Official Map Bike Racks: The applicant appears to have included bicycle racks at the north end of the building and the center of the building. Staff recommends that these racks be of a type consistent with the Association of Pedestrian and Bicycles Professionals Guidelines. 9. Staff recommends that these racks be of a type consistent with the Association of Pedestrian and Bicycles Professionals Guidelines (ie, Inverted “U” or similar). CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING CONDITIONAL USE CRITERIA The proposed project is subject to Conditional Use review because the proposed use, “shopping center,” is considered Conditional under the Land Development Regulations. 14.10 (E) General Review Standards. The Development Review Board shall review the proposed conditional use for compliance with all applicable standards as contained in these regulations. The proposed conditional use shall not result in an undue adverse effect on any of the following: (1) The capacity of existing or planned community facilities. The proposed use is not anticipated to increase demands on any existing facilities within the community. Staff considers this criterion to be met. (2) The character of the area affected, as defined by the purpose or purposes of the zoning district within which the project is located, and specifically stated policies and standards of the municipal plan. The proposed Shopping Center use is a continuation of very similar uses to what have taken place historically at the property. The purposes for this district support mixed use development. The uses most likely anticipated in at this site are retail in nature, which are permitted in the district. Staff considers this criterion to be met. (3) Traffic on roads and highways in the vicinity. As the applicant’s letter details, the Planning Commission (predecessor to the DRB) established a traffic budget of 1,052 peak hour vehicle trip ends for the property. The applicant has indicated that the proposed project will generate 780 weekday PM peak hour trips, below this figure. Traffic safety is expected to be improved through better defined circulation, the addition of sidewalks, and the addition of bicycle lanes. (4) Bylaws and ordinances then in effect. The project will be subject to the requirements of all ordinances in effect within the City. (5) Utilization of renewable energy resources. The planned renovations will be subject to the statewide energy code. FIRE DEPARTMENT COMMENTS In an email to staff dated April 28, 2017, the City’s Fire Marshal provided the following comments: “SBFD has had several mtgs with the developer regarding fire department access under the new proposal. There have been some modifications for island curb and will include no parking fire lane signage along the east face of the complex. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Terry Francis, Fire Marshal” OTHER: OFFICIAL MAP The City’s Official Map includes a planned street connecting Queen City Park Road to the property to the south of the subject site. The Official Map includes a notation referring to this site which reads: “Blue Circle #8 refers to development of an internal roadway network linking Queen City Park Road with Fayette Road through the Martin’s Foods and Southland properties.” This connection is part of a longstanding effort to establish a secondary north-south connector road on this side of Route 7. Fayette Road near the Palace 9 Theater is a public road. In the 2000s, the City acquired an Irrevocable Offer of Dedication for the connections through the Southlands property, as planned for on the Official Map. Obtaining an Irrevocable Offer for this segment will complete the northern portion of this roadway and comply with the Official Map. In addition to having been included on the Official Map continuously since at least 2002, this connection has been included in the City’s Comprehensive Plans since 1969. 10. Staff recommends that with this application for redevelopment, the property provide the City with an Irrevocable Offer of Dedication for the Perimeter Drive, from Queen City Park Road to Hannaford Drive (circulating around the eastern side of the parking lot), and including the section from Shelburne Road to the Perimeter Drive. In general, staff recommends a 60’ ROW area but can work with the applicant to establish a width in various areas that accommodates existing conditions. Staff has communicated the above recommendation to the applicant and we are waiting for their response which should be available for the meeting. Compliance with 24 V.S.A. § 4416 (b) The applicant submitted a letter dated 4/17/17 from Craig Keller with the Vermont Agency of Transportation which meets the requirements of 24 V.S.A. § 4416 (b). Staff considers that this requirement is being met. Snow Storage The application does not appear to show snow storage areas or a snow removal plan. 11. The applicant should include snow storage areas or a snow removal plan. Lighting The applicant has provided a point-by-point lighting plan. The average foot candles are proposed to be within allowable limits under the Performance Standards. Light poles and fixtures shall comply with the City’s regulations for materials and being downcast and shielded. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING RECOMMENDATION Seek clarification on the questions raised above, and once achieved, to close the public hearings. Respectfully submitted, ________________________________ Ray Belair, Administrative Officer Copy to: Joe Weith, White + Burke Owner: VHB Project :Issued for :Martins Foods of South Burlington, Inc.P.O. Box 1000Portland, ME 04101Applicant:Martins Foods of South Burlington, Inc.P.O. Box 1000Portland, ME 04101Parcel ID:1540-935-740 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Feet0 250 500Site PlansIssued forDate IssuedLatest IssueLake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontLocal Site Plan ApplicationApril 14, 2017May 08, 201757846.00 Burlington PlazaReview 4/14/2017 Sheet IndexNo.Drawing TitleLatest IssueC-1.01Legend and General NotesC-2.00Overall Proposed Site PlanC-2.01Layout and Materials PlanC-2.02Layout and Materials PlanC-3.01Grading and Drainage PlanC-3.02Grading and Drainage PlanC-4.01Utility PlanC-4.02Utility PlanC-5.01Erosion and Sediment Control PlanC-5.02Erosion and Sediment Control PlanC-7.01Site Details 1C-7.02Site Details 2C 7.03Site Details 3C-7.04Site Details 4C-7.05Site Details 5L-1.01Planting PlanL-1.02Planting PlanL-2.01Planting DetailsL-2.02Planting DetailsL-3.01Lighting PlanL-3.02Lighting PlanL-3.03Lighting Plan Reference DrawingsNo.Drawing TitleLatest IssueSv-1Existing Conditions Plan of Land SIAMESE CONNECTIONACCESSIBLE CURB RAMPACCESSIBLE PARKINGVAN-ACCESSIBLE PARKINGCOMPACT PARKING STALLSDOUBLE YELLOW LINESTOP LINECROSSWALKPARKING COUNTMAJOR CONTOURMINOR CONTOURSTREAM / POND / WATER COURSEHAY BALESSILT FENCEDETENTION BASINRETAINING WALLSTOCKADE FENCESTONE WALLFENCETREE LINEWIRE FENCEPATHWOOD GUARDRAILSTEEL GUARDRAILGUY WIRE & ANCHORMATCHLINEGUY POLEHAND HOLEPULL BOXELECTRIC MANHOLEPOST INDICATOR VALVETRANSFORMER PADTELEPHONE MANHOLEUTILITY POLELIGHT POLEELECTRIC METERWATER WELLGAS GATEGAS METERFIRE HYDRANTWATER METEREXTRUDED CONCRETE CURBBUILDING ENTRANCEBOLLARDDOUBLE SIGNDUMPSTER PADSIGNBUILDINGLOADING DOCKMONOLITHIC CONCRETE CURBPRECAST CONC. CURBLIMIT OF CURB TYPESLOPED GRAN. EDGINGSAWCUTVERT. GRAN. CURBEDGE OF PAVEMENTBITUMINOUS CURBCURB AND GUTTERCONCRETE CURBGRAVEL ROADBITUMINOUS BERMWETLAND LINE WITH FLAG200' RIVERFRONT AREATO FLOODINGLIMIT OF DISTURBANCEWETLAND BUFFER ZONENO DISTURB ZONEFLOODPLAINExist.Prop.RIGHT-OF-WAY/PROPERTY LINECONSTRUCTION LAYOUTTOWN LINEZONING LINEBASELINEBUILDING SETBACKEASEMENTPROJECT LIMIT LINEPROPERTY LINEDOUBLE CATCH BASINSEWER MANHOLEFLARED END SECTIONCURB STOP & BOXTAPPING SLEEVE, VALVE & BOXWATER VALVE & BOXHEADWALLDRAIN MANHOLEPLUG OR CAPTRENCH DRAINCLEANOUTCATCH BASINGUTTER INLETMONITORING WELLDOMESTIC WATERFIRE PROTECTIONELECTRICCABLE TVFIRE ALARMTELEPHONEGASROOF DRAINSEWEROVERHEAD WIREWATERDRAINUNDERDRAINCONSTRUCTION EXITHEAVY DUTY PAVEMENTCONCRETE TOP & BOTTOM OF WALL ELEVATIONTOP OF CURB ELEVATIONBORING LOCATIONTEST PIT LOCATIONBOTTOM OF CURB ELEVATIONSPOT ELEVATIONProp.Exist.RIPRAPSTEAMFORCE MAINABAN ABANDONACR ACCESSIBLE CURB RAMPADJ ADJUSTAPPROX APPROXIMATEBIT BITUMINOUSBS BOTTOM OF SLOPEBWLL BROKEN WHITE LANE LINECONC CONCRETEDYCL DOUBLE YELLOW CENTER LINEEL ELEVATIONELEV ELEVATIONEX EXISTINGFDN FOUNDATIONFFE FIRST FLOOR ELEVATIONGRAN GRANITEGTD GRADE TO DRAINLA LANDSCAPE AREALOD LIMIT OF DISTURBANCEMAX MAXIMUMMIN MINIMUMNIC NOT IN CONTRACTNTS NOT TO SCALEPERF PERFORATEDPROP PROPOSEDREM REMOVERET RETAINR&D REMOVE AND DISPOSER&R REMOVE AND RESETSWEL SOLID WHITE EDGE LINESWLL SOLID WHITE LANE LINETS TOP OF SLOPETYP TYPICALCB CATCH BASINCMP CORRUGATED METAL PIPECO CLEANOUTDCB DOUBLE CATCH BASINDMH DRAIN MANHOLECIP CAST IRON PIPECOND CONDUITDIP DUCTILE IRON PIPEFES FLARED END SECTIONFM FORCE MAINF&G FRAME AND GRATEF&C FRAME AND COVERGI GUTTER INLETGT GREASE TRAPHDPE HIGH DENSITY POLYETHYLENE PIPEHH HANDHOLEHW HEADWALLHYD HYDRANTINV INVERT ELEVATIONI= INVERT ELEVATIONLP LIGHT POLEMES METAL END SECTIONPIV POST INDICATOR VALVEPWW PAVED WATER WAYPVC POLYVINYLCHLORIDE PIPERCP REINFORCED CONCRETE PIPER= RIM ELEVATIONSMH SEWER MANHOLETSV TAPPING SLEEVE, VALVE AND BOXUG UNDERGROUNDUP UTILITY POLEPARKING SETBACKSILT SOCK / STRAW WATTLELegendAbbreviationsGeneralUtilityBORDERING LAND SUBJECTBUILDINGSGeneral1. CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING.2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIESSHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTEDIN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE ANDLOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE [##] INCHES LOAM AND SEED.5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORMEARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS.6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATEHIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONSAND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITHTHE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACTDOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUTAPPROPRIATE PERMITS.8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES.9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONSSHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'SEXPENSE.10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA AREENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY,OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECTMATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNERIMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BERESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NOADDITIONAL COST TO OWNER.13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSEIMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, ATNO COST TO OWNER.14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDESCONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OFCONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE ASTORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS.CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA.Utilities1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATEREPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIEDTHIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOTGUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES,NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENTTHAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNINGCONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, ANDELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THATTHERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTINGCONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED ASINTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINEDWITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THEOWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TONOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FORADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITHELEVATIONS ON THE GRADING AND UTILITY PLANS.4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRICAND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE ANDSHALL BE SET/RESET AS FOLLOWS:A. PAVEMENTS AND CONCRETE SURFACES: FLUSHB. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSHC. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVESURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITYSERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY,THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGNLOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT.6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FORPOLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIREALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BYTHE UTILITIES COMPANY.7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN:A. WATER PIPES SHALL BE [TYPE(S)]B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPEC. STORM DRAINAGE PIPES SHALL BE [TYPE(S)]D. PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHEREAPPLICABLE. CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TOBEGINNING WORK.8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION,INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULLBOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALLFURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND ASINDICATED ON THE DRAWINGS.9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GASCOMPANY'S REQUIREMENTS.10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BYTHE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCALMUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUMDIAMETER SHALL BE 5 FEET.Layout and Materials1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OFPAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.2. CURB RADII ARE [##] FEET UNLESS OTHERWISE NOTED.3. CURBING SHALL BE [TYPE] WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS.4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TOTHE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITYPENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURINGCONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR.6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS ATINTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TODRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.7. SNOW STORAGE WILL BE LOCATED ONSITE IN REMOTE PORTIONS OF THE PARKING LOT AND WILL BEMOVED TO AN OFFSITE LOCATION IN RESPONSE TO THE FACILITY'S PARKING NEEDS.Demolition1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THELIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITYPOLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OFEXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS.2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITHLOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THECONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITYREPRESENTATIVES.3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THEBIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENTOF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OFDEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NOCLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN ORLATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THEWORK.5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEERHAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE,DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES ORPOLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OFLOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUSMATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANYCLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NOADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENTINVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOSOR OTHER HAZARDOUS MATERIALS.Erosion Control1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATEAGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND ASIDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS(MINIMUM) OR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THECONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURSOF INSPECTION. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOTENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THATSEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCHSEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS AREEXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZEDTO PREVENT EROSION.5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENTAND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.Existing Conditions Information1. BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEYCONDUCTED BY [WHOM], [AND FROM PLANS OF RECORD]. THE TOPOGRAPHY AND PHYSICALFEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE GROUND BY [WHOM],DURING [DATE(S)]. [OTHER SERVICES].A. DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY:[WHOM]B. FLAGS MARKING THE WETLANDS WERE LOCATED BY: [WHOM] , [HOW]2. TOPOGRAPHY: ELEVATIONS ARE BASED ON [NGVD DATUM].3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WEREOBTAINED FROM [NAME].Document Use1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONALSERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FORWHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZEDUSE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THISDOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB.2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, ANDDATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECTFEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARESUPPLIED AS PART OF THE CONTRACT DOCUMENTS.3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOTNECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THECONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOPDRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECTFEATURES.NotesofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetCJH/TAS PBSLegend andGeneral Notes1 SUGAR HOUSEBAR & GRILL3-STORYAPARTMENT2-STORYMOTELTIREWAREHOUSEJOLLEYCONVENIENCESTOREEXISTINGHANNAFORDSUPERMARKETCHITTENDENCOUNTY HUMANESOCIETYTO QUEEN CITYPARK ROADPERIMETER DRIVEBBCCofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontLocal PermittingNot Approved for ConstructionMay. 08, 20172257846.00CJH/TAS PBSProposed Site Plan20 20 40 80 FeetZoning Summary Chart Lot#1Zoning District(S):Commercial 1 - Resident 15(C1-R15)Overlay District(S):Transit - Zone 1 And TrafficOverlay DistrictZoning Regulation Requirements Existing RequiredProvidedParking Summary ChartDescriptionSizeSpacesRequiredProvidedExisting RequiredProvidedParking CalculationsTree Planting CalculationsLegendNOTES1. SNOW STORAGE WILL BE LOCATED ONSITE INREMOTE PORTIONS OF THE PARKING LOT ANDWILL BE MOVED TO AN OFFSITE LOCATION INRESPONSE TO THE FACILITY PARKING NEEDS2. CART CORRAL LOCATIONS MAY VARY BUTWILL NOT EXCEED QUANTITY SHOWN. THETOTAL NUMBER OF PARKING SPACESPROVIDED DOES NOT INCLUDE SPACES THATWILL BE USED FOR CART CORRALS. SUGAR HOUSEBAR & GRILL3-STORYAPARTMENT2-STORYMOTELTIREWAREHOUSEJOLLEYCONVENIENCESTORETO QUEEN CITYPARK ROADPERIMETER DRIVEofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetCJH/TAS PBSLayout andMaterials Plan3 EXISTINGHANNAFORDSUPERMARKETCHITTENDENCOUNTY HUMANESOCIETYofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetCJH/TAS PBSLayout andMaterials Plan4 SUGAR HOUSEBAR & GRILL3-STORYAPARTMENT2-STORYMOTELTIREWAREHOUSEJOLLEYCONVENIENCESTORETO QUEEN CITYPARK ROADPERIMETER DRIVEBB C C ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetCJH/TAS PBSGrading andDrainage Plan5 EXISTINGHANNAFORDSUPERMARKETCHITTENDENCOUNTY HUMANESOCIETYofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetCJH/TAS PBSGrading andDrainage Plan6 SUGAR HOUSEBAR & GRILL3-STORYAPARTMENT2-STORYMOTELTIREWAREHOUSEJOLLEYCONVENIENCESTORETO QUEEN CITYPARK ROADPERIMETER DRIVEofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetCJH/TAS PBSUtility Plan7 EXISTINGHANNAFORDSUPERMARKETCHITTENDENCOUNTY HUMANESOCIETYofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetCJH/TAS PBSUtility Plan8 SUGAR HOUSEBAR & GRILL3-STORYAPARTMENT2-STORYMOTELTIREWAREHOUSEJOLLEYCONVENIENCESTORETO QUEEN CITYPARK ROADPERIMETER DRIVEofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetCJH/TAS PBSErosion andSediment Control Plan9 EXISTINGHANNAFORDSUPERMARKETCHITTENDENCOUNTY HUMANESOCIETYofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetCJH/TAS PBSErosion andSediment Control Plan10 SHELBURNE ROAD (ROUTE 7)CONTINUOUSPLANTING TRENCH(TYPICAL ALL ISLANDS)SEE GRASS CHANNELENLARGEMENT SHEET L-1.02EXISTING TREE (TYP)1GTM2GB2GB2GTS2GB2GB2GB2GB2GB3GB13GBPC4AF2PC72GTSGTM22GTMGTS2AF22GTSGTM22GTMGTS22GTSGTM2AF2AF2PC8AF2AF2GTS22GTMUAP450HS100HS100HS100HS100HS100HS100HS100HS50HS9BN50HS200HS100HSHS17360HS100HS100HS100HS100HS100HS100HS100HSHS100HS100HS100HS100HS100HS10060HSHS6085HS60HSHS60100HS100HS100HS100HS100HSPD69GTM2AF128CSDECIDUOUS TREESQTYBOTANICAL NAMECOMMON NAMESIZEREMARKSAF 13 Acer freemanii 'Sienna' Red Maple 2 .5 - 3" CAL. B&B, 6' Min. Branch Ht., Single StemBN 9 Betula nigra River Birch 2 - 2.5" CAL. B&B, 6' Min. Branch Ht.GB 30 Ginkgo biloba `Autumn Gold` Autumn Gold Ginko 2 .5 - 3" CAL. B&B, 6' Min. Branch Ht.GTM 15 Gleditsia triacanthos `Moraine` Moraine Honeylocust 2 .5 - 3" CAL. B&B, 6' Min. Branch Ht.GTS 14 Gleditsia triacanthos `Shademaster` Shademaster Locust 2 .5 - 3" CAL. B&B, 6' Min. Branch Ht.PC 19 Pyrus calleryana 'Chanticleer' Callery Pear 2 .5 - 3" CAL. B&B, 6' Min. Branch Ht.UAP 4 Ulmus americana `Princeton' Princeton American Elm 2 .5 - 3" CAL. B&B, 6' Min. Branch Ht.SHRUBSQTYBOTANICAL NAMECOMMON NAMESIZESPACINGCS 28 Cornus sericea 'Isanti' Red Twig Dogwood 24-30" Wide 60" o.c.VINESQTYBOTANICAL NAMECOMMON NAMESIZESPACINGPD 69 Parthenocissus tricupisata Boston Ivy 3" Pot. 48" o.c.PERENNIALSQTYBOTANICAL NAMECOMMON NAMESIZESPACINGHS 3,508 Hemerocallis x `Stella de Oro` Stella de Oro Daylily 1 GAL. 18" o.c.PLANT_SCHEDULEofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetPlanting Plan 16MKW MPH0 20 40 80 FeetPlanting Notes1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED ASSHOWN ON THE PLANS FOR FIELD REVIEW AND APPROVAL BYTHE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADEAND ABOVE GROUND UTILITIES AND NOTIFY OWNERSREPRESENTATIVE OF CONFLICTS.3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALLGRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THEIMMEDIATE AREA. CONTRACTOR SHALL NOTIFY OWNER'SREPRESENTATIVE OF ANY CONFLICT.4. A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BEINSTALLED UNDER ALL TREES AND SHRUBS, AND IN ALLPLANTING BEDS, UNLESS OTHERWISE INDICATED ON THEPLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE.5. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESSOTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATION, ORAPPROVED BY THE OWNER'S REPRESENTATIVE.6. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE ASGRAPHICALLY SHOWN ON THE PLAN. THIS NUMBER SHALLTAKE PRECEDENCE IN CASE OF ANY DISCREPANCY BETWEENQUANTITIES SHOWN ON THE PLANT LIST AND ON THE PLAN.THE CONTRACTOR SHALL REPORT ANY DISCREPANCIESBETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLANTLIST AND PLANT LABELS PRIOR TO BIDDING.7. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BYCITY ARBORIST AND LANDSCAPE ARCHITECT AND APPROVEDIN WRITING BY THE OWNER'S REPRESENTATIVE.8. ALL PLANT MATERIALS INSTALLED SHALL MEET THESPECIFICATIONS OF THE "AMERICAN STANDARDS FORNURSERY STOCK" BY THE AMERICAN ASSOCIATION OFNURSERYMEN AND CONTRACT DOCUMENTS.9. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEARFOLLOWING DATE OF FINAL ACCEPTANCE.10. AREAS DESIGNATED "LOAM & SEED" SHALL RECEIVE MINIMUM6" OF LOAM AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPESHALL BE PROTECTED WITH EROSION CONTROL FABRIC.11. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACTDOCUMENTS SHALL BE LOAM AND SEEDED OR MULCHED ASDIRECTED BY OWNER'S REPRESENTATIVE.12. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TOBE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN DETAILS AND SOIL PREPARATION SPECIFICATION.13. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TOSITE / CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTIONINFORMATION.Plant Maintenance Notes1. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE LAWNSAND PLANTINGS. NO IRRIGATION IS PROPOSED FOR THIS SITE. THECONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING FOR NEW LAWNSAND PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE PERIOD.2. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENTFOR THE COMPLETE LANDSCAPE MAINTENANCE WORK. WATER SHALL BEPROVIDED BY THE CONTRACTOR.3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON, WHENNATURAL RAINFALL IS BELOW ONE INCH PER WEEK.4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLYSATURATE THE SOIL IN THE ROOT ZONE OF EACH PLANT.5. CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OFTHE ONE YEAR GUARANTEE PERIOD. CONTRACTOR SHALL TURN OVERMAINTENANCE TO THE FACILITY MAINTENANCE STAFF AT THAT TIME. BENCH (TYP.)TRASH/RECYCLERECEPTACLES (TYP.)BIKE RACKSBIKE RACKSGRANITE BOLLARDS (TYP.)CANOPY LINELIGHT GREY CONCRETE (TYP.)DARK GREY INTEGRALCOLOR CONCRETE (TYP.)CONTINUOUS PLANTINGTRENCH (TYP, ISLANDS)PAINT TO IDENTIFYPEDESTRIAN ENTRY (TYP)TREE GRATE (TYP.)ALL CONCRETE TO BE FINISHEDWITH MEDIUM BROOM FINISHAND SAW CUT JOINTSPICNIC TABLEGRASS CHANNELSTORMWATER ISLANDPICNIC TABLEofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetPlanting PlanEnlargements17MKW MPH01020 40FeetBUILDING FACADE ENLARGEMENTGRASS CHANNEL ENLARGEMENT 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ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetLighting Plan 20MKW MPH0 20 40 80 FeetMounting:LED Wattage:Manufacturer:Optics:Fixture:Fixture A135LA-647015FIXTURE AND POLE SPECIFICATIONSFinish: BLPGardcoEcoForm (ECF)Voltage: 120-277v (Verify with electrical engineer)Note: Pole is mounted on a 30" raised concrete polebase, final mounting height is 25'.Options: PCBLED Color : NW Driver: 700maPole: PRA5-STB-25 Mounting:LED Wattage:Manufacturer:Optics:Fixture:Fixture B135LA-647014Finish: BLPGardcoEcoForm (ECF)Voltage: 120-277v (Verify with electrical engineer)Note: Pole is mounted on a 30" raised concrete polebase, final mounting height is 25'.Options: PCBLED Color : NW Driver: 700maPole: PRA5-STB-25 Mounting:LED Wattage:Manufacturer:Optics:Fixture:Fixture C135LA-647013Finish: BLPGardcoEcoForm (ECF)Voltage: 120-277v (Verify with electrical engineer)Note: Pole is mounted on a 30" raised concrete polebase, final mounting height is 25'.Options: PCBLED Color : NW Driver: 700maPole: PRA5-STB-25 Mounting:LED Wattage:Manufacturer:Optics:Fixture:Fixture D135LA-647012Finish: BLPGardcoEcoForm (ECF)Voltage: 120-277v (Verify with electrical engineer)Note: Pole is mounted on a 30" raised concrete polebase, final mounting height is 25'.Options: PCBLED Color : NW Driver: 700maPole: PRA5-STB-25 LED Wattage:Driver:Manufacturer:LED Color:Fixture:Fixture E700ma16NW-G3GardcoWall Sconce 121Note: Fixtures are mounted approximately 12' high.Finish: BKMounting:LED Wattage:Manufacturer:Optics:Fixture:Fixture F351LE2Pole: RA61-12LumecMetroScapeFinish: BKTXLED Color : 4,000KFinial: FN100.500.251.00ISO-CONTOUR KEYFOOTCANDLE VALUEISO-CONTOURMax/MinSTATISTICAL AREA SUMMARYGrid Units: FootcandlesGrid Type: Horizontal Illuminance at finish grade.MinMaxAvgAvg/MinThis analysis was calculated in accordance with published IES calculation methods and procedures withthe data as entered by the user. This analysis is based on tested IES photometric data, light loss factors asdefined in the LLF value. This analysis is a mathematical model of real life situations, and it can be only asaccurate as the model itself. Calculated values may vary from actual measurements in certain situations.SE Group is not responsible for light output deviations due to lamp/ballast combinations or other variables.Disclaimer:1Statistical AreaParking Lot 2.08 0.805.10 6.382.602Circulation Road 1.76 0.704.90 7.002.513Service Area 0.40 0.003.40 N.A.N.A. ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetLighting Details21MKW MPHASCALE 1/2" = 1'-0"BLIGHT POLEFOOTING-RAISEDCLLIGHT FIXTUREPLAN VIEWCONCRETELIGHT POLE BASELIGHTPOLEPARKING LOT LIGHT FIXTURE - (Fixture A)LIGHT FIXTUREREFER TO LIGHTING PLANFOR SPECIFICATIONSNOTES:1. CONTRACTOR TO PROVIDE SHOPDRAWINGS AND CUT-SHEETS FORLIGHT FIXTURE, POLE, AND ALL HARDWARE,FOR APPROVAL BY LANDSCAPE ARCHITECT.2. ELECTRICAL CONTRACTOR TO COORDINATEWITH ELECTRICAL ENGINEER FOR ALL WIRINGAND CIRCUITS ASSOCIATED WITH THE SITELIGHTING.LIGHT POLEREFER TO LIGHTING PLANFOR SPECIFICATIONSSCALE 1/2" = 1'-0"BLIGHT POLEFOOTING-RAISEDCLLIGHT FIXTUREPLAN VIEWCONCRETELIGHT POLE BASELIGHTPOLEPARKING LOT LIGHT FIXTURE - (Fixture B-C-D)LIGHT FIXTUREREFER TO LIGHTING PLANFOR SPECIFICATIONSNOTES:1. CONTRACTOR TO PROVIDE SHOPDRAWINGS AND CUT-SHEETS FORLIGHT FIXTURE, POLE, AND ALL HARDWARE,FOR APPROVAL BY LANDSCAPE ARCHITECT.2. ELECTRICAL CONTRACTOR TO COORDINATEWITH ELECTRICAL ENGINEER FOR ALL WIRINGAND CIRCUITS ASSOCIATED WITH THE SITELIGHTING.LIGHT POLEREFER TO LIGHTING PLANFOR SPECIFICATIONSB ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Lake ChamplainMarketplace935 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionMay 08, 20172257846.000 15 30 60 FeetLighting Details22MKW MPHACLIGHT POLE FOOTING - RAISEDSCALE 1/2" = 1'-0" d-light footing - raised.dwg2'MAINTAIN A 3" MINIMUMCOVERAGE ON ALL BARS3"POLEPOLE BASE WITH GROUTIF NECESSARYBASEPLATE AND ANCHOR BOLTS(AS PRE MANUFACTURERS SPECS.)WIRE ANCHOR RODSTO REINFORCINGCONCRETE FOOTING 35OO PSIELECTRICAL CONDUIT, TYP.SUPPLIED BY ELECTRICALCONTRACTOR6-#5 BARS WITHIN A6x6 10/10 W.W.F. CAGENOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR.THE CONTRACTOR WILL TAKE SPECIAL CARE TOENSURE CONCRETE POLE BASES ARE INSTALLEDABSOLUTELY VERTICAL AND LEVEL.CLAMP SUITABLE FORDIRECT BURIAL#8 BARE GROUND WIREINSTALL WITH ASEPARATE CONDUITINTO CONCRETE BASE3/4" DIA x 8'-0" COPPERCLAD GROUNDING RODLIGHT POLE BASE TO BE30" ABOVE FINISH GRADEW/ 45 DEG CHAMFERED EDGELIGHT POLE FOOTING - FLUSHSCALE 1/2" = 1'-0" d-light footing - flush.dwg2'MAINTAIN A 3" MINIMUMCOVERAGE ON ALL BARS3"POLEPOLE BASE WITH GROUTIF NECESSARYBASEPLATE AND ANCHOR BOLTS(AS PRE MANUFACTURERS SPECS.)WIRE ANCHOR RODSTO REINFORCINGCONCRETE FOOTING 35OO PSIELECTRICAL CONDUIT, TYP.SUPPLIED BY ELECTRICALCONTRACTOR6-#5 BARS WITHIN A6x6 10/10 W.W.F. CAGENOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR.THE CONTRACTOR WILL TAKE SPECIAL CARE TOENSURE CONCRETE POLE BASES ARE INSTALLEDABSOLUTELY VERTICAL AND LEVEL.CLAMP SUITABLE FORDIRECT BURIAL#8 BARE GROUND WIREINSTALL WITH ASEPARATE CONDUITINTO CONCRETE BASE3/4" DIA x 8'-0" COPPERCLAD GROUNDING RODLIGHT POLE BASE TO BE2" ABOVE FINISH GRADEW/ 45 DEG CHAMFERED EDGEBSCALE 1/2" = 1'-0"CLIGHT POLEFOOTING-RAISED2'-0"OR AS NOTEDCLPEDESTRIAN LIGHT FIXTURE - (Fixture F)FLUSH CURBLIGHT FIXTUREREFER TO LIGHTING PLANFOR SPECIFICATIONSNOTES:1. CONTRACTOR TO PROVIDE SHOPDRAWINGS AND CUT-SHEETS FORLIGHT FIXTURE, POLE, AND ALL HARDWARE,FOR APPROVAL BY LANDSCAPE ARCHITECT.2. ELECTRICAL CONTRACTOR TO COORDINATEWITH ELECTRICAL ENGINEER FOR ALL WIRINGAND CIRCUITS ASSOCIATED WITH THE SITELIGHTING.LIGHT POLEREFER TO LIGHTING PLANFOR SPECIFICATIONS \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\Traffic Impact Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403-7771 P 802.497.6100 To: Mr. Bill McKenney Retail Business Services LLC Real Estate Department - North - MS 6000 145 Pleasant Hill Road Scarborough, Maine 04074-9309 Date: February 21, 2017 Project #: 57846.00 From: David Saladino, P.E., AICP Director, Transportation Systems Re: Proposed Burlington Plaza Adaptive Reuse & Renovation Traffic Impact Study Burlington Plaza, Shelburne Road, South Burlington, VT VHB has prepared a Traffic Impact Study (TIS) for the proposed adaptive reuse and renovation of the Burlington Plaza property, located on Shelburne Road in South Burlington, Vermont. The Burlington Plaza property consists of an approximately 12 acre, two lot planned unit development (PUD). Lot 1 contains an approximately 107,650 square foot currently vacant retail building which formerly housed a K-Mart department store, Martin’s Supermarket, movie theater and other retail businesses. Lot 2 contains an approximately 2,120 square foot Merchant’s Bank. Hannaford Brothers Company is proposing to adaptively reuse and renovate the existing building on Lot 1 for use as a Hannaford supermarket and pharmacy and other uses typical in a shopping center yet to be determined. This memorandum includes the following: x A description of the existing roadway network in the vicinity of the site; x A description of the proposed development program; x A trip generation estimate for the proposed development program; x A description of the traffic volume network development; x An evaluation of traffic operations within the study area; and x Conclusions. EXISTING ROADWAY CONDITIONS The Burlington Plaza is located on the west side of Shelburne Road (US 7) between Queen City Park Road and Hannaford Drive in South Burlington, Vermont. Access to the plaza is provided to and from the north via Queen City Park Road and Queen City Parkway, to and from the south via a private connector street to Hannaford Drive, and to and from the east via an existing signalized intersection on Shelburne Road (US 7). The location of the site in relation to the local roadway network is shown in Figure 1. Shelburne Road (US 7) is a five-lane roadway (two lanes in each direction with directional left-turn lanes) that runs north/south and, in the general project vicinity, provides a connection between Burlington, I-189, and Shelburne and points south. The posted speed limit along Shelburne Road adjacent to the Burlington Plaza is 35 miles per hour (mph). Five-foot wide concrete sidewalks are provided along both sides of Shelburne Road. Transit service is provided along Shelburne Road by the Chittenden County Transportation Authority (CCTA) Route 6 bus, which operates on 30- minute weekday headways with a stop adjacent to the Burlington Plaza entrance. Land uses along Shelburne Road are generally commercial in nature. Queen City Park Road is a two-lane roadway (one lane in each direction) that provides an east-west connection between Shelburne Road to the east and Industrial Parkway to the west. The posted speed limit along Queen City Park Ref: 57846.00 February 27, 2017 Page 2 \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\Traffic Impact Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403-7771 P 802.497.6100 Road is 25 mph. A five-foot wide concrete sidewalk is provided along the south side of Queen City Park Road from Queen City Parkway west to Arthur Court. Land uses along Queen City Park Road are a mix of commercial, residential, and industrial. The Burlington Plaza access drive and Brewer Parkway intersect Shelburne Road from the west and east, respectively, to form a 4-way signalized intersection. Shelburne Road provides a left-turn lane, a through lane and a shared through/right lane in the northbound direction and a left-turn lane, two through lanes and a right-turn lane in the southbound direction. The Burlington Plaza access drive provides a shared left/through lane and a right-turn lane. The Brewer Parkway intersection provides a single general access lane. The traffic signal provides a protected left-turn phase on the Shelburne Road approaches and concurrent phasing on the minor approaches with a right-turn overlap phase for the Burlington Plaza drive approach. The Burlington Plaza access drive and Queen City Parkway intersect Queen City Park Road from the south and north respectively to form a four-way stop-controlled intersection. All four approaches are served by a single multiuse lane. DEVELOPMENT PROGRAM Hannaford Brothers Company is proposing to adaptively reuse and renovate the Burlington Plaza shopping center with a 67,389 square foot Hannaford Supermarket and Pharmacy (60,671 square foot ground floor footprint plus a 6,718 square foot second floor mezzanine) and 40,261 square feet of other uses typical in a shopping center yet to be determined. The 2,120 square foot Merchant’s Bank, which is part of the overall Burlington Plaza planned unit development will be unaffected by the proposed project. The proposed layout of the project is shown in Figure 2. As the figure shows, the project includes several important site enhancements which will improve overall traffic safety and circulation such as new curbing, landscaped buffers and defined turn lanes to better delineate the internal roadway system, new sidewalks extending from the building storefronts to Shelburne Road (and the adjacent CCTA transit stop) and Queen City Park Road, and enhanced site lighting. TRIP GENERATION Historic Context and “Vested” Trip Generation Burlington Plaza was originally developed in 1968 as a 12.02 acre, two-lot, planned unit development and has housed several retail shopping center uses over the years including a Martin’s Supermarket, movie theater, drug store, dry cleaner, video rental, and most recently a K-Mart department store. In 1974, Merchants Bank constructed a free standing 985 square foot bank with drive through window on a 0.39 acre lot (Lot 2 of the PUD) on the east side of the property adjacent to Shelburne Road. In 2008, Merchants Bank replaced the original 985 square foot bank with drive- through with a 2,120 square foot bank with drive-through. A 1993 traffic assessment accompanying the adjacent Southland development entitled “Net Effect of 40 KSF K-Mart Expansion w/ Southland Build-out & Kmart Connection (Compared to No Connection)", prepared by Lamoureux, Stone, and O’Leary, estimated the weekday evening peak hour trip generation of the Burlington Plaza to equal 1,052 vehicle SUGAR HOUSEBAR & GRILL3-STORYAPARTMENT3-STORYMOTELTIREWAREHOUSEJOLLYCONVENIENTSTOREEXISTINGHANNAFORDSUPERMARKETCHITTENDENCOUNTY HUMANESOCIETYTO QUEEN CITYPARK ROADPERIMETER DRIVEofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.comDate40 IDX DrBuilding 100 Suite 200South Burlington, VT 05403802.497.6100Burlington Plaza947 Shelburne Rd.South Burlington, VermontNot Approved for ConstructionFeb. 21, 20172257846.00Proposed Site Act 250Jurisdictional Opinion Plan10 20 40 80 Feet Summary Chart Lot#1Zoning District(S):Commercial 1 -Resident 15 (C1-R15)Overlay District(S):Transit - Zone 1ItemExisting ProposedParking Summary ChartDescriptionSizeSpacesRequiredProvidedExistingProposedLegend1FIGURE 2 Ref: 57846.00 February 27, 2017 Page 3 \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\Traffic Impact Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403-7771 P 802.497.6100 trips ends per hour (vte/hour). The City of South Burlington Development Review Board’s approval of the 2008 Merchants Bank expansion identified the grandfathered traffic budget of the existing Burlington Plaza at 1,052 (vte/hour). An excerpt of the 2008 South Burlington DRB decision referencing the grandfathered trips, along with the 2008 traffic analysis referencing this figure, is included in the Appendix. Trip Generation from Adaptive Reuse/Renovation of Existing Shopping Plaza The trip generation estimates for the adaptive reuse/renovation of the Burlington Plaza were calculated using rates published by the Institute of Transportation Engineers (ITE) in the latest version of Trip Generation1. Specifically, the following ITE land use codes were used for the trip generation estimates: x Supermarket (ITE Land Use Code 850) for the proposed 67,389 square foot Hannaford Supermarket and Pharmacy (60,671 square foot ground floor footprint plus a 6,718 square foot second floor mezzanine) x Shopping Center (ITE Land Use Code 820) for the remaining retail space (i.e. 40,261 square feet of general retail in the shopping center plus the existing 2,120 square foot Merchant’s Bank) It should be noted that the approach described above, in which the supermarket’s trip generation is calculated separately from the remaining shopping center (as opposed to estimating trip generation from a single, combined 109,770 square foot shopping center) is a more conservative approach, resulting in an approximately 35% higher total trip generation total for the proposed uses. It should further be noted that the trip generation estimates for the shopping center include trips generated by the 2,120 square foot Merchant’s Bank even though trips from the bank are already included in the background traffic counts used for this study. Specific peak hour counts were not conducted at the Merchant’s Bank driveway, so to be conservative we have essentially double-counted trips generated by the bank during the evening peak hour. Table 1 summarizes the trip generation estimates for the proposed Burlington Plaza adaptive reuse/redevelopment plan for the weekday evening peak hour. The trip generation calculations assume a 15% internal capture rate, based on the methodology outlined in ITE’s Trip Generation Handbook. Calculations supporting the trip generation estimates are included in the Appendix. 1TripGeneration9thEdition,InstituteofTransportationEngineers,WashingtonD.C.,2012. Ref: 57846.00 February 27, 2017 Page 4 \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\Traffic Impact Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403-7771 P 802.497.6100 TABLE 1: TRIP GENERATION SUMMARY As shown in Table 1 above, the proposed development is estimated to generate 780 external trips (390 entering and 390 exiting) during the weekday evening peak hour, which falls below the plaza’s previously established trip generation budget of 1,052 weekday evening peak hour trips. It is possible that future uses on the property may bring total evening peak hour trips up to the grandfathered level of 1,052 trips, but this level is not proposed to be exceeded at this time. TRAFFIC NETWORKS Turning movement traffic counts were collected at the study intersections on April 9, 2016. To evaluate the impact of the permitted trips within the study area, the 2016 peak hour traffic volumes counts were projected to the opening year (2018) of the development and a 5-year forecast horizon (2023). Copies of the traffic volume count data are provided in the Appendix. Seasonal Variation Since it is impractical to design for the highest volume encountered during the year, VTrans guidelines recommend a compromise between capacity and cost. Design Hourly Volume (DHV) criteria allow roads to be designed for the 30th highest hourly volume of the year. Historical data from the closest, most comparable VTrans continuous count stations located on US 7 (P6D040) and VT 127 (P6D001) were reviewed to establish an appropriate DHV condition. The majority of the 30th highest hours at these two count stations occurred during the weekday evening peak hours, indicating that a weekday evening DHV condition is appropriate. As such, a 1.17 DHV adjustment was applied to the raw weekday evening peak hour data. Supermarket Retail Internal Peak Period 67,389 42,381 Total Capture Trips Rounded Weekday Evening (Fitted Curve) (Fitted Curve) 15% Enter 297 162 458 69 390 390 Exit 285 175 460 69 391 390 Total 582 337 919 138 781 780 Site Generated Trips (Vehicles / Hour) External Retail area includes 40,261 sf general retail in shopping center plus 2,120 sf Merchant's Bank Trip generation estimate based on ITE Trip Generation 9th Edition: Fitted Curve for LUC 850 (Supermarket) & LUC 820 (Shopping Center). Internal Capture trip percentages are based on “Trip Generation Handbook” by ITE. Ref: 57846.00 February 27, 2017 Page 5 \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\Traffic Impact Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403-7771 P 802.497.6100 Background Growth Traffic growth is a function of expected land development in the region. To predict a rate at which traffic can be expected to grow during the forecast period, historical traffic growth was examined. The growth factor to project 2018 volumes to 2023 listed in the VTrans Red Book2 suggests a regional short term traffic growth of 3%. To provide a conservative assessment, a 1.0% annual background growth rate was utilized. The 2018 and 2023 baseline traffic volumes were developed by applying the average annual growth rate of 1.0% per year to the DHV-adjusted peak hour traffic volumes. Permitted Traffic Networks The 2018 and 2023 Permitted traffic networks were developed by distributing the previously permitted 1,052 trips onto the roadway network based on background travel patterns and adding these volumes to the 2018 and 2023 Design Hour Volumes. The distribution of permitted trips is shown in Figure 3 and the 2018 and 2023 weekday evening peak hour volumes with the permitted trips are shown in Figures 4 and 5. TRAFFIC ANALYSES Intersection capacity analyses were performed at the study area intersections for the 2018 and 2023 weekday evening peak hours. Levels of service (LOS) were calculated based on the criteria published in the 2000 Highway Capacity Manual3. Level of service is the term that defines the conditions that may occur on a given roadway or at an intersection when accommodating various traffic volume loads. Levels of service range from A to F with LOS A representing generally free-flowing operating conditions and LOS F representing relatively high levels of delay. Copies of the level of service calculations have been provided in the Appendix. Table 2 summarizes the operational analysis at the signalized study area intersection of Shelburne Road (US 7)/Brewer Parkway/Plaza Drive. As shown, the intersection is expected to operate at LOS C during the weekday evening peak hour in both the 2018 and 2023 analysis periods. It should be noted that the results presented below reflect the operations of the US 7/Brewer Parkway/Plaza Driveway intersection in isolation. The intersection is actually part of a larger coordinated signal system along Shelburne Road which experiences peak period delay resulting largely from sub-optimal signal timing allocations and mis-aligned signal coordination at up- and down-stream signals. VTrans typically revisits corridor signal timing and coordination on a three-year cycle and we anticipate that current coordination issues will be addressed during the next round of VTrans signal adjustments. 2 ContinuousTrafficCounterReport(TheRedbook)Basedon2015TrafficData,VTransHighwayDivision,September2016. 3HighwayCapacityManual,FederalHighwayAdministration,TransportationResearchBoard,2000. Ref: 57846.00 February 27, 2017 Page 6 \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\Traffic Impact Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403-7771 P 802.497.6100 TABLE 2 SIGNALIZED INTERSECTION CAPACITY ANALYSIS SUMMARY 2018 DHV + Permitted Trips Location Peak Hour v/c* Delay** LOS*** US 7 / Brewer Parkway / Weekday PM 0.97 31 C Plaza Drive 2023 DHV + Permitted Trips Location v/c Delay LOS US 7 / Brewer Parkway / Weekday PM 1.00 33 C Plaza Drive * Volume to capacity ratio. ** Delay expressed in seconds per vehicle. *** Level of service. Table 3 summarizes the operational analysis at the unsignalized Queen City Park Road/Queen City Parkway intersection during the 2018 and 2023 time periods. TABLE 3 UNSIGNALIZED INTERSECTION CAPACITY ANALYSIS SUMMARY 2018 DHV + Permitted Trips Location / Movement Peak Hour v/c* Delay^ LOS+ Queen City Park Rd / Plaza Drive EB left/thru/right from QC Park Rd Weekday PM 0.95 45 E NB left/thru/right from Plaza Drive 0.48 15 C SB left/thru/right from QC Pkwy 0.33 12 B 2023 DHV + Permitted Trips Location / Movement Peak Hour v/c* Delay^ LOS+ Queen City Park Rd / Plaza Drive EB left/thru/right from QC Park Rd Weekday PM 0.96 49 E NB left/thru/right from Plaza Drive 0.51 16 C SB left/thru/right from QC Pkwy 0.43 14 B * Volume to capacity ratio. ^ Delay in seconds per vehicle. + Level of service. Ref: 57846.00 February 27, 2017 Page 7 \\vtnfdata\projects\57846.00 Hannaford K-Mart Plaza\docs\memos\Traffic\Traffic Impact Study\Burlington Plaza Traffic Impact Study - 2017-02-24.docx 40 IDX Drive Building 100, Suite 200 South Burlington, VT 05403-7771 P 802.497.6100 CONCLUSIONS The Burlington Plaza property consists of an approximately 12 acre, two lot planned unit development. Lot 1 contains an approximately 107,650 square foot currently vacant retail building which formerly housed a K-Mart department store, Martin’s Supermarket, movie theater and other retail businesses. Lot 2 contains an approximately 2,120 square foot Merchant’s Bank. Hannaford Brothers Company is proposing to adaptively reuse and renovate the existing building on Lot 1 for use as a Hannaford supermarket and pharmacy and other uses typical in a shopping center yet to be determined. The proposed development program consists of a 67,389 square foot Hannaford Supermarket and Pharmacy and 40,261 square feet of general retail in the shopping center. The project is estimated to generate 780 external trips (390 entering and 390 exiting) during the weekday evening peak hour which falls below the plaza’s previously established trip generation budget of 1,052 weekday evening peak periods hour trips. It is possible that future uses on the property may bring total evening peak hour trips up to the grandfathered level of 1,052 trips, but this level is not proposed to be exceeded at this time. Given that the proposed adaptive reuse and rehabilitation is estimated to generate approximately 35% fewer trips than the previously permitted weekday peak hour trip generation for the plaza, it is reasonable to conclude that the study intersections would experience lower levels of delay and improved Levels of Service under the proposed development scenario than what was presented in this report, which incorporated the full 1,052 trips. In addition, the project includes several important site enhancements which will improve overall traffic safety and circulation such as new curbing, landscaped buffers and turn lanes to better define the internal roadway system, new sidewalks extending from the building storefronts to Shelburne Road (and the adjacent CCTA transit stop) and Queen City Park Road, and enhanced site lighting. In conclusion, because no increase in trips is proposed beyond the grandfathered 1,052 trips for the property, the proposed adaptive reuse and rehabilitation of Burlington Plaza will have no material adverse impact on levels of traffic delay or traffic operations. Further, the site improvements proposed for the plaza, including a better defined perimeter drive and internal intersections, will enhance overall safety, and the proposed sidewalk improvements will enhance pedestrian safety and increase accessibility to public transit. Technical Appendix Traffic ¾ Traffic Volume Data & Adjustments ¾ Grandfathered Trip Generation Files ¾ Trip Generation Calculations ¾ Intersection Capacity Analyses Traffic Volume Data Burlington, VermontRte 7/Brewer PkwyTuesday, April 12, 2016Location: 44.4429177865868, -73.2096987962723 www.TSTData.com184 Baker Rd Coatesville, Pennsylvania, United States 19320610-466-1469Serving Transportation Professionals Since 1995 Count Name: Rte 7 @ BrewerPkwySite Code: Location 6Start Date: 04/12/2016Page No: 1 Turning Movement Data StartTime US 7 Brewer Pkwy US 7 Kmart Entrance Southbound Westbound Northbound Eastbound Right Right onRed Thru Left U-Turn Peds App.Total Right Right onRed Thru Left U-Turn Peds App.Total Right Right onRed Thru Left U-Turn Peds App.Total Right Right onRed Thru Left U-Turn Peds App.Total Int.Total 4:00 PM 13 3 316 9 0 0 341530102 9 2 0 407 7 0 0 416 11 10 1 5 0 1 27 793 4:15 PM 11 2 339 5 0 0 357320101 6 3 1 389 8 0 0 401 9 18 1 6 0 2 34 798 4:30 PM 13 4 349 6 0 0 372800200 10 1 1 366 6 0 0 374 11 11 0 6 0 1 28 784 4:45 PM 13 4 357 8 0 0 382521300 11 2 0 378 4 0 0 384 11 11 0 10 0 1 32 809 Hourly Total 50 13 1361 28 0 0 1452 2171703 36 8 2 1540 25 0 0 1575 42 50 2 27 0 5 121 3184 5:00 PM 9 6 343 7 0 0 365301102 5 2 0 401 3 0 0 406 16 16 0 9 0 1 41 817 5:15 PM 13 2 382 7 0 0 404220305 7 6 0 453 6 0 0 465 16 13 2 6 0 1 37 913 5:30 PM 7 2 346 2 0 0 357031101 5 2 0 348 5 0 0 355 9 16 1 4 0 2 30 747 5:45 PM 7 0 324 3 0 0 334132100 7 1 0 308 4 0 0 3132281600 37 691 Hourly Total 36 10 1395 19 0 0 1460 684608 24 11 0 1510 18 0 0 1539 63 53 4 25 0 4 145 3168 6:00 PM 0 0 0 0 0 0 0000000 0001000 1000000 01 GrandTotal 86 23 2756 47 0 0 2912 27 15 5 13 0 11 60 19 2 3051 43 0 0 3115 105 103 6 52 0 9 266 6353 Approach%3.0 0.8 94.6 1.6 0.0 -- 45.0 25.0 8.3 21.7 0.0 -- 0.6 0.1 97.9 1.4 0.0 -- 39.5 38.7 2.3 19.5 0.0 --- Total % 1.4 0.4 43.4 0.7 0.0 -45.8 0.4 0.2 0.1 0.2 0.0 -0.9 0.3 0.0 48.0 0.7 0.0 -49.0 1.7 1.6 0.1 0.8 0.0 -4.2 - Lights 86 23 2680 46 0 -2835 26 14 5 13 0 -58 19 2 2967 43 0 -3031 105 102 6 52 0 -265 6189 % Lights 100.0 100.0 97.2 97.9 --97.4 96.3 93.3 100.0 100.0 --96.7 100.0 100.0 97.2 100.0 --97.3 100.0 99.0 100.0 100.0 --99.6 97.4 OtherVehicles 007610-7711000-2008400-8401000-1164 % OtherVehicles 0.0 0.0 2.8 2.1 --2.6 3.7 6.7 0.0 0.0 --3.3 0.0 0.0 2.8 0.0 --2.7 0.0 1.0 0.0 0.0 --0.4 2.6 BicyclesonCrosswalk -----0 ------3 ------0 ------2 -- % BicyclesonCrosswalk ------------27.3 -------------22.2 -- Pedestrians -----0 ------8 ------0 ------7 -- %Pedestrians ------------72.7 -------------77.8 -- Burlington, VermontRte 7/Brewer PkwyTuesday, April 12, 2016Location: 44.4429177865868, -73.2096987962723 www.TSTData.com184 Baker Rd Coatesville, Pennsylvania, United States 19320610-466-1469Serving Transportation Professionals Since 1995 Count Name: Rte 7 @ BrewerPkwySite Code: Location 6Start Date: 04/12/2016Page No: 2 04/12/2016 4:00 PMEnding At04/12/2016 6:15 PM LightsOther VehiclesBicycles on CrosswalkPedestrians US 7 [SB] Out In Total 3059 2835 5894 86 77 163 000 000 3145 2912 6057 109 2680 46 0 0 0761 0 0 00000 00000 109 2756 47 0 0 RTLUP 7400173Out6000258In134003131TotalBrewer Pkwy [WB]R4200240T50005L1300013U00000P1183002900 3031 5931 77 84 161 000 000 2977 3115 6092 Out In Total US 7 [NB] ULTRP 0 43 2967 21 0 008400 00000 00000 0 43 3051 21 0Kmart Entrance [EB]Total422100423In265100266Out15700015700000U5200052L60006T207100208R00279PTurning Movement Data Plot Burlington, VermontRte 7/Brewer PkwyTuesday, April 12, 2016Location: 44.4429177865868, -73.2096987962723 www.TSTData.com184 Baker Rd Coatesville, Pennsylvania, United States 19320610-466-1469Serving Transportation Professionals Since 1995 Count Name: Rte 7 @ BrewerPkwySite Code: Location 6Start Date: 04/12/2016Page No: 3 Turning Movement Peak Hour Data (4:30 PM) StartTime US 7 Brewer Pkwy US 7 Kmart Entrance Southbound Westbound Northbound Eastbound Right Right onRed Thru Left U-Turn Peds App.Total Right Right onRed Thru Left U-Turn Peds App.Total Right Right onRed Thru Left U-Turn Peds App.Total Right Right onRed Thru Left U-Turn Peds App.Total Int.Total 4:30 PM 13 4 349 6 0 0 372800200 10 1 1 366 6 0 0 374 11 11 0 6 0 1 28 784 4:45 PM 13 4 357 8 0 0 382521300 11 2 0 378 4 0 0 384 11 11 0 10 0 1 32 809 5:00 PM 9 6 343 7 0 0 365301102 5 2 0 401 3 0 0 406 16 16 0 9 0 1 41 817 5:15 PM 13 2 382 7 0 0 404220305 7 6 0 453 6 0 0 465 16 13 2 6 0 1 37 913 Total 48 16 1431 28 0 0 1523 1842907 33 11 1 1598 19 0 0 1629 54 51 2 31 0 4 138 3323 Approach%3.2 1.1 94.0 1.8 0.0 -- 54.5 12.1 6.1 27.3 0.0 -- 0.7 0.1 98.1 1.2 0.0 -- 39.1 37.0 1.4 22.5 0.0 --- Total % 1.4 0.5 43.1 0.8 0.0 -45.8 0.5 0.1 0.1 0.3 0.0 -1.0 0.3 0.0 48.1 0.6 0.0 -49.0 1.6 1.5 0.1 0.9 0.0 -4.2 - PHF 0.923 0.667 0.937 0.875 0.000 -0.942 0.563 0.500 0.500 0.750 0.000 -0.750 0.458 0.250 0.882 0.792 0.000 -0.876 0.844 0.797 0.250 0.775 0.000 -0.841 0.910 Lights 48 16 1399 28 0 -1491 184290-33 11 1 1565 19 0 -1596 54 50 2 31 0 -137 3257 % Lights 100.0 100.0 97.8 100.0 --97.9 100.0 100.0 100.0 100.0 --100.0 100.0 100.0 97.9 100.0 --98.0 100.0 98.0 100.0 100.0 --99.3 98.0 OtherVehicles 003200-3200000-0003300-3301000-166 % OtherVehicles 0.0 0.0 2.2 0.0 --2.1 0.0 0.0 0.0 0.0 --0.0 0.0 0.0 2.1 0.0 --2.0 0.0 2.0 0.0 0.0 --0.7 2.0 BicyclesonCrosswalk -----0 ------2 ------0 ------0 -- % BicyclesonCrosswalk ------------28.6 -------------0.0 -- Pedestrians -----0 ------5 ------0 ------4 -- %Pedestrians ------------71.4 -------------100.0 -- Burlington, VermontRte 7/Brewer PkwyTuesday, April 12, 2016Location: 44.4429177865868, -73.2096987962723 www.TSTData.com184 Baker Rd Coatesville, Pennsylvania, United States 19320610-466-1469Serving Transportation Professionals Since 1995 Count Name: Rte 7 @ BrewerPkwySite Code: Location 6Start Date: 04/12/2016Page No: 4 Peak Hour Data 04/12/2016 4:30 PMEnding At04/12/2016 5:30 PM LightsOther VehiclesBicycles on CrosswalkPedestrians US 7 [SB] Out In Total 1618 1491 3109 33 32 65 000 000 1651 1523 3174 64 1399 28 0 0 0320 0 0 00000 00000 64 1431 28 0 0 RTLUP 4200042Out3300033In7500075TotalBrewer Pkwy [WB]R2200022T20002L90009U00000P752001512 1596 3108 33 33 66 000 000 1545 1629 3174 Out In Total US 7 [NB] ULTRP 0 19 1565 12 0 003300 00000 00000 0 19 1598 12 0Kmart Entrance [EB]Total222100223In137100138Out850008500000U3100031L20002T104100105R00044PTurning Movement Peak Hour Data Plot (4:30 PM) Burlington, VermontQ.City Pkwy/Q.City RdTuesday, April 12, 2016Location: 44.4450131926876, -73.2113403081894 www.TSTData.com184 Baker Rd Coatesville, Pennsylvania, United States 19320610-466-1469Serving Transportation Professionals Since 1995 Count Name: Queens City Pkwy@ Queen City Park RdSite Code: Location 9Start Date: 04/12/2016Page No: 1 Turning Movement Data Start Time Queen City Pkwy Queen City Park Rd Queen City Pkwy Queen City Park Rd Southbound Westbound Northbound Eastbound Right Thru Left U-Turn Peds App.Total Right Thru Left U-Turn Peds App.Total Right Thru Left U-Turn Peds App.Total Right Thru Left U-Turn Peds App.Total Int.Total 4:00 PM 28 4 0 0 0 3200000 0063400 40 42 0 40 0 0 82 154 4:15 PM 10 0 2 0 0 1200100 1041700 21 57 0 44 0 0 101 135 4:30 PM 22 0 1 0 0 2301000 1023100 33 49 2 49 0 0 100 157 4:45 PM 19 0 0 0 0 1900000 0132900 33 63 0 73 0 0 136 188 Hourly Total 79 4 3 0 0 8601100 2 1 15 111 0 0 127 211 2 206 0 0 419 634 5:00 PM 15 5 2 0 0 2200000 0063000 36 66 0 74 0 0 140 198 5:15 PM 21 3 0 0 0 2400000 0 0 11 38 0 0 49 70 0 60 0 0 130 203 5:30 PM 11 0 0 0 0 1102000 2022400 26 66 0 53 0 0 119 158 5:45 PM 15 1 1 0 0 1700100 1032600 29 43 2 59 0 0 104 151 Hourly Total 62 9 3 0 0 7402100 3 0 22 118 0 0 140 245 2 246 0 0 493 710 6:00 PM 0 0 0 0 0 000000 000000 000000 00 Grand Total 141 13 6 0 0 16003200 5 1 37 229 0 0 267 456 4 452 0 0 912 1344 Approach % 88.1 8.1 3.8 0.0 -- 0.0 60.0 40.0 0.0 -- 0.4 13.9 85.8 0.0 -- 50.0 0.4 49.6 0.0 --- Total % 10.5 1.0 0.4 0.0 -11.9 0.0 0.2 0.1 0.0 -0.4 0.1 2.8 17.0 0.0 -19.9 33.9 0.3 33.6 0.0 -67.9 - Lights 132 13 6 0 -1510320-5 1 36 226 0 -263 453 4 445 0 -902 1321 % Lights 93.6 100.0 100.0 --94.4 - 100.0 100.0 --100.0 100.0 97.3 98.7 --98.5 99.3 100.0 98.5 --98.9 98.3 OtherVehicles 9000-90000-00130-43070-10 23 % OtherVehicles 6.4 0.0 0.0 --5.6 - 0.0 0.0 --0.0 0.0 2.7 1.3 --1.5 0.7 0.0 1.5 --1.1 1.7 Bicycles onCrosswalk ----0 -----0 -----0 -----0 -- % BicyclesonCrosswalk ------------------------- Pedestrians - - - -0 -----0 -----0 -----0 -- %Pedestrians ------------------------- Burlington, VermontQ.City Pkwy/Q.City RdTuesday, April 12, 2016Location: 44.4450131926876, -73.2113403081894 www.TSTData.com184 Baker Rd Coatesville, Pennsylvania, United States 19320610-466-1469Serving Transportation Professionals Since 1995 Count Name: Queens City Pkwy@ Queen City Park RdSite Code: Location 9Start Date: 04/12/2016Page No: 2 04/12/2016 4:00 PMEnding At04/12/2016 6:15 PM LightsOther VehiclesBicycles on CrosswalkPedestrians Queen City Pkwy [SB] Out In Total 481 151 632 8917 000 000 489 160 649 132 13 6 0 0 90000 00000 00000 141 13 6 0 0 RTLUP 1100011Out50005In1600016TotalQueen City Park Rd [WB]R00000T30003L20002U00000P00000468 263 731 347 000 000 471 267 738 Out In Total Queen City Pkwy [NB] ULTRP 022636 1 0 03100 00000 00000 022937 1 0Queen City Park Rd [EB]Total126322001285In9021000912Out361120037300000U445700452L40004T453300456R00000PTurning Movement Data Plot Burlington, VermontQ.City Pkwy/Q.City RdTuesday, April 12, 2016Location: 44.4450131926876, -73.2113403081894 www.TSTData.com184 Baker Rd Coatesville, Pennsylvania, United States 19320610-466-1469Serving Transportation Professionals Since 1995 Count Name: Queens City Pkwy@ Queen City Park RdSite Code: Location 9Start Date: 04/12/2016Page No: 3 Turning Movement Peak Hour Data (4:45 PM) Start Time Queen City Pkwy Queen City Park Rd Queen City Pkwy Queen City Park Rd Southbound Westbound Northbound Eastbound Right Thru Left U-Turn Peds App.Total Right Thru Left U-Turn Peds App.Total Right Thru Left U-Turn Peds App.Total Right Thru Left U-Turn Peds App.Total Int.Total 4:45 PM 19 0 0 0 0 1900000 0132900 33 63 0 73 0 0 136 188 5:00 PM 15 5 2 0 0 2200000 0063000 36 66 0 74 0 0 140 198 5:15 PM 21 3 0 0 0 2400000 0 0 11 38 0 0 49 70 0 60 0 0 130 203 5:30 PM 11 0 0 0 0 1102000 2022400 26 66 0 53 0 0 119 158 Total 66 8 2 0 0 7602000 2 1 22 121 0 0 144 265 0 260 0 0 525 747 Approach % 86.8 10.5 2.6 0.0 -- 0.0 100.0 0.0 0.0 -- 0.7 15.3 84.0 0.0 -- 50.5 0.0 49.5 0.0 --- Total % 8.8 1.1 0.3 0.0 -10.2 0.0 0.3 0.0 0.0 -0.3 0.1 2.9 16.2 0.0 -19.3 35.5 0.0 34.8 0.0 -70.3 - PHF 0.786 0.400 0.250 0.000 -0.792 0.000 0.250 0.000 0.000 -0.250 0.250 0.500 0.796 0.000 -0.735 0.946 0.000 0.878 0.000 -0.938 0.920 Lights 60 8 2 0 -700200-2 1 22 120 0 -143 264 0 258 0 -522 737 % Lights 90.9 100.0 100.0 --92.1 - 100.0 - --100.0 100.0 100.0 99.2 --99.3 99.6 - 99.2 --99.4 98.7 OtherVehicles 6000-60000-00010-11020-310 % OtherVehicles 9.1 0.0 0.0 --7.9 - 0.0 - --0.0 0.0 0.0 0.8 --0.7 0.4 - 0.8 --0.6 1.3 Bicycles onCrosswalk ----0 -----0 -----0 -----0 -- % BicyclesonCrosswalk ------------------------- Pedestrians - - - -0 -----0 -----0 -----0 -- %Pedestrians ------------------------- Burlington, VermontQ.City Pkwy/Q.City RdTuesday, April 12, 2016Location: 44.4450131926876, -73.2113403081894 www.TSTData.com184 Baker Rd Coatesville, Pennsylvania, United States 19320610-466-1469Serving Transportation Professionals Since 1995 Count Name: Queens City Pkwy@ Queen City Park RdSite Code: Location 9Start Date: 04/12/2016Page No: 4 Peak Hour Data 04/12/2016 4:45 PMEnding At04/12/2016 5:45 PM LightsOther VehiclesBicycles on CrosswalkPedestrians Queen City Pkwy [SB] Out In Total 280 70 350 268 000 000 282 76 358 608200 60000 00000 00000 668200 RTLUP 30003Out20002In50005TotalQueen City Park Rd [WB]R00000T20002L00000U00000P00000272 143 415 112 000 000 273 144 417 Out In Total Queen City Pkwy [NB] ULTRP 012022 1 0 01000 00000 00000 012122 1 0Queen City Park Rd [EB]Total7041000714In522300525Out18270018900000U258200260L00000T264100265R00000PTurning Movement Peak Hour Data Plot (4:45 PM) Grandfathered Trip Generation Files Trip Generation Calculations ITE TRIP GENERATION WORKSHEET (9th Edition, Updated 2012) LANDUSE:Supermarket LANDUSE CODE:850 Independent Variable --- Peak Hour Traffic on Adjacent Street JOB NAME:Hannaford FLOOR AREA (KSF):67.389 ksf JOB NUMBER:57846 RATES:TotalTripEnds IndependentVariableRange #Studies R^2 Average Low High Average Low High Enter Exit DAILY 4 0.52 102.24 68.65 168.88 39 20 60 50% 50% M PEAK (ADJACENT ST)13 NA 3.40 1.00 7.78 37 22 57 62% 38% M PEAK (ADJACENT ST)62 0.52 9.48 3.53 20.29 56 10 142 51% 49% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 6,890 115 115 5,903 2,952 2,952 AM PEAK (ADJACENT ST)229 142 87 NA NA NA PM PEAK (ADJACENT ST)639 326 313 582 297 285 WEEKDAY Directional Distribution ITE TRIP GENERATION WORKSHEET (9th Edition, Updated 2012) LANDUSE:Shopping Center (non-Christmas) LANDUSE CODE:820 IndependentVariableͲͲͲ1,000Sq.FeetGrossFloorArea JOB NAME:Hannaford FLOOR AREA (KSF):42.381 JOB NUMBER:57846 RATES:TotalTripEnds IndependentVariableRange #Studies R^2 Average Low High Average Low High Enter Exit DAILY 302 0.79 42.70 12.50 270.89 331 0 1,600 50% 50% AM PEAK (ADJACENT ST)104 0.56 0.96 0.10 9.05 310 0 1,600 62% 38% PM PEAK (ADJACENT ST)426 0.81 3.71 0.68 29.27 376 0 2,500 48% 52% TRIPS:BY AVERAGE BY REGRESSION Total Enter Exit Total Enter Exit DAILY 1,810 905 905 3887 1943 1943 AM PEAK (ADJACENT ST)41 25 15 92 57 35 PM PEAK (ADJACENT ST)157 75 82 337 162 175 WEEKDAY Directional Distribution Job Name:S BurlingtonJob Number:57846Analyst:NBSDate:5/4/2016Land Use ARetailRetailTime Period:Weekday EveningITE LUC820Size:42KSFExit to ExternalTotal Internal External140Enter16232 129129Exit17535 140Enter from ExternalTotal33767 270%100%20%80%20%3520%32 0 0Demand Demand Demand Demand35 32 0 0Balanced Balanced Balanced Balanced20%5920%57 0 0Demand Demand Demand DemandLand Use BSupermarketRetailLand Use COfficeITE LUC850Size:67KSF Demand Demand ITE LUC Size: KSFExit to ExternalTotal Internal External00Total Internal ExternalEnter from External253Enter29735 26200Enter000 0262Exit28532 253Exit000 0Enter from ExternalTotal58267 514 Demand DemandTotal00 0 Exit to External%100%12%88%%100%#DIV/0!#DIV/0!Net External Trips for Multi-Use DevelopmentLand Use A Land Use B Land Use C TotalEnter 129 262 0 391Exit 140 253 0 393Total 270 514 0 784 Internal Capture RateSingle-Use Trip Gen. Est. 337.069486 581.584649 0 918.654135Balanced00Balanced14.7% Intersection Capacity Analyses HCM Signalized Intersection Capacity Analysis 1: US 7 & Burlington Plaza/Brewer Pkwy 2/24/2017 Hannaford 2018 DHV + Permitted Trips Synchro 8 Report JDA Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 246 2 255 9 2 22 154 1870 12 28 1674 233 Future Volume (vph) 246 2 255 9 2 22 154 1870 12 28 1674 233 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.85 0.91 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1775 1583 1672 1770 3536 1770 3539 1583 Flt Permitted 0.70 1.00 0.88 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1311 1583 1486 1770 3536 1770 3539 1583 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 246 2 255 9 2 22 154 1870 12 28 1674 233 RTOR Reduction (vph) 0 0 26 0 18 00000063 Lane Group Flow (vph) 0 248 229 0 15 0 154 1882 0 28 1674 170 Turn Type Perm NA pm+ov Perm NA Prot NA Prot NA Perm Protected Phases 4 5 8 5 2 1 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 17.0 25.0 17.0 8.0 56.6 2.0 50.6 50.6 Effective Green, g (s) 17.0 25.0 17.0 8.0 56.6 2.0 50.6 50.6 Actuated g/C Ratio 0.18 0.27 0.18 0.09 0.60 0.02 0.54 0.54 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 238 524 269 151 2138 37 1913 855 v/s Ratio Prot 0.04 c0.09 c0.53 0.02 0.47 v/s Ratio Perm c0.19 0.11 0.01 0.11 v/c Ratio 1.04 0.44 0.06 1.02 0.88 0.76 0.88 0.20 Uniform Delay, d1 38.3 28.5 31.7 42.8 15.6 45.6 18.7 11.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 69.8 0.6 0.1 78.6 5.6 59.7 6.0 0.5 Delay (s) 108.1 29.0 31.8 121.4 21.2 105.3 24.7 11.6 Level of Service F C C F C F C B Approach Delay (s) 68.0 31.8 28.8 24.3 Approach LOS E C C C Intersection Summary HCM 2000 Control Delay 31.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.97 Actuated Cycle Length (s) 93.6 Sum of lost time (s) 18.0 Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Unsignalized Intersection Capacity Analysis 2: Burlington Plaza/Queen City Parkway & Queen City Park Road 2/24/2017 Hannaford 2018 DHV + Permitted Trips Synchro 8 Report JDA Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Stop Stop Traffic Volume (vph) 304 363 195 79 114 77 Future Volume (vph) 304 363 195 79 114 77 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 304 363 195 79 114 77 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 667 274 191 Volume Left (vph) 304 195 0 Volume Right (vph) 363 0 77 Hadj (s) -0.20 0.18 -0.21 Departure Headway (s) 5.1 6.3 6.1 Degree Utilization, x 0.95 0.48 0.33 Capacity (veh/h) 695 560 571 Control Delay (s) 45.3 15.1 12.1 Approach Delay (s) 45.3 15.1 12.1 Approach LOS E C B Intersection Summary Delay 32.4 Level of Service D Intersection Capacity Utilization 74.8% ICU Level of Service D Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis 1: US 7 & Burlington Plaza/Brewer Pkwy 2/24/2017 Hannaford 2023 DHV + Permitted Trips Synchro 8 Report JDA Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 248 2 261 9 2 23 155 1965 13 29 1759 237 Future Volume (vph) 248 2 261 9 2 23 155 1965 13 29 1759 237 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.85 0.91 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.99 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1775 1583 1671 1770 3536 1770 3539 1583 Flt Permitted 0.70 1.00 0.82 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1309 1583 1394 1770 3536 1770 3539 1583 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 248 2 261 9 2 23 155 1965 13 29 1759 237 RTOR Reduction (vph) 0 0 26 0 19 00000061 Lane Group Flow (vph) 0 250 235 0 15 0 155 1978 0 29 1759 176 Turn Type Perm NA pm+ov Perm NA Prot NA Prot NA Perm Protected Phases 4 5 8 5 2 1 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 16.0 25.0 16.0 9.0 57.6 2.0 50.6 50.6 Effective Green, g (s) 16.0 25.0 16.0 9.0 57.6 2.0 50.6 50.6 Actuated g/C Ratio 0.17 0.27 0.17 0.10 0.62 0.02 0.54 0.54 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 223 524 238 170 2176 37 1913 855 v/s Ratio Prot 0.04 c0.09 c0.56 0.02 0.50 v/s Ratio Perm c0.19 0.11 0.01 0.11 v/c Ratio 1.12 0.45 0.06 0.91 0.91 0.78 0.92 0.21 Uniform Delay, d1 38.8 28.6 32.5 41.9 15.7 45.6 19.6 11.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 96.6 0.6 0.1 44.3 7.0 67.8 8.7 0.5 Delay (s) 135.4 29.2 32.6 86.2 22.7 113.4 28.3 11.7 Level of Service F C C F C F C B Approach Delay (s) 81.2 32.6 27.4 27.6 Approach LOS F C C C Intersection Summary HCM 2000 Control Delay 33.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 1.00 Actuated Cycle Length (s) 93.6 Sum of lost time (s) 18.0 Intersection Capacity Utilization 94.4% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Unsignalized Intersection Capacity Analysis 2: Burlington Plaza/Queen City Parkway & Queen City Park Road 2/24/2017 Hannaford 2023 DHV + Permitted Trips Synchro 8 Report JDA Page 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Sign Control Stop Stop Stop Traffic Volume (vph) 320 326 202 80 167 81 Future Volume (vph) 320 326 202 80 167 81 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 320 326 202 80 167 81 Direction, Lane # EB 1 NB 1 SB 1 Volume Total (vph) 646 282 248 Volume Left (vph) 320 202 0 Volume Right (vph) 326 0 81 Hadj (s) -0.17 0.18 -0.16 Departure Headway (s) 5.4 6.5 6.2 Degree Utilization, x 0.96 0.51 0.43 Capacity (veh/h) 666 548 566 Control Delay (s) 49.2 16.0 13.8 Approach Delay (s) 49.2 16.0 13.8 Approach LOS E C B Intersection Summary Delay 33.8 Level of Service D Intersection Capacity Utilization 76.8% ICU Level of Service D Analysis Period (min) 15 M E M O R A N D U M To: South Burlington Development Review Board Ray Belair, Administrative Officer From: Joe Weith Date: April 14, 2017 Re: Lake Champlain Marketplace (formerly Burlington Plaza) – Project Description and Overview of Compliance with City of South Burlington Land Development Regulations This memorandum presents an overview of the application submitted by Martin’s Foods of South Burlington LLC (“Owner”) to adaptively reuse and renovate the Lake Champlain Marketplace property on Shelburne Road (formerly known as Burlington Plaza). The Lake Champlain Marketplace property consists of an approximately 12 acre, two (2) lot planned unit development (PUD). Lot 1 contains an approximately 107,6501 square foot shopping center building which formerly housed a K-Mart department store, Martin’s Supermarket, movie theater and other shopping center businesses. Lot 2 contains an approximately 2,120 square foot Merchant’s Bank. The Owner is proposing to adaptively reuse and renovate the existing building on Lot 1 for “shopping center” use, which will include a Hannaford Supermarket & Pharmacy and other uses typical in a shopping center which are yet to be determined. Provided in the following pages is a description of the project and an overview of its compliance with the City of South Burlington Land Development Regulations, namely the site plan and conditional use review criteria. 1 The 107,650 square feet includes a 6,718 square foot mezzanine in the former K-Mart space. This 107,650 square footage number is 6,718 square feet larger than the building size referenced in the South Burlington DRB’s 2008 approval for the Merchants Bank redevelopment, as we were not aware the mezzanine existed at that time. To the best of our knowledge, this mezzanine has existed in the building since it was built in 1968. Page 2 of 10 Project Description Lake Champlain Marketplace (formerly Burlington Plaza) was built in 1968 and has housed several shopping center uses including a Martin’s Supermarket, movie theater, drug store, video rental, and most recently a K-Mart department store. The 107,650 square foot building is currently vacant. The owner plans to adaptively reuse and renovate the existing structure for shopping center use, including a Hannaford Supermarket & Pharmacy (approximately 67,389 square feet) and other uses typical in a shopping center (approximately 40,261 square feet). The existing Merchants Bank on lot 2, which was redeveloped in 2008 (approved by the South Burlington DRB on June 17, 2008, will remain as is. Two small appendages at the rear of the former K-Mart building, totaling approximately 875 square feet, are proposed to be removed and replaced with a single 875 square foot loading dock with an exterior truck well. A small prefabricated mechanical center is planned to be installed at the rear of the building. The total square footage of the building will remain unchanged. The renovated site will result in significant improvements including decreased lot coverage, a new stormwater control and treatment system, an upgraded and significantly more attractive building, modern site lighting using cut-off luminaires, increased landscaping, and a better defined internal road system. Notable features of the planned Lake Champlain Marketplace rehabilitation project include: Significant Aesthetic Improvements to Building and Property The project will bring new life to a currently vacant center and significantly upgrade the appearance of a building and property that has been declining for many years. A new façade consisting of warm, earth-toned colors and quality materials (stone veneer and traditional lap siding) will be added to the building along with several pitched roof architectural features and standing seam metal roof canopies. The existing wide open and deteriorating parking lot will be improved with new pavement and striping. Many new landscape islands will be added to break up the expanse of asphalt, which will provide shade and a visual buffer from Shelburne Road. More than 100 trees will be added to the property within the new landscape islands and along the internal perimeter drive. Finally, new attractive lighting with cut-off luminaires will be added to improve safety and further enhance the aesthetics of the entire Lake Champlain Marketplace property. Page 3 of 10 Decreased Lot Coverage Lot 1 (11.2 acres) of the Lake Champlain Marketplace property is currently 89% covered with impervious surface area. As a result of this project, portions of the existing impervious parking lot will be removed and replaced with landscaped pervious area, thereby reducing total lot coverage to no more than 86%. Stormwater The project will improve pre-development hydrology through reduction of impervious cover and installation of a new stormwater management system that significantly increases the treatment and control of stormwater runoff leaving the property. Currently, the vast majority of stormwater runoff from the existing parking lot and building roof is directed, untreated and uncontrolled, into the City of South Burlington storm drain system, or flows south to a partially stone lined swale to the west, both of which discharge to Potash Brook. The project will include a new stormwater management system with operational phase controls to manage stormwater quality and volumes, with the intent of seeking an individual operational phase stormwater discharge permit from VT DEC. Stormwater treatment practices are expected to include a dry swale, subsurface sand filter, and underground detention. These practices are designed to capture and provide water quality treatment and runoff control for 5.4 acres of the 10.0 acres of impervious surfaces proposed to remain in the final condition. The bio swale captures 0.4 acres of impervious while the subsurface sand filter captures 5.0 acres. Water quality treatment is provided by capturing the runoff from the first 0.9 inches of a rain event and providing filtration such that 80% of total suspended solids (TSS) and 40% of total phosphorus contained within the runoff is captured. In addition to the new water quality treatment measures, a portion of impervious runoff from the roof and from the paved area to the rear of the building are captured in an existing infiltration system to the rear of the site. The function of and tributary area to this infiltration system will remain unchanged as part of this Project. The Project will protect water resources during construction through the use of erosion prevention and sediment control measures described in the Vermont Standards and Specifications for Erosion Prevention and Sediment Control (2006) as well as the protocol established in the erosion control plan sheets included with the application plan set. During construction, sediment control measures will include use of stabilized construction entrances, catch basin and drain inlet protection, and perimeter controls (silt fence and straw rolls), to be located at the perimeter of the site and downslope of any Page 4 of 10 disturbed areas or temporary stockpiles. It is expected that the project will obtain coverage under the VT DEC Construction General Stormwater Permit 3-9020 or an Individual Construction Stormwater Discharge Permit (INDC). The proposed stormwater management system has been designed to meet the specific requirements of Section 12.03C(2) and 12.03E(3) as they pertain to peak runoff rates for the 1-year and 25-year 24-hour rain events through LID practices including impervious reduction and a dry swale, as well as subsurface practices including a sand filter and detention. Traffic The project will include several improvements to traffic safety and circulation, and is anticipated to generate fewer trips than currently grandfathered by the City of South Burlington. The Lake Champlain Marketplace PUD has a grandfathered weekday PM peak hour traffic budget of 1,052 vehicle trip ends (“vte”)/hour which was established by the City of South Burlington as part of its approval of the Hannaford Plaza (aka Southland) project, and then reaffirmed with the subsequent approval of the new Merchants Bank building in Burlington Plaza. The proposed project will generate approximately 780 trips during the weekday evening peak hour, which is less than the property’s grandfathered traffic budget of 1,052 vte/hour. The total projected trips of 780 vte/hr may vary based on the ultimate mix of uses in the additional space other than the proposed Hannaford, but will not exceed the grandfathered volume of 1,052 vte/hr. In addition, the project will include several improvements to traffic safety and circulation such as adding curbing and landscaped islands to better define the internal roadway system, construction of sidewalks and enhanced lighting. Compliance with City of South Burlington Land Development Regulations Zoning Districts The Lake Champlain Marketplace property is located within the Commercial 1 – Residential 15 (C1-R15) zoning district, the Traffic Overlay District) and the Transit Overlay District. Proposed Use The proposed use for the Lake Champlain Marketplace property, including the renovated 107,650 square foot building, is “shopping center” which may include the following non- retail uses: general office, medical office/out-patient use, theater, brewery, personal and business service, data and telecommunication services and financial services. Shopping center is a conditional use in the Commercial 1 zoning district. Page 5 of 10 General Review Standards (14.06) A. Relationship of Proposed Development to the City of South Burlington’s Comprehensive Plan The project complies with and promotes the goals and objectives contained in the City of South Burling Comprehensive Plan. The project site lies within the Southwest Quadrant Future Land Use Planning Area which, for the Shelburne Road corridor, encourages mixed-use development such as residential/commercial or retail/office/restaurant uses. The project will promote this goal by renovating a currently vacant and tired center into an attractive and vibrant mix of commercial shopping center uses including supermarket, pharmacy, general retail and bank. This renovation project will also contribute to the overall mix of uses in the general area which includes retail, services, restaurants, office, government and single and multi-family residential. The new sidewalks within the project will improve pedestrian movement, use of public transit and connections to nearby businesses and residential neighborhoods. B. Relationship of Proposed Structures to the Site 1) The proposed enhancements to the building façade and extensive site upgrades including new sidewalks, added green space and landscaping, and streetscape improvements along the building frontage will accomplish a desirable transition from structure to site and from structure to structure, and enhance pedestrian safety. 2) Parking: The primary parking field serving the property is located behind the row of buildings fronting Shelburne Road and in front of the primary building planned for renovation. The location of parking is a pre-existing situation and will be significantly enhanced with the addition of multiple landscaped islands and attractive lighting with cut-off luminaires. As allowed in subsection (b)(iv), the DRB may approve use and reconfiguration of the existing parking field since this project involves re- use of an existing building and there is not adequate space to accommodate parking needs to the rear or sides of the existing building. The project requires 538 parking spaces and 487 spaces are proposed. Section 13.01(N)(2) allows the DRB to waive the off-street parking space requirements up to 25% if it determines the proposed use is adequately served by the proposed parking facility. Based on multiple locations throughout New England and New York, Hannaford has determined that a ratio of 4.5 spaces/1000 square feet GLA is adequate for shopping centers. Applicant requests a 51 space (10.5%) parking waiver. Page 6 of 10 3) The height and scale of the existing building will be relatively unchanged, however, proposed façade enhancements (e.g. pitched roof architectural features and standing seam metal roof canopies) will improve its compatibility with the site and surrounding area. C. Relationship of Structures and Site to Adjoining Area: The existing building, which is currently in poor aesthetic condition, will receive an improved façade and additional landscaping and streetscape features along the storefront. This will improve its contribution and compatibility with the surrounding area. The proposed improvements to the internal perimeter -drive will establish a more unified aesthetic as well as increased pedestrian access to and from the site, thus creating a more desirable transition to Queen City Park Road, Fayette Road and Shelburne Road. Specific Review Standards (14.07) A. Access to Abutting Properties The site currently provides access via an internal perimeter drive to Queen City Park Road, -Hannaford Plaza (aka “Southland”) and Shelburne Road. The internal perimeter drive will be better defined with new curbing and green strips, and include new sidewalks and bike lanes on both sides. B. Utility Services No significant change to existing utility services are proposed as part of the project. Repair or replacement of existing sewer and water infrastructure may be undertaken at the time of parking construction to minimize future pavement disturbance at the site. A grease trap will be added for the supermarket. The renovated building will be connected to the City of South Burlington municipal sewer system. The project will require a total design flow of 10,905 gallons per day (gpd), which represents an increase of no more than 2,020 gpd over the existing allocation for the property. This project will use municipal water provided by Champlain Water District. The project will require a total design flow of 10,485 gpd, which represents an increase of no more than 2,020 gpd over the existing allocation for the property. C. Disposal of Wastes All dumpsters will be located behind the building and will be screened from view as shown on sheets C2.00 and C7.05 respectively. Page 7 of 10 D. Landscaping and Screening Requirements A significant number of new plantings are proposed throughout the parking lot. Existing mature trees and vegetation provide screening on the north, west and south sides of the building and no disturbance to existing vegetation is proposed in those areas. The addition of multiple landscaped islands will bring the existing non- conforming parking lot into compliance with Section 13.06 of the land development regulations. Specifically, 104trees with minimum caliper of 2.5 inches will be planted in the front parking lot. This exceeds the 98 trees that are required using the ratio of 1 tree per 5 parking spaces. Based upon the total estimated Project cost of $5,450,000, the proposed landscaping budget is required to be a minimum of $62,000. The proposed landscaping budget of $118,364 exceeds the minimum requirement. E. Modification of Standards Not applicable, no modifications requested at this time. F. Low Impact Development (Ref. Section 12.03 C) The Project involves renovation of an existing building and previously developed site, which is currently 89 percent impervious surface. Opportunities for incorporating LID practices into the Project have been assessed as part of the planning and design phases of the Project. A subsurface soils exploration was performed to identify areas where precipitation could be infiltrated onsite. The soils investigation revealed that the site is underlain by a combination of fill soils and either saturated sandy loams or silty clay, with the existing seasonal high groundwater table located generally within one foot of the ground surface. The existing parking lot is also considered a stormwater “hotspot” as the site is underlain by areas of soil contamination associated with a contamination plume originating from former underground fuel storage tanks located on adjacent parcels to the northeast and southeast of the Project. In consideration of these conditions, infiltration of stormwater was deemed to be infeasible for the Project. Despite these challenges, the Project team has identified two methods for incorporating LID concepts into the Project: 1) runoff generation will be reduced by decreasing total impervious surfaces by 3.4 percent and by addition of 104 new trees to provide canopy interception, and 2) a new stormwater treatment island will be located along the new pedestrian approach to the proposed Hannaford Store. This island will feature breaks in the south curb to allow runoff to enter the island and flow through a dry swale for water quality treatment and volume reduction. Runoff from the diagonal parking spaces and driveway located immediately to the south of the island will receive treatment in this system. Page 8 of 10 While not specifically categorized as an LID practice, the proposed underground sand filter and peak flow storage will provide treatment in accordance with the Water Quality and Channel Protection Treatment Standards of the current (2002) Vermont Stormwater Management Manual for the entire existing parking lot. Under existing conditions, this parking lot discharges directly to the City of South Burlington storm drainage line and into Potash Brook without treatment. In accordance with Section 12.03 C (2), the peak runoff rate from the site during the one-year 24-hour (2.1 inch) rainfall event will be reduced under proposed conditions by reducing total impervious surface by 3.4% and by detaining the runoff volume from the one-year event in the proposed detention vault and releasing the volume center of mass over a 12 hour period, as prescribed in the Channel Protection Treatment Standard of the Vermont Stormwater Management Manual. The Project proposes approximately 4.5 acre of redeveloped surfaces. The vault provides treatment for 5.0 acres of impervious surfaces. G. Standards for Roadways, Parking, and Circulation (Ref. section 15.12) Under proposed conditions the site will continue to provide access to Queen City Park Road, the Shelburne Road corridor, as well as adjoining properties to the south. In addition, the following proposed improvements to roadways and parking circulation within the site will be implemented: 1) The internal perimeter drive will be formalized with landscaped islands, curbing and new lane striping and three new internal stop signs. A cross section of the proposed internal perimeter drive is shown on accompanying plan sheet C-7.01, and was developed to be consistent with the standards for a Private Commercial Way of Article 11 of the Bylaw. It should be noted that the Project proposes new bike lanes. 2) New sidewalks will extend from Queen City Park Road to the Merchant’s Bank lot and connect to the Shelburne Road sidewalks. A sidewalk will be installed along the north side of the site, south of the Sugar House Bar & Grill to allow for sidewalk access from Queen City Park Road to the existing building. In addition, a new sidewalk from Shelburne Road to the front of the building will be provided. 3) The driveway at the front of the store will feature variation in textures and materials to provide traffic calming and improve pedestrian safety. 4) The proposed landscaped islands, retaining wall, and planting islands within the parking lot will prevent vehicles from rapidly cutting through the parking lot as currently occurs under the existing configuration. Page 9 of 10 Conditional Use Review: General Review Standards (14.10 (E)) 1) Capacity of existing or planned community facilities Since this project involves renovation to an existing developed property, it will not result in an undue adverse effect on existing or planned community facilities. The property is currently served by municipal water and sewer and there is adequate capacity to continue serving this property. The property involves continued use for commercial purposes and therefore will have no material impact on municipal or educational services. 2) Character of the area affected The project site is located within a developed commercial corridor and will involve significant renovation and improvement to a property which has been neglected for many years. As stated previously under General Review Standards, the proposed renovation project complies with and promotes the policies and standards contained in the City’s Comprehensive plan. 3) Traffic on roads and highways in the vicinity As described in detail in the enclosed memorandum from VHB, dated February 21, 2017, we estimate the project will generate approximately 780 weekday PM peak hour trips, which is less than the grandfathered traffic budget for this property of 1,052 vehicle trip ends per hour. This grandfathered traffic budget was established by the City of South Burlington in the early 1990s as part of its approval of the Hannaford Plaza project, and then reaffirmed by the City in 2008 with the approval of the new bank building in Burlington Plaza. It is possible that future uses on the property may bring total trips up to the grandfathered 1,052, but we do not propose to exceed this at this time. This project will improve traffic safety and circulation by adding several components such as new curbing, green strips and turn lanes to better define the internal roadway system, new sidewalks extending from the building storefronts to Shelburne and Queen City Park Roads, and enhanced lighting. Accordingly, we expect a net improvement with respect to traffic safety and congestion. 4) Bylaws and ordinances then in effect This project complies with all bylaws and ordinances of the City of South Burlington. 5) Utilization of renewable energy resources The project will not have an undue adverse effect on the utilization of renewable energy resources. Page 10 of 10 Traffic Overlay District (10.02) The project site is located within Traffic Overlay Zone 3 (per memo dated 8/28/07 from Juli Beth Hinds, Director of Planning & Zoning). In accordance with Section 10.02 (H)(2) of the Traffic Overlay District, a traffic budget for the property of 1,052 trips/hour was establish by the City in the early 1990’s and reaffirmed in 2008. As described in detail in the enclosed memorandum from VHB, dated February 21, 2017, we estimate the project will generate approximately 780 weekday PM peak hour trips, which is less than the property’s established traffic budget. Therefore, the project complies with the requirements of the Traffic Overlay District. Alterations to Nonconforming Structures (3.11 (D)) Planning and zoning staff have determined that the 107,650 square foot building is a nonconforming structure due to the primary parking field being located in front of the building rather than in the rear or sides of the building. Subsection (1) allows alterations to nonconforming structures provided such alteration does not exceed in aggregate cost 25% of the current assessed value of the property as determined by the City Assessor. The current assessed value of the property is $5,944,900. The aggregate cost of the proposed alterations to the structure is anticipated to be less than 25% of the current assessed value. )UHHPDQ)UHQFK)UHHPDQ,QF-8/<A-16+((7126NOTE: NO LEASES HAVE BEEN SIGNED FOR THE RETAILSHOPS IN THE PORTION OF THE PLAZA NORTH OFHANNAFORD'S PROPOSED STORE. THIS ELEVATIONSHOWS THE DESIGN CONCEPT. THE NUMBER ANDPLACEMENT OF ENTRY DOORS, WINDOWS AND GABLESMAY VARY DEPENDING ON HOW THE BUILDING SPACE ISSUBDIVIDED FOR TENANTS.PROPOSED CONCEPT ELEVATIONEXISTING EAST ELEVATIONPROPOSED NEW EAST ELEVATIONFEBRUARY 21, 2017BURLINGTON PLAZA - SHELBURNE RD - SOUTH BURLINGTON, VT