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21-44P Evergreen Walk Shake Shack
SHAKE $SHACK Evergreen Walk,CT Q%g w QWKVW$¢W£$ April 20th.2021 BrE RECEIVED OCT 0 1 2021 SOUTH WINDSOR PLANNING DEPI Exterior Rendering - GHQUP EvergreanWalk.C'l‘f Des‘gnDeve|opmemPacket I Aprilzoth,2021 i PageZ E r]E SHAKE g SHACK Exterior Rendering . EvergreenWalk,CT i Design DevalopmemPackai i April20‘h,2021 I Pagea E r]E GROUP SHAKE g SHACK Exterior Rendering . EvsrgreenWaIk,CT [Design DavelopmemPackat l Apillzom,2021 i Page4 Exterior Rendering I GROUP EvargraanWHIKC’l i Design DevelopmamPacket H j Apuii20m‘2021 i Puget; ¥ar la n.33I3gm1;‘x.;mmtwvrwmmLotmwxm.mxomn‘:EEaQmiQ:m‘waa¥.5.V__w>>:wEQQQI:IJ1V1\;§E;¥u<:mm.mx<1m ARCHITECTURAL AND DESIGN REVIEW COMMITTEE CHECKLIST NAME:Everoreen Walk Lifes 1e Center.LLC C/O Karen Johnson LOCATION:601 Evergreen Wav TYPE OF PROJECT:New restaurant building The following items must be submitted at the time of a site plan applicatien for an industrial or commercial building,or high-density housing X 1.Site plan of the property X 2.Architectural elevations ofthe proposed building(s) Types,styles and colors of building materials,exterior facades and facing,and fenestrations (samples suggested) NA 4i Special architectural features (if applicable) X 5.Colors,materials,and location of lighting X 6.Design of signs X 7.Mechanical hardware proposed on or around the building and roof,including trash compactor, and auxiliary storage areas 8.Landscape plan indicating location,types,sizes,and quantities of proposed plant materials 9.Lighting plans (including an isolux diagram) LuX All of the above-required information/materials have been provided. M [A o/Cgk "”‘li «oi 1/! Si'gname Date (i’1 ILtmtN (IOLN J“o re Print Name Pldeiay ase 1n be ac ionwar gy titagt e Commissi eeinfor on fanstion appiicafiono.in ornplete information may result in a August I4,20 14 W/PlanningAdmin/Forms/CheckLists/Arch&DesignCheckList E£E2<__:o _o:w ._.mmmEmwzo.k<>m._mEwawm”Esaglh20F<>m._wIpnwz®® gmamwm.rwzomozr>8§¢Qhwmumngh:Ftw—sa$$§§krgs?$.55...gas;5%.“?.35!mmmg..‘mbmmmrm<>:ozma...munmuwmwkm—Fw.umwm~m<)=ozmE“WEIE53 TIME FRAMES AND PROCEDURES FOR SUBMITTING APPLICATION & PLANS 1. Consult Planning Department for fee schedule. This application must be submitted and signed by the applicant and owner of the property. If the owner is not available to sign the application a letter must be submitted by the owner granted permission to the applicant. 2. All maps (3 copies) and documents (3 copies) per the Planning Department Checklist are required at time of application for review. Plans must be submitted as complete plans - which include the application plus all required information contained on checklist. It is the applicant’s responsibility to ensure that all information required on the checklist is submitted in one package at the time of submission - including landscaping plans, architectural elevations, traffic report, etc. After review, Town staff will notify the applicant of requested/required modifications. If there are no plan revisions, an additional four (4) full size sets OR ten (10) 11”x17” size sets are required prior to the meeting day. If the applicant revises plans, seven (7) new full size sets OR three (3) full size and ten (10) 11”x17” size sets must be submitted. Revised plans should include all sheets and be complete packages (Applicant may disassemble previously submitted plans and reuse sheets if so desired). Plans are required to be submitted at least one (1) week prior to the day of the public hearing or meeting. Note: If the applicant is required to go in front of the Architectural Design Review Committee, it is imperative that the applicant fulfill the requirements on the ADRC checklist by the time of the meeting. 3. The applicant shall be responsible for displaying a sign on the property that states that an application is pending before the Commission. The sign shall be visible from a town street and shall be displayed for at least ten (10) days before the scheduled meeting. Signs are available in the Planning Department, South Windsor Town Hall. 4. For any application for a zone change, special exception use, open space subdivision/resubdivision, earth filling, detached in-law or accessory apartment, or major home occupation, the applicant shall notify abutting property owners in writing by certified mail or certificate of mailing within seven (7) calendar days of the time an application is submitted that an application is pending in front of the Commission. The applicant is required to provide a copy of the certified letter and to whom the letter was sent. The applicant may also be requested by the Commission to notify other property owners at the direction of the Commission. (If an application is submitted to the Planning and Zoning Commission and the Inland Wetlands Agency / Conservation Commission simultaneously, one letter addressing both applications can be sent.) 5. All prospective applicants are urged to confer with Planning Department and Engineering Department staff prior to submission of any application to the Commission. 6. Applications are officially received at regular meetings of the Planning & Zoning Commission which are generally held the 2nd and 4th Tuesday of the month. 7. Incomplete applications may result in rejection by the Planning and Zoning Commission. Revised 1/15/20 1 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT_____________________________________________________________ PROJECT NAME_________________________________________________________ This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. _____ 1. On each sheet for plans or maps, title block with the following information: _____ a. Name, address and telephone of applicant. _____ b. Name, address and telephone number of Land Surveyor or Professional Engineer. _____ c. Name of Development. _____ d. Date when drawings were made. _____ 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. _____ a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. _____ b. Outline of buildings. _____ c. Layout of streets. _____ d. Surrounding property boundaries within 500 feet. _____ e. Names of abutting property owners. _____ f. Proposed open spaces and recreation areas. _____ g. Driveway cuts on abutting properties and any properties across from proposed site. _____ h. Distance to and name of nearest intersection street. _____ 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 2 _____ 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: _____ a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. _____ b. Proposed streets and street lines with center line station, curve data, and parking spaces. _____ c. Building lines in accordance with zoning regulations. _____ d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). _____ e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Easement Date Filed Vol/Pg _____ f. Names of abutting property owners. _____ g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. _____ h. All open space or other common or public land uses shall be indicated. _____ i. A-2 certification; P.E./L.S. Seal. _____ 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: _____ a. All existing and proposed buildings. _____ b. Curb Lines and pavement width, sidewalks. _____ c. Existing and proposed sanitary sewers. _____ d. Existing and proposed water and all existing utilities. 3 _____ e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. _____ f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. _____ g . Regulated wetlands and 100-year floodplain or note that none are present. _____ h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. _____ i. Connections of all springs into proposed storm drainage system as needed. _____ j. Location and indications of existing brook channels, and 100-year flood limits. _____ k. A-2 & T-2 Certification; P.E & L.S. Seals. _____ 6. Landscaping plan _____ 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. _____ 8. Traffic Report _____ 9. Site Lighting Plan _____ 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: _____ a. Layout of streets in sections coordinated by stations with the profile. _____ b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. _____ c. Sight line at driveway & street intersections. 4 _____ d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. _____ e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and slopes of pipes. _____ f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. _____ g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. _____ h. Profiles shall show all sanitary sewer lines and manholes, including elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. _____ 11. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. _____ 12. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. _________________________ _____________________________ PLAN PREPARER (P.E./L.S.) DATE February 2002; Rev. 4-04 ARCHITECTURAL AND DESIGN REVIEW COMMITTEE CHECKLIST NAME: Evergreen Walk Lifestyle Center, LLC C/O Karen Johnson LOCATION: 601 Evergreen Way__________________________________________________ TYPE OF PROJECT: New restaurant building The following items must be submitted at the time of a site plan application for an industrial or commercial building, or high-density housing. X 1. Site plan of the property X 2. Architectural elevations of the proposed building(s) X 3. Types, styles and colors of building materials, exterior facades and facing, and fenestrations (samples suggested) NA 4. Special architectural features (if applicable) X 5. Colors, materials, and location of lighting X 6. Design of signs X 7. Mechanical hardware proposed on or around the building and roof, including trash compactor, and auxiliary storage areas X 8. Landscape plan indicating location, types, sizes, and quantities of proposed plant materials X 9. Lighting plans (including an isolux diagram) All of the above-required information/materials have been provided. Signature Date Print Name Please be aware that missing information or incomplete information may result in a delay in action by the Committee on this application. August 14, 2014 W/PlanningAdmin/Forms/CheckLists/Arch&DesignCheckList Date: 9/30/2021 Time: 09:01 User: jmontagno Style Table: Langan.stb Layout: CS001 Document Code:140222801-0507-CS001-0101 NUMBER DRAWING TITLE LAST REVISEDDATE MAP BLOCK PROPERTY LOCATIONPROPERTY OWNERLOT Filename: \\langan.com\data\NHV\data8\140222801\Project Data\_Discipline\Survey\CAD\Existing\140222801-V-PR0101-Unit 2.dwg Date: 8/25/2021 Time: 11:21 User: jstublic Style Table: Langan.stb Layout: VL101 © 2021 Langan555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 www.langan.com Langan CT, Inc. Filename: \\langan.com\data\NHV\data8\140222801\Project Data\_Discipline\Survey\CAD\Existing\140222801-V-PR0101-Unit 2.dwg Date: 8/25/2021 Time: 11:22 User: jstublic Style Table: Langan.stb Layout: VL102 © 2021 Langan555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 www.langan.com Langan CT, Inc. Filename: \\langan.com\data\NHV\data8\140222801\Project Data\_Discipline\Survey\CAD\Existing\140222801-V-PR0101-Unit 2.dwg Date: 8/25/2021 Time: 11:22 User: jstublic Style Table: Langan.stb Layout: VL103 © 2021 Langan555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 www.langan.com Langan CT, Inc. (NOT SHOWN TO SCALE) ” ” ” ” ” ” ” ” ” ” ” ” Date: 9/23/2021 Time: 11:16 User: jmontagno Style Table: Langan.stb Layout: CS002 Document Code:140222801-0507-CS002-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 80' R E G U L A T E D ACTI V I T Y L I N E80' REGUL ATE D ACTI VITY LI NE UNIT 12 RETAIL 161,144 SF Date: 9/23/2021 Time: 11:17 User: jmontagno Style Table: Langan.stb Layout: CS100 Document Code:140222801-0507-CS101-0102 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 Date: 9/23/2021 Time: 14:21 User: jmontagno Style Table: Langan.stb Layout: CS101 Document Code:140222801-0507-CS101-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 STOP ASPHALT SECTION SURFACE COURSE - 'X'BINDER COURSE - 'Y'SUBBASE - 'Z' STANDARD DUTY 1.5 INCHES 2 INCHES 6 INCHES N.T.S. STOP CL Date: 9/23/2021 Time: 11:18 User: jmontagno Style Table: Langan.stb Layout: CS501 Document Code:140222801-0507-CS501-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 CURB RETURN TYPE FLARED TYPE Date: 9/23/2021 Time: 11:19 User: jmontagno Style Table: Langan.stb Layout: CS501 Document Code:140222801-0507-CS501-0102 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 Date: 9/23/2021 Time: 11:20 User: jmontagno Style Table: Langan.stb Layout: CG101 Document Code:140222801-0507-CG101-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 Date: 9/15/2021 Time: 14:04 User: jmontagno Style Table: Langan.stb Layout: CG501 Document Code:140222801-0507-CG501-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan202009/23/2021 Date: 9/23/2021 Time: 11:21 User: jmontagno Style Table: Langan.stb Layout: CU101 Document Code:140222801-0507-CU101-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 Date: 9/23/2021 Time: 11:22 User: jmontagno Style Table: Langan.stb Layout: CS501 Document Code:140222801-0507-CU501-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 Date: 9/23/2021 Time: 11:23 User: jmontagno Style Table: Langan.stb Layout: CE101 Document Code:140222801-0507-CE101-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 SOIL EROSION-SEDIMENT CONTROL NOTES Date: 9/23/2021 Time: 11:23 User: jmontagno Style Table: Langan.stb Layout: CU501 Document Code:140222801-0507-CE501-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 Date: 9/15/2021 Time: 14:08 User: jmontagno Style Table: Langan.stb Layout: CS501 Document Code:140222801-0507-CU501-0102 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan202009/23/2021 Date: 9/30/2021 Time: 09:59 User: javeni Style Table: Langan.stb Layout: LP101 Document Code:140222801-0507-LP101-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 ” Date: 9/23/2021 Time: 11:25 User: jmontagno Style Table: Langan.stb Layout: LP501 Document Code:140222801-0507-LP501-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020“ ” “ ” ® Date: 9/30/2021 Time: 09:41 User: javeni Style Table: Langan.stb Layout: LL101 Document Code:140222801-0507-LL101-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 Date: 9/23/2021 Time: 11:27 User: jmontagno Style Table: Langan.stb Layout: LL501 Document Code:140222801-0507-LL501-0101 www.langan.com 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 Langan Engineering and Environmental Services, Inc.©Langan2020 I“‘IIIWWIXNHMHU ITE 0 7'AC EXISTING CONDITIONS AERIAL MAP THE PROMENADE SHOPS AT EVERGREEN WALK SOUTH WINDSOR,CONNECTICUT LANEAN s55 Lung Murrmiw .Vcw Huh-n CT 0E5 11 zux.5éz.5TTI Fax:20mm m4: any.u um:m.my w Tumm sm.w.mgawu may ns v owwwg mummmwm csm mm Hg 7H! 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PROPOSED RESTAURANT i 3,200 SF RESTAURANT DEVELOPMENT AT EVERGREEN WALK PLAN RENDERING LANEAN NORTH OCTOBER 2021 SOUTH WINDSOR,CONNECTICUT ‘2 i 1 mm my WHmWSEW (TV?) 5m»5w.2-mm m m52W) 1,5 ‘-mr mus NW 5%Li$§‘;?$gw“mm um u L750 Sr) mm m: :<"‘_> / "____- uI 1 ‘‘ mm ma(WP) mm”WM mm(WV)mm mmmmW 2§ Qd aaNN§ dZE'2“ m E 2 I i ‘’\ 1 \ M WW WSWENCLOSUREcomm Mm W ms (w, é> a: R?—, 6'ECNCREYE CL'Ra (W).mommomma ”WW \ mymuma:L. mm mmMm6’CONCRErEcm a my mm SW Ev WM sum (m m mmm WE‘LWD UWW SYAHDARD Duw (W7 5m;\ (W! z.\‘E§w:@“§§3§tE \\\ \mam O MW ManfrwwzéwzWW 5mg \o "8 a \swnmn Sm:mm \ mmmmm o;\ m N A w WW(m) w mm UV?)‘ PLAN‘ER (W)comm WAmM5 ww mp)Wm mu»-m wnw 1/Mm ARCH FUNS \ ADA SIEN BMRD K‘ (WP) C lmm mmm mmowmumW1mmwm-.Rcmr WV :5:§S§E;E /\// I 00R (M) PROPOSED commmm um mm“ mm mmmmm If APPROVEPMENT D PREV'OlgggAIL Ev muswz W WSiEKrTiV/l@ /A u RE§TAURANT i-u V ¢/ Wemum m W §L#021 -20P \\ i 3,200 SF :4i.ARCH PLANS (W)X gym“,MM m we 5mm y Dace Desmpnan No um WW \ mm 5mm \3ummmcm:Revisions LANE i 5-commxmm(m//ww-W my)l O x/l/we my m:-w D k» x\X \J./m W Um \4//.LA ' mm (W 5 w:mm t / u//GAS METER (WP7 m €€Lcmm"'\.s.‘/r é 6W4?“3TA¢L§§’D i >4‘,1 w 1 WW WW(.5 awn w “commumWWW),_ xREENcommW Law Engmmng msmmm5mm m 555 um wnaw am m NW.m om mmmm ;magma munwm ExisnNC zONE EUCKLAND ROAD GAVEWAV DEVELUPMENY ZONE (GD) mm m cwmm “my m am m M5 m mm mm mam mm:Wm 5mmmmmm”m s;mun 5r n'KuF N .mxmw awmm mam so (r7 l smmis N'a 1 grow v smvWWmmugMWm:w;7m .m WW m mm NI.M ‘7 7W m SZ TAEL‘.‘‘5AWWmm“an 5mm 55h m 555 H 1525 n .m \i rnMWM5m:mu 5mm 25 n N ;M n my n .155 MW M Fmwm 5mm w n Ni.mm m3 ri use MIRMW LUV FRUNMGE 200 H’Nu 1125 FV‘I Vlzé Fl’4259ma Frown RESTAU RANT DEVELOPMENT AT EVERGREEN WALK MAPNQZ7 ELOGMIS UNITNo.260I'EVEGW WAY SOU HWINDSORmm,Cm m CONN mm MINMUW LuT DEPTH m n w.ms n~1 ms rrWWmm;mnmw 5x w zsz‘l E 57L VAELE s i 5A f R / (H m mm mm wow WW pmm 5mm WW 5W m g n m .vs n w y w m x m FY ms 9 n m T m n m g w WE ,m r,m “an WNW m m z.n i 2 mygn_T W 24WSW"r 2 m 2;mamn 2 w 2.n .2 wWWW u msumsw WW Mm a;5W5 Wm “m m 2mm“was mowm Tows:or 5;mer mo 2:.25 WW.ma s;.,2 ”202,222 Wis 20 WES m was m WE;H um 6.1a X‘ T ’r .> //‘/~ r "/ /‘ ' T f Drawmg we 222 $22222 mum 2 M22 z 522225 2 522225 2 22.225 2D.2222mm m V nuns DF WETLANDS )(RE DEL‘NEAYEE Ev ALL FDTNYS TECNNOLDCAES CGFVQHAnoN TN JUU zozv 2 wwws 2mm ms 22mm W m m2 mm m 222.22 22m2 2922; mow2222222222 mums2mm commwwws 2 20222222 my 2J2:my /2a 2222s m m2;,2 22 2 m272 2222s 522 2 2.222 2 .§\\‘x \A‘\\\\ Fro‘ezt Na Iwmwl Druwmg No 2 222mm 2mm 222222 22222 22222 222..222 2.222 22222222222 2222 22222222 22 2222 2 222222 22222 22/222222 222 222 222222 2222 . \\\\\/ 22222.2 2222 22 22222222222 22222222 2.222 2222222222 2 2222222.‘22 2222 22/22/2222 222222 2222222222 .2.22222 2222 22222 22 22222222222 222 2222 \22/ V \\T 2 222W 222 22222 222 22222222 22222222 222 22222 2w 2 22222222 22222222 222 22222 222 22 .22 2.22.22.22.22.222.2.22 22222222 2. FUSS &Q'NEKL DATED 05/05/200!22 2 s .2 2. 2 2222.222 22.222 222 22222 2222 22 .222 22 222..2.2.2222 222.22 2222222222 222222 222222222 5 PAFKWG “Em IS kESVRTUED m (HE WCJECV sHE AREA FOR PERMII [ING ONLY -NOT FOR CONSTRU (ION 222.2 2 222. Date 36/75/1011 Drawn By HAD 2222222 22 UTC FLUTED PORCELAIN STANDING SEAM PAINTED WALL SCONCE CONCRETE BASE TILE METAL ROOF HARDIE BOARD OCHANNEL STOREFRONT 24"ILLUMINATED 24"SHAKE PAINTED COMPOSITE GLAZTNG BURGER SHACK SIGN CVCHANNEL METAL PANEL IRON GRAY IVORY OLD CHICAGO WHITE TILE -CHARCOAL PANEL -BLACK GLAZING METAL ROOF C-CHANNEL BLACK PAINT TO MATCH WHITE ARTWORK Exterior RenderingSHAKEgSHACK Evergreen Walk,CT i Design Review Update i November 24th,2021 i Page 2 24 HARDIE'BOARD FLUTED CONCRETE THIN BRICK PORCELAIN BASE COMPOSITE METAL STOREFRONT STANDING SEAM PAINTED WALL SCONCE WALL SCONCE CORRUGATED METAL WOOD FRAME INSERT BROOM FINISH WHITE OAK CONCRETE "ILLUMINATED BURGER OTIS GROUP "",znmwwv w r ‘v.. . SHAKE§SHACK Exterior Rendering @ f 1 @EvergreenWalk,CT 1 Design Review Update i November 24th,2021 i Page 3 GROUP FIGURE 1:ARCHITECTURAL RENDERING OF EXISTING LAYOUT FIGURE 2:ARCHITECTURAL RENDERING OF PROPOSED LAYOUT ARCHITECTURAL RENDERINGS LANEANTHEPROMENADESHOPSATEVERGREENWALK SOUTH WINDSOR,CONNECTICUT ygy5g2dy5b7n7lcgagéig 7249 6]42 um wvmn rm ma Um ,Mmw swvm urwm um m 2 mmmcm mu.unmmzw cs‘mmg n7 _,A . a.. .’ Memorandum 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 To: Town of South Windsor From: Isiah Brown David Gagnon, P.E. Date: August 25, 2021 Re: Stormwater Management Memo Restaurant Development at Evergreen Walk 501 Evergreen Way South Windsor, CT Langan Project No.: 140222810 This stormwater memorandum has been prepared in support of the Inland Wetlands, Watercourses, and Conservation Application for the proposed restaurant development located at 501 Evergreen Way. This development area is identified as Map 27, Block 15, Unit 2 by the Town of South Windsor Assessor’s Office and is approximately 0.7 acres of the Evergreen Walk Master Development Plan Area. This proposed project lies within the overall Evergreen Walk planned unit development and is part of the “Evergreen Walk Master Development Plan” (see Figure DRA-1 prepared 06/08/2007 for reference). When Unit 2 of Evergreen Walk was initially designed, the aforementioned development area was previously approved to house an 8,475 SF building with associated hardscape, sidewalks, and impervious surfaces. In this condition, the majority of stormwater flows to a catch basin in the north corner of the parking lot, with the rest sheet flowing off-site to catch basins within the adjacent streets. This system ultimately discharges to Detention Basin 4 of the overall Evergreen Walk Development, which is then conveyed to nearby wetlands. In this condition, the impervious coverage of the site was 72.5%, please refer to the attached figure DRA-1 for more information. Although the site was previously approved for the building and additional improvements, only the parking lot, associated sidewalks, and minor drainage and utility infrastructure were actually constructed. The proposed site improvements includes the construction of a 3,200 square foot restaurant with associated site improvements including a mobile pick-up lane, expanded parking, dining patio, walkways, site lighting, new landscaping, utility improvements, and drainage improvements. These drainage improvements include low-impact design features such a rain garden and porous asphalt to promote water quality. The proposed project reduces impervious area from this initial design by approximately 150 SF, or 0.4% of the total site area. This reduction in impervious area leads to a reduction of runoff off-site compared to the original design assumptions for overall Evergreen Walk Development stormwater management system. The proposed stormwater conveyance system of the development area was sized using the Rational Method for a 10-year design storm event. Individual watershed areas and locations of stormwater structures are provided in Figure DA-CB. The time of concentration coefficient was assumed to be five minutes, and the runoff coefficient for each watershed can be found in the MEMO Stormwater Management Memo 501 Evergreen Way South Windsor, CT Langan Project No.: 140222810 August 25, 2021- Page 2 of 3 attached runoff coefficient table. The average runoff coefficients for the contributing drainage areas were calculated based upon the following cover types: Cover C Grass/Pervious 0.3 Pavement/Impervious 0.9 The proposed on-site drainage network was able to convey the 10-year storm within the closed pipe drainage network to allow a foot of free-board at all proposed structure locations. In addition, a rain garden has been added on-site to promote water quality and reduce flow off-site. Any potential infiltration or detention provided by the rain garden has been ignored to provide a more conservative stormwater analysis. The proposed development has been designed to maintain previously approved drainage patterns to the greatest extent feasible. As a result of the decrease in overall impervious area and the addition of a rain garden and porous asphalt, the stormwater runoff from the site has been reduced and water quality had been improved from the previously approved application. The proposed stormwater management system has been designed in general accordance with the Town of South Windsor requirements, 2004 CT DEEP Stormwater Quality Manual, and the 2000 CT DOT Drainage Manual. It is the opinion of this office that the proposed stormwater system, as designed, will effectively manage quality and quantity of stormwater runoff from the proposed development. "\\langan.com\data\NHV\data8\140222810\Project Data\_Discipline\Site Civil\Reports\2021-08-18 Stormwater Memorandum\2021-08-18 Shake Shack Stormwater Memo.docx" MEMO Stormwater Management Memo 501 Evergreen Way South Windsor, CT Langan Project No.: 140222810 August 25, 2021- Page 3 of 3 APPENDIX D DETENSION WETLAND MITIGATION AREA ECHN 39,820 sf EXTEN S I O N O F HEMLO C K A V E N U E Recreation below ±15,000 SF L.A.Fitness 45,000 sf Expansion 15,000 sf W A T E R / E C O A R E A DD1 LEVEL PKG-DECK EXIST./APPROVED 90,250 SF 284,750 SF 229.9 AC. 13.1 AC. 243 AC. Wright Property The Shops - Phase III (88,095 SF u/c) The Shops at Evergreen Walk - BUILDINGS, RETAIL - THE 'BUCKLAND ROAD - THE 'RURAL RESIDENTIAL ZONE' GATEWAY DEVELOPMENT ZONE' LAND AREA WITHIN OVERALL PROPERTY LAND USE TABLE PROPOSED 50,000 SF Site '3' - Lifestyle Retail 95,000 SF TOTAL 350,000 SF375,000 SF 725,000 SF EXISTING 39,820 SF 3,870 SF Office - South I & II ECHN Medical Center The Shops at Evergreen Walk - BUILDINGS, OFFICE PROPOSED 58,800 SF Office - West, A, B, C, D, E, F, G 447,510 SF TOTAL 506,310 SF43,690 SF 550,000 SF EXISTING 30,000 SF 45,000 SF L.A.Fitness Expansion & Site 3 L.A.Fitness at Evergreen Walk - BUILDINGS, RECREATION PROPOSED TOTAL 30,000 SF45,000 SF 75,000 SF EXISTING Hotel - North & South - BUILDINGS, HOTEL PROPOSED TOTAL 250 Rooms 250 Rooms 250 Rooms EXISTING Town Square at Evergreen Walk - BUILDINGS, RESIDENTIAL PROPOSED TOTAL 200 Units 200 Units 200 Units Site '6' - Town Square 205,000 SF ALTALT EX. CARTPATHLOOPB O A R D W A L K BOARD WALKWET MEADOWEVERGREENWALKWALKING / JOGGING TRAIL WALKING / JOGGING TRAIL 1 LEVEL PKG-DECK 1 LEVEL PKG-DECK1 LEVEL PKG-DECK ± 6,000 SF ± 5,000 SF ± 2 0 , 0 0 0 s f R E T A I L / 35 R E S . U N I T S A B O V E ±20,000sf RETAIL/35 RES. UNITS ABOVE±21,000sf RETAIL 20 RES. UNITS ABOVE 100' DEPTH RETAIL, 1 ST. ±56,000 SF RESIDENTIAL. 25 UNITS ± 6,000 SF ±22, 0 0 0 s f R E T A I L 15 R E S . U N I T S A B O V E 100' D E P T H ±12, 0 0 0 s f R E T A I L 15 R E S . U N I T S A B O V E 70' D E P T H ±12,000sf RETAIL 20 RES. UNITS ABOVE 70' DEPTH ± 2 0 , 0 0 0 s f R E T A I L / 3 5 R E S . U N I T S A B O V E ± 5,000 SF Retail ±5,000 SF Retail ±10,000 SF Retail ±12,000 SF Retail ±9,000 SF Retail ±19,000 SF Retail ±12,000 SF Retail ±8,000 SF Retail ±13,000 SF Retail ±7,000 SF OFFICE-WEST ±18,200 sf OFFICE-SOUTH II 29,400 SF OFFICE-SOUTH I 29,400 SF OFFICE - A 50,000 SF/ 3 ST. OFFICE - B 40,000 SF/ 3 ST. OFFICE - C 32,500 SF/ 2 ST. OFFICE - D 100,000 sf / 4 st. OFFICE - E 40,000/ 4ST. HOTEL 125 ROOM / 4ST. OFFICE-F 91,810 sf 4 story OFFICE-G 75,000 sf 3 story HOTEL 125 ROOM / 4ST. Retail 6,000 SF Retail 5,000 SF Retail 15,000 SF Retail 24,000 SF EXTENS I O N O F CEDAR A V E N U E BASIN #4 D E T E N S I O N B A S I N # 1DETENSIONBASIN #2#2a DETENSIONBASIN #7 LMAN: CTB: MS VIEW: UCS: PROJ. No.: DATE: DATUM: SCALE: HORZ.: VERT.: HORZ.: VERT.:File Path: \\blcompanies.com\dfs\proj\JOBS13\13C\13C4718\RECORD\IN\2015-12-03 master plan drainage area map\Prop Dra - Standard\STC Drainage\Prop Dra.dwg, Layout: PROP DRA Tue, Jun 12, 2018 - 11:42 AM User: sleclercFUSS & O'NEILL Disciplines to Deliver EVERGREEN WALK, LLC PROPOSED WATERSHED AREAS EVERGREEN WALK MASTER DEVELOPMENT PLAN SOUTH WINDSOR CONNECTICUT 2000 481 A30 6/8/2007 DRA-1 1" = 400'WORLD Date: 8/25/2021 Time: 15:30 User: ibrown Style Table: Langan.stb Layout: Layout1Document Code:140222801-0201-CG104-0101555 Long Wharf DriveNew Haven, CT 06511T: 203.562.5771 F: 203.789.6142 www.langan.com© 2020 Langan Langan CT, Inc. Project By IJAB Date 8/23/2021 Location 501 Evergreen Way, South Windsor, CT Checked DTG Date 8/23/2021 Circle one: Present Developed Job No.140222810 1. Rational 'C' Runoff Coefficient & Area Calculations SF AC SF AC SF AC EX-CB 101 12,352 0.284 9,909 0.227 2,443 0.056 80% 0.78 CLCB-101 2,661 0.061 2,141 0.049 520 0.012 80% 0.78 YD-101 3,473 0.080 2,122 0.049 1,351 0.031 61% 0.67 RL-101 1,600 0.037 1,600 0.037 0 0.000 100% 0.90 RL-102 1,760 0.040 1,760 0.040 0 0.000 100% 0.90 RESTAURANT DEVELOPMENT AT EVERGREEN WALK Total Area Impervious (C=.9) Pervious (C=0.3) Catchment Area Percent Impervious C 8/23/2021 Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?st=ct&sta=06-3451&data=depth&units=english&series=pds 1/4 NOAA Atlas 14, Volume 10, Version 3 HARTFORD BRAINARD FLD Station ID: 06-3451 Location name: Hartford, Connecticut, USA* Latitude: 41.7333°, Longitude: -72.65° Elevation: Elevation (station metadata): 20 ft** * source: ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Sandra Pavlovic, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Orlan Wilhite NOAA, National Weather Service, Silver Spring, Maryland PF_tabular | PF_graphical | Maps_&_aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Duration Average recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 5-min 0.331 (0.265‑0.413) 0.404 (0.322‑0.504) 0.522 (0.415‑0.655) 0.620 (0.490‑0.782) 0.755 (0.575‑1.00) 0.857 (0.637‑1.16) 0.963 (0.693‑1.36) 1.08 (0.734‑1.57) 1.25 (0.815‑1.89) 1.39 (0.882‑2.15) 10-min 0.469 (0.375‑0.585) 0.572 (0.457‑0.714) 0.740 (0.589‑0.928) 0.879 (0.695‑1.11) 1.07 (0.815‑1.42) 1.21 (0.904‑1.65) 1.37 (0.982‑1.93) 1.53 (1.04‑2.23) 1.78 (1.15‑2.68) 1.97 (1.25‑3.04) 15-min 0.552 (0.441‑0.688) 0.673 (0.537‑0.840) 0.870 (0.692‑1.09) 1.03 (0.818‑1.30) 1.26 (0.959‑1.67) 1.43 (1.06‑1.94) 1.61 (1.16‑2.27) 1.81 (1.23‑2.62) 2.09 (1.36‑3.15) 2.32 (1.47‑3.58) 30-min 0.742 (0.593‑0.925) 0.904 (0.722‑1.13) 1.17 (0.931‑1.47) 1.39 (1.10‑1.75) 1.69 (1.29‑2.24) 1.92 (1.43‑2.61) 2.16 (1.56‑3.06) 2.43 (1.65‑3.53) 2.82 (1.83‑4.24) 3.13 (1.98‑4.82) 60-min 0.931 (0.744‑1.16) 1.14 (0.907‑1.42) 1.47 (1.17‑1.84) 1.75 (1.38‑2.20) 2.13 (1.62‑2.82) 2.42 (1.80‑3.28) 2.72 (1.96‑3.84) 3.06 (2.07‑4.43) 3.54 (2.30‑5.34) 3.93 (2.49‑6.07) 2-hr 1.22 (0.979‑1.51) 1.48 (1.19‑1.83) 1.90 (1.52‑2.36) 2.25 (1.79‑2.82) 2.73 (2.10‑3.61) 3.09 (2.32‑4.19) 3.48 (2.53‑4.92) 3.93 (2.67‑5.67) 4.60 (3.00‑6.90) 5.17 (3.28‑7.92) 3-hr 1.41 (1.14‑1.73) 1.70 (1.37‑2.10) 2.19 (1.76‑2.71) 2.59 (2.07‑3.23) 3.14 (2.42‑4.14) 3.56 (2.68‑4.80) 4.00 (2.92‑5.65) 4.53 (3.09‑6.51) 5.34 (3.48‑7.97) 6.02 (3.83‑9.19) 6-hr 1.75 (1.43‑2.15) 2.13 (1.73‑2.61) 2.75 (2.22‑3.38) 3.25 (2.61‑4.04) 3.96 (3.07‑5.18) 4.47 (3.40‑6.02) 5.04 (3.71‑7.09) 5.73 (3.92‑8.18) 6.79 (4.44‑10.1) 7.70 (4.91‑11.7) 12-hr 2.12 (1.73‑2.58) 2.60 (2.12‑3.17) 3.38 (2.75‑4.13) 4.02 (3.25‑4.95) 4.91 (3.83‑6.39) 5.57 (4.25‑7.44) 6.28 (4.66‑8.80) 7.16 (4.92‑10.2) 8.53 (5.60‑12.6) 9.70 (6.21‑14.6) 24-hr 2.47 (2.03‑2.99) 3.07 (2.53‑3.72) 4.05 (3.32‑4.93) 4.87 (3.96‑5.96) 5.99 (4.71‑7.78) 6.82 (5.25‑9.09) 7.73 (5.78‑10.8) 8.88 (6.12‑12.5) 10.7 (7.06‑15.7) 12.3 (7.91‑18.4) 2-day 2.81 (2.33‑3.37) 3.55 (2.94‑4.27) 4.77 (3.93‑5.76) 5.77 (4.73‑7.02) 7.16 (5.68‑9.27) 8.17 (6.35‑10.9) 9.30 (7.05‑13.1) 10.8 (7.48‑15.2) 13.3 (8.80‑19.4) 15.6 (10.0‑23.1) 3-day 3.05 (2.54‑3.65) 3.87 (3.22‑4.64) 5.21 (4.31‑6.27) 6.32 (5.20‑7.65) 7.85 (6.25‑10.1) 8.95 (6.99‑11.9) 10.2 (7.78‑14.4) 11.9 (8.24‑16.6) 14.7 (9.74‑21.4) 17.3 (11.1‑25.6) 4-day 3.27 (2.73‑3.90) 4.14 (3.45‑4.94) 5.56 (4.61‑6.66) 6.73 (5.55‑8.13) 8.36 (6.67‑10.8) 9.53 (7.46‑12.6) 10.9 (8.29‑15.2) 12.7 (8.78‑17.6) 15.7 (10.4‑22.7) 18.4 (11.9‑27.1) 7-day 3.83 (3.22‑4.55) 4.80 (4.02‑5.70) 6.37 (5.31‑7.60) 7.68 (6.36‑9.21) 9.48 (7.59‑12.1) 10.8 (8.46‑14.2) 12.2 (9.36‑17.0) 14.2 (9.89‑19.7) 17.4 (11.6‑25.1) 20.3 (13.1‑29.8) 10-day 4.42 (3.72‑5.23) 5.43 (4.57‑6.43) 7.09 (5.93‑8.42) 8.46 (7.03‑10.1) 10.3 (8.30‑13.1) 11.7 (9.20‑15.3) 13.3 (10.1‑18.2) 15.3 (10.7‑21.1) 18.5 (12.3‑26.5) 21.3 (13.8‑31.2) 20-day 6.36 (5.39‑7.47) 7.43 (6.29‑8.73) 9.17 (7.73‑10.8) 10.6 (8.88‑12.6) 12.6 (10.1‑15.8) 14.1 (11.1‑18.1) 15.7 (11.9‑21.1) 17.6 (12.4‑24.1) 20.6 (13.8‑29.2) 23.1 (15.0‑33.6) 30-day 8.04 (6.84‑9.40) 9.14 (7.76‑10.7) 10.9 (9.24‑12.8) 12.4 (10.4‑14.7) 14.5 (11.6‑17.9) 16.0 (12.5‑20.3) 17.6 (13.3‑23.3) 19.4 (13.7‑26.4) 22.1 (14.8‑31.2) 24.3 (15.8‑35.1) 45-day 10.2 (8.67‑11.8) 11.3 (9.63‑13.2) 13.1 (11.2‑15.4) 14.7 (12.4‑17.3) 16.8 (13.6‑20.6) 18.4 (14.5‑23.2) 20.1 (15.1‑26.2) 21.8 (15.4‑29.5) 24.1 (16.3‑33.9) 25.9 (16.9‑37.3) 60-day 11.9 (10.2‑13.9) 13.1 (11.2‑15.2) 15.0 (12.8‑17.6) 16.6 (14.1‑19.5) 18.8 (15.2‑23.0) 20.6 (16.1‑25.6) 22.2 (16.6‑28.7) 23.9 (17.0‑32.1) 25.9 (17.5‑36.3) 27.4 (17.9‑39.4) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical 8/23/2021 Precipitation Frequency Data Server https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?st=ct&sta=06-3451&data=intensity&units=english&series=pds 1/4 NOAA Atlas 14, Volume 10, Version 3 HARTFORD BRAINARD FLD Station ID: 06-3451 Location name: Hartford, Connecticut, USA* Latitude: 41.7333°, Longitude: -72.65° Elevation: Elevation (station metadata): 20 ft** * source: ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Sandra Pavlovic, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Orlan Wilhite NOAA, National Weather Service, Silver Spring, Maryland PF_tabular | PF_graphical | Maps_&_aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)1 Duration Average recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 5-min 3.97 (3.18‑4.96) 4.85 (3.86‑6.05) 6.26 (4.98‑7.86) 7.44 (5.88‑9.38) 9.06 (6.90‑12.0) 10.3 (7.64‑14.0) 11.6 (8.32‑16.3) 13.0 (8.81‑18.8) 15.0 (9.78‑22.7) 16.7 (10.6‑25.8) 10-min 2.81 (2.25‑3.51) 3.43 (2.74‑4.28) 4.44 (3.53‑5.57) 5.27 (4.17‑6.65) 6.42 (4.89‑8.50) 7.28 (5.42‑9.88) 8.19 (5.89‑11.6) 9.20 (6.25‑13.4) 10.7 (6.92‑16.1) 11.8 (7.50‑18.3) 15-min 2.21 (1.76‑2.75) 2.69 (2.15‑3.36) 3.48 (2.77‑4.36) 4.14 (3.27‑5.22) 5.04 (3.84‑6.67) 5.72 (4.25‑7.75) 6.42 (4.62‑9.07) 7.22 (4.90‑10.5) 8.36 (5.43‑12.6) 9.29 (5.88‑14.3) 30-min 1.48 (1.19‑1.85) 1.81 (1.44‑2.26) 2.34 (1.86‑2.93) 2.78 (2.20‑3.51) 3.39 (2.58‑4.49) 3.85 (2.86‑5.22) 4.32 (3.11‑6.11) 4.86 (3.30‑7.05) 5.63 (3.66‑8.49) 6.26 (3.96‑9.65) 60-min 0.931 (0.744‑1.16) 1.14 (0.907‑1.42) 1.47 (1.17‑1.84) 1.75 (1.38‑2.20) 2.13 (1.62‑2.82) 2.42 (1.80‑3.28) 2.72 (1.96‑3.84) 3.06 (2.07‑4.43) 3.54 (2.30‑5.34) 3.93 (2.49‑6.07) 2-hr 0.608 (0.490‑0.754) 0.738 (0.593‑0.915) 0.949 (0.760‑1.18) 1.12 (0.894‑1.41) 1.37 (1.05‑1.80) 1.55 (1.16‑2.09) 1.74 (1.26‑2.46) 1.97 (1.34‑2.83) 2.30 (1.50‑3.45) 2.58 (1.64‑3.96) 3-hr 0.468 (0.378‑0.577) 0.567 (0.457‑0.700) 0.728 (0.585‑0.903) 0.862 (0.688‑1.08) 1.05 (0.807‑1.38) 1.18 (0.893‑1.60) 1.33 (0.974‑1.88) 1.51 (1.03‑2.17) 1.78 (1.16‑2.65) 2.01 (1.27‑3.06) 6-hr 0.293 (0.238‑0.359) 0.356 (0.289‑0.437) 0.458 (0.371‑0.565) 0.543 (0.437‑0.674) 0.661 (0.513‑0.865) 0.747 (0.567‑1.00) 0.841 (0.620‑1.19) 0.956 (0.655‑1.37) 1.13 (0.742‑1.68) 1.29 (0.820‑1.95) 12-hr 0.176 (0.144‑0.214) 0.215 (0.176‑0.263) 0.280 (0.228‑0.343) 0.334 (0.270‑0.411) 0.408 (0.318‑0.531) 0.462 (0.353‑0.618) 0.521 (0.386‑0.731) 0.595 (0.408‑0.844) 0.708 (0.465‑1.04) 0.805 (0.515‑1.21) 24-hr 0.103 (0.085‑0.124) 0.128 (0.105‑0.155) 0.169 (0.138‑0.205) 0.203 (0.165‑0.248) 0.250 (0.196‑0.324) 0.284 (0.219‑0.379) 0.322 (0.241‑0.451) 0.370 (0.255‑0.522) 0.447 (0.294‑0.655) 0.514 (0.330‑0.769) 2-day 0.058 (0.048‑0.070) 0.074 (0.061‑0.089) 0.099 (0.082‑0.120) 0.120 (0.098‑0.146) 0.149 (0.118‑0.193) 0.170 (0.132‑0.227) 0.194 (0.147‑0.273) 0.225 (0.156‑0.316) 0.277 (0.183‑0.404) 0.324 (0.209‑0.482) 3-day 0.042 (0.035‑0.051) 0.054 (0.045‑0.064) 0.072 (0.060‑0.087) 0.088 (0.072‑0.106) 0.109 (0.087‑0.141) 0.124 (0.097‑0.166) 0.142 (0.108‑0.199) 0.165 (0.114‑0.231) 0.205 (0.135‑0.297) 0.240 (0.155‑0.355) 4-day 0.034 (0.028‑0.041) 0.043 (0.036‑0.051) 0.058 (0.048‑0.069) 0.070 (0.058‑0.085) 0.087 (0.069‑0.112) 0.099 (0.078‑0.132) 0.113 (0.086‑0.159) 0.132 (0.091‑0.184) 0.163 (0.108‑0.236) 0.191 (0.124‑0.283) 7-day 0.023 (0.019‑0.027) 0.029 (0.024‑0.034) 0.038 (0.032‑0.045) 0.046 (0.038‑0.055) 0.056 (0.045‑0.072) 0.064 (0.050‑0.084) 0.073 (0.056‑0.101) 0.085 (0.059‑0.117) 0.104 (0.069‑0.149) 0.121 (0.078‑0.177) 10-day 0.018 (0.016‑0.022) 0.023 (0.019‑0.027) 0.030 (0.025‑0.035) 0.035 (0.029‑0.042) 0.043 (0.035‑0.055) 0.049 (0.038‑0.064) 0.055 (0.042‑0.076) 0.064 (0.044‑0.088) 0.077 (0.051‑0.110) 0.089 (0.058‑0.130) 20-day 0.013 (0.011‑0.016) 0.015 (0.013‑0.018) 0.019 (0.016‑0.023) 0.022 (0.019‑0.026) 0.026 (0.021‑0.033) 0.029 (0.023‑0.038) 0.033 (0.025‑0.044) 0.037 (0.026‑0.050) 0.043 (0.029‑0.061) 0.048 (0.031‑0.070) 30-day 0.011 (0.009‑0.013) 0.013 (0.011‑0.015) 0.015 (0.013‑0.018) 0.017 (0.014‑0.020) 0.020 (0.016‑0.025) 0.022 (0.017‑0.028) 0.024 (0.018‑0.032) 0.027 (0.019‑0.037) 0.031 (0.021‑0.043) 0.034 (0.022‑0.049) 45-day 0.009 (0.008‑0.011) 0.010 (0.009‑0.012) 0.012 (0.010‑0.014) 0.014 (0.011‑0.016) 0.016 (0.013‑0.019) 0.017 (0.013‑0.021) 0.019 (0.014‑0.024) 0.020 (0.014‑0.027) 0.022 (0.015‑0.031) 0.024 (0.016‑0.035) 60-day 0.008 (0.007‑0.010) 0.009 (0.008‑0.011) 0.010 (0.009‑0.012) 0.012 (0.010‑0.014) 0.013 (0.011‑0.016) 0.014 (0.011‑0.018) 0.015 (0.012‑0.020) 0.017 (0.012‑0.022) 0.018 (0.012‑0.025) 0.019 (0.012‑0.027) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical LANEAN 555 Lang Wharf Drive New Haven,CT 06511 T:203.562.5771 F:203.789.6142 To:Karen Johnson —Charter Realty From:Christopher McLean,P.E.RECEw ED Langan has prepared this memorandum to outline the traffic assessment associated with thedevelopmentofapreviouslyapprovedpadasarestaurantinEvergreenWalk,This developmentareaisidentifiedasMap27,Block 15,Unit 2 by the Town of South Windsor Assessor and isapproximately0.7 acres of the Evergreen Walk Master Development Plan Area (See attachedSitePlan).The :8,475 square-foot building approved at this location was previously approved aspartoftheEvergreenWalkMasterDevelopmentPlanasaretailuse.The Evergreen Walk MasterPlanDevelopmentPlandoesnotbreakoutrestaurantsasaseparateuses. The development proposes the construction of a £3,200 square—foot restaurant and associatedsiteimprovements,The approved trip generation for the Evergreen Walk Master DevelopmentPlanincludesbothretailandrestaurant,collectively classified under Land Use Code 820:Shopping Center and not be broken out separately. The proposed development is anticipated to be tenanted by a restaurant that serves lunch anddinner.The restaurant industry has significantly evolved from pre~pandemic norms.This is theresultoftheneedtoChangecustomerinterfaceduetotheCOVID—1 9 pandemic.These changeshavenowbecomepartofnormaloperationsandcustomershaveacceptedthistechnology.Thetypicalcustomerexperiencewillbeeitherparkingintheadjacentlot,going inside to order at thecounter,receiving their food and eating there;or the customers will order online and be assignanexacttimetopickuptheirorderatthepick—up window.There will be no order kiosk,so nodriveuporderswillbeallowed.Mobile orders may also be picked up inside the building,whichwouldoperatesimilartocustomersthatparkandeatattherestaurant. The parcel is Currently accessed by a full~movement unsignalized driveway on West AccessDrive.The development proposes to maintain this driveway location.The existing exit—onlydrivewayouttoHemlockAvenuewillbeclosedandrelocatedtoprovideanexit-only driveway toEvergreenWay.This driveway serves as the exclusive mobile phone pick~up exit lane. Trig Generation Assessment The previously approved Evergreen Walk Master Plan accounted for the development of thisparcel,therefore,the potential trip generation from this parcel was included in the overalldevelopment’s trip generation.Under the Evergreen Walk Master Plan,the existing site waspreviouslyapprovedforan8,475 squareafoot retail building use.Land Use Code 820:Shopping John D.Plante,P.E. [JCT 0 4 2021Date:28 September 2021 Re:Traffic Assessment SOUTH wmDSOR MANNING DEPT. Restaurant Development at Evergreen Walk South Windsor,CT Langan Project No:140222810 M E M 0 Restaurant Deveiopment at Evergreen Waik Traffic Assessment South Windsor,CT Langan Project No.:140222810 28 September 2021 -Page 2 of 2 Center was used for the previously approved retail space.The proposed restaurant is proposedtobea$3,200 square—foot building for the same pad site. As considered in the approved Master Plan,it is appropriate to ciassify a restaurant use within alargerretaildevelopmentundertheinstituteofTransportationEngineers(ITE)Trip GenerationManuaiLandUseCode820:Shopping Centers The ITE description for the Shopping Center states”Many shopping centers,in addition to the integrated unit of shops in one bui/ding or enclosedaroundamali,include outparce/s...These bui/dings are typical/y drive—in banks,retail stores,restaurants,or small offices." The existing internai and off—site roadway infrastructure was design to support the approved tripgenerationfortheEvergreenWalkMasterPlan,therefore,no additionai anaiysis is proposed. lnternal Circuiation The proposed site circulation has been designed to address safety and efficient traffic operationsTherestaurantisproposedtobeaccessedfromtheexistingfull-movement driveway on theWestAccessDrive.This primary driveway is located on West Access Drive,a lower volumeinternalaccessroadway,as opposed to having this access directly on Evergreen Wayt No sight—line visibility obstructions exist in the vicinity of this driveway.Customers utilizing the mobilephonepick-up order system will enter this primary driveway and proceed to the pick—up onlydrivewayalongthesouthernsideofthesite.This pick—up lane will be delineated with wayfindingsignageandpavementmarkings.This pick-up lane provides approximately 150 feet of storageinternaltothesite,or six car lengths.Upon receiving their order,they will continue out the exit—only,full—movement driveway on Evergreen Way.The building and landscaping has beendesignedtomaximizesightlinesalongEvergreenWay(See attached Site Plan). \\Iangan com\data\NHV\data8\140222801\Proiect Data\_Disolpline\Traffic\Reports\Restaurant Trip Gen Memo\140222801 -EWRestaurantrTripGenerationAssessmentMemorandumdocx LANEAN PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE:10/8/21 TO:Michael Maniscalco,Walter Summers,Jaff Doolittle,Molly Keays,Heather Oatis,Kevin Cooney,Tony Manfre,John Caldwell,Andrea Confrancesco,Vincent Stetson,Kenneth Rich,Mark HalibozekFROM:Michele Lipe,AICP,Director of Planning The Flaming &Engineering Departments have received plans for the following proj ects: Appl 21-44P,Proposed Restaurant (Shake Shack) Location:601 Evergreen Way &Site Plan D Subdivision No.Acres Zone GD D Industrial &Commercial D Residential No.Lots/Units Water:&Public D Private Well Sewerage:@ Public D Septic System Project Description:Development of new 3,2003f restaurant with outside dining Future Town-owned property involved?D Yes &No new street(s)B new detention area new open space/recreation area D active Dpassive Flaming Department notes: Please comment by 10/22/21 and return to the Flaming Department. PLANNING DEPARMENT November 17,2021 Karen Johnson Charter Realty Development Corp. 75 Holly Hill Lane,Suite 305 Greenwich,CT 06830 Dear Ms.Johnson, Re:Appl.21-43P,Charter Realty on behalf of Evergreen Walk LLC—request for a site plan modification for the re—development/construction of 12,819 sf educational building,at 528 Evergreen Way,Buckland Gateway Development Zone and Appl.21-44P,Charter Realty on behalf of Evergreen Walk LLC—request for a site plan for the construction of a proposed 3,200 sf restaurant with outdoor seating,at 601 Evergreen Way, Buckland Gateway Development Zone Please be advised that the Regular Meeting ofthe Planning &Zoning Commission for the above referenced matter has been scheduled for Tuesday,November 30,2021. This meeting will be held in the Council Chambers of the South Windsor Town Hall.Someone must be present to represent the application. Two signs advertising the meeting must be posted on the property for ten (10)consecutive days priorto the hearing and must be clearly visible from a town street.The signs must be posted on the Buckland Road frontage by November 20,2021. Signs can be picked up at the main entrance of Town Hall,1540 Sullivan Avenue,in the large grey plastic drop off bin next to the main entrance.Please call (860)644-2511 Ext 329 if you have any questions,Monday—Friday,8:00 a.m.—4:3O p.m. Sincerely (la-dim j ortul" Caitlin O’Neil Administrative Assistant/Land Use Coordinator 1540 Sullivan Avenue.SouthWindsor,CT 06074 l Tel (860)6442511 ext.329 (Planning@$outhWindsorrCTgov QSHAKE SHACK Evergreen Walk,CT Q%gI/W get/Weld November 24th,2021 ENG GROUP SHAKE g SHACK Exterior Rendering Evergreen Walk,CT i Design Review Update i November 24th,2021 [Page 2 ,‘NNEL SHAKE gSHACK Exterior Rendering Evergreen Walk,CT i Design Review Update i November 24th,2021 SHAKEQSHACK Exterior Rendering Evergreen Walk,CT i Design Review Update i November 24th,2021 i Page 4 .kvy v .m-«wwi W“1",I, uh SHAKE§SHACK Exterior Rendering Evergreen Walk,CT i Design Review Update i November 24th,2021 i Page 5 SHAKE§SHACK Exterior Rendering QrEEvergreenWalk,CT i Design Review Update i November 24th,2021 l Page 6 To: From:Jeff Doolittle,P.E.,Town Engineer M December 13,2021 Re: I have reviewed the above Site Plan and have the following comments MEMORANDUM Michele Lipe,Director of Planning Date: App 21—44P —Restaurant at Evergreen Walk .Show the sight line looking south from the exit lane onto Evergreen Way and is it adequate for the traffic?Does the headwall over the culvert obstruct this sight line? Can fire trucks,emergency vehicles and large delivery trucks safely and effectively get in and around this site?Show truck turning templates in,around and out ofthe site, Provide another sidewalk connection from the sidewalk along Hemlock Ave to the proposed sidewalk around the building,by the west end ofthe proposed rain gardenThe existing CB on Evergreen Way by the proposed exit driveway needs to be changed to a Type CL top. 5.The existing sewer lateral needs to be inspected and cleaned out before it is used for a new building sewer lateral. 6.WPCA review and approval is required for this site plan. Please let me know if there are any questions. Appl 21—44P,Shake Shack (at Evergreen Walk) Dec 14,2021 Planning Department Report .Request for site plan approval for 3,200 sf restaurant with associated outdoor seating,on property located at 601 Evergreen Way,Buckland Road Gateway Development zone. .This pad site was shown on the general plan for a potential restaurant and at one time was approved for a Boneflsh restaurant.Currently there existing parking on a portion of the site. .The proposal is to access the site from Evergreen Walk’s internal road network,referred to West Access Road,off of Hemlock Avenue.There will be a one-way drive through the site to accommodate a pick up window for on—line orders only.This exit only drive is aligned with the drive directly across that serves as the entrance to the existing parking area adjacent to the roundabout. .Sidewalks are shown to be extended along Hemlock Ave into the main entrance ofthe site. We would request an additional sidewalk linkage be made from Hemlock Ave in the area of the parking lot to allow walkers coming east on Hemlock a closer way into the site. .The parking requirement for restaurants is 4 1/2 spaces per 1000 square feet of gross floor area,requiring 15 spaces;30 spaces have been provided for this proj ect.Provisions are being made for an EV charging station as required. .The plans also show an outside dining area that will be covered and heated making it available for a longer season. .Lighting pole height is 25 feet.Luminaires are full cutoff fixtures of the same type used in other areas of the Shoppes area.There will also be bollard lighting along the drive. .Landscaping is proposed along the site frontages as well as within the parking areas.There should be no visible rooftop mechanical equipment.There is a dumpster on a concrete pad with screening. .The building design includes adding a mural along the Evergreen Way frontage. Architectural and Design Review Committee reviewed this plan on October 21 and were satisfied with the proposal as presented.Similar to the Whole Foods project,the PZC may want the applicant to return with the mural design. 10.Building signage is proposed on the Evergreen Way and Hemlock Ave frontages and West Access frontages.The applicant has provided a graphic ofthe proposed signage on the plans that were submitted. 11.There are regulated wetlands on site.IWA/CC approved the application on November 6 with a bond in the amount of $15,000 to ensure compliance with the erosion and sediment control and to ensure successful establishment of the mitigation plantings.This bond will be held for two years. 12.Public water is available in Hemlock Avenue.Water Pollution Control Authority approval isrequired.OSTA approval has been granted for the entire development as shown on the General Plan:this proj ect is included in the approved square footages. l3.If this site plan is approved,the Flaming Dept.requests a traffic calming treatment be added at the beginning of the pick—up drive to alert drivers and pedestrians and slow traffic. PLANNING DEPARTMENT December 16,2021 CERTIFIED MAIL 7019 2280 0001 51 19 0594 Karen Johnson AICPCharter75HollyRea'ltyj&H111 Lane DeveloSuite gOSment Corporation Greenwich,CT 06830 Dear Ms.Johnson} Re:Appl.21—44P)Charter Realty on behalf of Evergreen Walk LLC-request for a site plan for the construction of a proposed 3,200 sfrestaurant with outdoor seating,at 601 Evergreen Way,Buckland Gateway Development Zone. We are pleased to advise you that the Planning &Zoning Commission voted on December 16,2021 to approve with modifications site plan for the construction of a proposed 3,200 sf restaurant with outdoor seating,at 601 Evergreen Way,Buckland Gateway Development Zone This approval is subject to the following modifications: 1’Prior to commencement of any site work,a meeting must be held with Town Staff. 2.No building permit will be issued until the final mylars have been tiled in the Town Clerk's office. 3t This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission,including bonds in the amount of $15,000 to ensure compliance with the erosion and sediment control measures and successful establishment of the mitigation plantings (to be held two years). 4.A landscape bond in the amount of $5,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 5,All bonds must be in one ofthe forms described in the enclosed Bond Policy. 6.An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1 .3 of the Zoning Regulations. 7.All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8.This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 15M]Sullivan Avenue,South Windsnr.CT 05974 l Tel (BED)644-2511 Ext 329 l Planning@SnuthWindsnr-CT.quv 9.No building permits wil1 be issued until the Office of State Traffic Administration certificate has been issued (per CGS §14—3 1 1). 10.The building street number must be included on the final plan. 11.Pavement markings must be maintained in good condition throughout the site drives and parking areas. l2.All free—standing signs and/or building signs require the issuance of a sign permitbeforetheyareerected. l3.Stamped concrete or other treatment shall be added to the access drive to differentiate the drive for the pick—up window. l4.Engineering comments dated 12/13/21 shall be incorporated into the final plans. 15.The mural design is for art purposes only;no advertising is allowed.The applicant shall retum to the Commission with the details of the final design and materials to be used. l6.A sidewalk connection shall be added from the existing sidewalk along Hemlock Ave into the site in the parking the area of the parking lot. l7.In accordance with section 6.4.10 the electric vehicle charging space shall be van accessible but not handicap restricted and located closer to the building. Black and white mylars of Sheets #CS 101 ,CGlOl,with this approval letter reproduced thereon,must be submitted.After the mylars have been endorsed by the Commission, they will be returned to you for filing in the office of the Town Clerk.Three print copies of the entire set of plans must also be submitted. Sincerely,“gm W Bart Pacekonis,Chairman PLANNING &ZONING COMMISSIONBP/cgo CC:Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal 1540 Sullivan Avenua,South Windsor,BT UBGM I TEI (35(1)644-2511 Ext 32E 1 Planning@SuuthWindsar-BT.gov STATE OF CONNECTICUTOFFICEOFTHESTATETRAFFICADMINISTRATIONDEPARTMENTOFTRANSPORTATION 2800 BERLIN TURNPIKE.P.O.BOX 3 l 7546NEWINGTON.CT 06131-7546 Email:DOT.OSTA@ct.gov May 4/2022 Mr‘Christopher McLean,P.EI Langan CT,inc. 555 Longwharf Drive New Haven,CT 06511 cmclean@Langanlcom Dear Mrl McLean: Subject:Town of South Windsor Previously Issued:Certificate 1533 Series,and Administrative Decisions Nosl 637,658,749 &810CurrentProposahEvergreenWalkLandUseChange(Retail to Restaurant) Street Address:601 Evergreen Way Current Owner:Evergreen Walk Lifestyle Center,LLC Administrative Decision No.827 OSTA Not 132-2201~01 A review of your request received January 31,2022 for an Administrative Decision regarding the subject land use change not previouslyconsideredundertheCertificate1533seriesandassociatedAdministrativeDecisions,including the latest follow~up information received onApril13,2022 has been completed. It was determined that the proposed land use change consisting of a change in use from 8/475 square feet of retail building space to 3,200squarefeetofrestaurantbuildingspacewillnotsubstantiallyaffectstatehighwaytrafficoperationsintheareatLieutenantGlennBuonanducci,the Local Traffic Authority representative for the Town of South Windsor,concurred with these findings on February 1,2022‘Consequently,on May 4,2022,an Administrative Decision was rendered that formal action by the Office of the State Traffic Administration(OSTA)under Section 14-311 ofthe General Statutes of Connecticut regarding the proposed land use change is not required.The decisionwasbased,in part,on the enclosed plan prepared by Langan CT,Inc.titled "OSTA Site Plan”,subtitled "Restaurant Development at EvergreenWalk,-Map No.27,Block No.l5,Unit No.2;601 Evergreen Way,South Windsor,Hartford County,Connecticut”Sheet Name C5101,datedJanuary27,2022,and last revised April 6,2022. The decision shall not be effective until a copy of this letter has been filed on the municipal land records,in accordance with the enclosedprocedures,and this office has received a copy of the recorded letter.Upon filing of the letter,this office would have no objection to theissuanceofanybuildingorfoundationpermitsassociatedwiththelandusechange.However,Traffic Investigation Report No.132-1608-01,which outlines the conditions of approval for Certificate 1533-5,requires the installation of guide signs on both sides of the I-84 eastboundoff-ramp (Exit 62).Our office has no objection to an expanded partial opening for the subject land use change without these signs beinginstalled.The guide signs are to he installed by the property owner as soon as time permits. Subsequent to the land use change,the allowable overall development within the OSTA certifiable area will consist of 1,666,165 square feetofmixed-use building space with 5,078 parking spaces.Any future expansion or proposed land use changes shall only be allowed subject toreviewbythisofficeand,if necessary,formal OSTA action. Sincerel d a...99w l J .e 022 ph P. 05 041—04‘00' Joseph P.Ouellette Executive Director Office of the State Traffic Administration Enclosures Copy to:Lieutenant Glenn Buonanducci —g_lenn.buonanducci@southwindsor—ct.govMrtKennethRich—Kenneth.rich@southwindsor-ct.org Ms.KarenJohnson «karen charterrealt .com Mr.Stephen Mitchell,P,E.—stevm5@cox.net -steve@mitchelltrafficcom An Equal Opportunity Employer FoFmUv38Ugomazg:588m3.5m‘><>>zmmxoxmaSmu:imhzmuHEhE:v_._<>>zuwxoxmE($2E33.ZOEUmDm>_.r<~_._.m_2=29<on“NNowEQmo<503.835?Erz“:3%s.a$~Z<.Emtm(.50v33zmuxovmaF<._.Zm2n_0._m>mn2<m2<u~wuxU<<mx<.NNON.=xk(m0QZOEUDEZOUxmDZDx0UZ:h_Xmmx<mUZ_D.=DmnwIUh<Imtl>>.~EéiFaUinZQmUmDw>_F<E_Z_En<m305wxmxwDZDagxgEmuOtOxkwu(aZ_D.=3mDm70k<1><KU,—“g2vmd$m4m<_u=._.xmu<50 Filename: \\langan.com\data\NHV\data8\140222801\Project Data\_Discipline\Survey\CAD\As-Built\140222801-V-AB0101.dwg Date: 2/10/2023 Time: 10:42 User: jstublic Style Table: Langan.stb Layout: AB103 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 www.langan.com © 2023 LanganLangan CT, Inc. (NOT SHOWN TO SCALE) 10 February 2023 Glen W. Moon VP Construction Charter Realty & Development Corp. 309 Greenwich Avenue Greenwich, CT 06830 RE: Substantial Completion – Site Lighting Restaurant Development at Evergreen Walk 601 Evergreen Way South Windsor, Connecticut Langan Project No.: 140222801 Dear Mr. Moon: Langan has completed periodic visual observations of the above referenced site throughout the duration of construction and performed a final visual observation on January 24, 2023 . We find the locations, quantities, and condition of the installed site lighting (Fixtures A through I on Sheet LL101 of the approved documents) to be substantially complete and in general compliance with the construction documents and approved plans on file with the town (Appl. 21-44P). Should you have questions please do not hesitate to contact our office. Sincerely, Langan CT, Inc. Joe Aveni, PLA, ASLA Project Landscape Architect Timothy Onderko, PE Principal/Vice President cc: David T. Gagnon, PE Senior Project Manager, Langan \\langan.com \data\NHV\data8\140222810\Project Data\Correspondence\Substantial Completion Letter - Site Lighting.docx Wetland Mitigation Post-Construction 2023 Monitoring Report Shake Shack at The Promenade Shoppes at Evergreen Walk 801 Evergreen Way South Windsor, Connecticut Prepared for Charter Realty and Development Group c/o Karen Johnson, AICP 75 Holly Hill Lane, Suite 305 Greenwich, CT 06830 Prepared by All-Points Technology Corporation, P.C. 567 Vauxhall Street Ext. – Suite 311 Waterford, Connecticut 06385 November 2023 i Table of Contents Table of Contents Wetland Mitigation Post-Construction Monitoring Report No. 1 ....................... 1 Shake Shack at The Promenade Shoppes at Evergreen Walk ............................ 1 Table of Contents ................................................................................................................ 1 Location and Direction to Mitigation Site................................................................... 2 Start and Completion Dates for Mitigation ................................................................ 2 Wetland Mitigation Plan ................................................................................................... 3 Post-construction Monitoring ......................................................................................... 5 Performance Standards .................................................................................................... 5 Dates of Corrective or Maintenance Activities ......................................................... 6 Summary ................................................................................................................................ 7 Attachment A ........................................................................................................................ 8 Photodocumentation ......................................................................................................... 8 1 2023 Monitoring Report Project Summary The Town of South Windsor Inland Wetlands Agency (“IWA”) approved with issuance of Wetland Permit #21-44W, dated September 20, 2021, the construction of a retail building, parking access road, stormwater management and associated utilities (“Facility” or the “Project”) on a portion of land west of Buckland Road and south of Hemlock Avenue in South Windsor, Connecticut (“Subject Property”). The Subject Property consists of ±48.34 acres of developed land situated in a Gateway Development (RC)-zoned area of the Town of South Windsor. This property includes retail buildings, paved roadways and parking areas, stormwater management systems, and landscaped areas. The Project consists of a 3,200 square foot restaurant occupied by Shake Shack with associated site improvements including a mobile pick-up lane, expanded parking, dining patio, walkways, site lighting, new landscaping, utility improvements, and drainage improvements. Approximately 9,500 square feet of wetlands, consisting of an intermittent watercourse, are present within the Project area and are generally located to the south draining in an east to west direction. The singular wetland consists of a channelized intermittent watercourse with limited bordering vegetated wetlands that are confined between commercial developments to the south and north. This resource originates from a discharge point from the Buckland Road closed stormwater system east of the Subject Property, draining west to a culvert crossing under Evergreen Way, continuing west off the Subject Property. The Project avoided direct impacts to the wetland system but resulted in ±11,850 square feet of impacts to the 80-foot upland review area. The upland review area consists of developed and disturbed areas associated with the Shake Shack development, paved areas and graded and armored slopes (e.g., retaining wall). A comprehensive mitigation plan, identified as the Stream and Buffer Enhancement Plan, enhances various wetland and upland review area functions and values to compensate for the unavoidable upland review area impacts was implemented in 2022 with the enhancement of ±20,000 square feet of the wetland and upland review area, removal of invasive species and planting of native trees and shrubs was completed which compensated for the Project’s unavoidable upland review area impacts. This report documents the first year of monitoring following completion of the Project in 2022 including enhancements to the delineated wetland resource. All-Points Technology Corporation, P.C. (“APT”) acting as the Environmental Monitor for the Project provides the following information documenting the completion and status of the Stream and Buffer Enhancement Plan. 2 2023 Monitoring Report Location and Direction to Mitigation Site The Subject Property is located south and east of Evergreen Way and north and west of Tamarack Avenue in South Windsor, Connecticut. The property consists of ±48.34 acres and is identified as Map 27 Block 15 Unit 2 by the Town of South Windsor’s Tax Assessors Office. Access to the Subject Property exists via a paved driveway from Buckland Road and alternative access to the west from Tamarack Avenue or east from Evergreen Way. Start and Completion Dates for Mitigation Invasive treatment of enhancement area: 7/26/22 Wetland Enhancement Areas planting:10/5/22 Wetland Enhancement final inspection: 10/28/22 3 2023 Monitoring Report Wetland Mitigation Construction The following section describes the sequence of activities that occurred during implementation of the Stream and Buffer Enhancement Plan (the “Plan”) . All Plan work was performed under the direction of Charter Realty and its contractors with oversight provided by APT’s Environmental Monitor. Wetland Mitigation Plan A wetland scientist from APT experienced in wetland mitigation, invasive plant species identification, and removal/eradication served as the Environmental Monitor to ensure that the Plan was properly implemented, and sensitive wetland resources were properly protected. To the extent practical, wetland enhancement activities were performed during periods of low flow in the intermittent stream. Disturbed soils were generally stabilized by the end of the first full growing season following wetland mitigation activities. Foreign debris and litter observed was removed from the surface of the mitigation area and properly disposed of in accordance with all local, state and federal regulations. Soil disturbance was limited to planting locations. Exposed soils were mulched and seeded with an appropriate native seed mixture depending upon shade and soil moisture conditions of the affected areas. Fertilizer and pesticides in the wetland mitigation area was strictly prohibited and herbicide usage was limited to control of invasive species in accordance with the approved Plan. A pre-construction meeting was held on site between the APT wetland scientist and contractor(s) performing all aspects of the Plan. The primary intent of the meeting was to discuss the goals of the Plan and implementation of the required elements necessary to achieve these goals and sequence of elements. Stream and Buffer Enhancement Area Areas located within wetland areas and bordering the intermittent watercourse corridor were enhanced with the focus of the Plan to improve wildlife habitat, water quality treatment, and aesthetic functions and values. Enhancement activities included the removal of target invasive shrub species and foreign debris and planting of a variety of native trees and shrubs within existing degraded areas that border the wetland complex. Areas receiving enhancement were colonized with, and dominated by a variety of non-native, invasive species including autumn olive (Elaeagnus umbellata), Japanese honeysuckle (Lonicer sp.), multiflora rose (Rosa multiflora), and Asiatic bittersweet (Celastrus orbiculatus). Within these areas, invasive species were removed and treated with an appropriate herbicide, and native trees, shrubs and herbaceous vegetation were then planted following a waiting period to allow the herbicide to dissipate. In addition, foreign debris and litter that had accumulated on the surface within these areas was removed and properly disposed of in accordance with all local, state and federal regulations. Planting stock used in the enhancement area was inspected prior to installation for pests, disease and overall health to ensure suitable specimens were used. All planting stock was found to be in good health and free of 4 2023 Monitoring Report disease/pests. All woody plant stock was container-grown. The table below illustrates the planting schedule utilized, consistent with the originally approved Plan. Stream and Buffer Enhancement Plan Planting Schedule Quantity Botanical Name Common Name Size1 Spacing2 10 Cornus amomum Silky Dogwood 3-4’ 5-10 feet 10 Cornus racemosa Gray Dogwood 3-4’ 5- 10 feet 10 Populus Deltoides Eastern Cottonwood 3-4’ 10 feet 10 Salix discolor Pussy Willow 3-4’ 5-10 feet 10 Viburnum lentago Nannyberry 3-4’ 5-10 feet 10 Aronia melanocarpa Black Chokeberry 3-4’ 5-10 feet 10 Amelanchier arborea Serviceberry 6-8’ 5-10 feet 15 Cornus sericea Red Osier Dogwood 3-4’ 4-6 feet 5 2023 Monitoring Report Post-construction Monitoring Since planting and invasive removal activities associated with the Plan occurred in 2022, the first year of post-construction monitoring occurred during the 2023 growing season. The following section discusses the current status of these areas during the 2023 growing season and their ability to meet the permit-required success standards. Representative photographs of these areas are provided in Attachment A. Post-construction monitoring measures the success of the wetland creation and enhancement areas by the following conditions of approval as noted as performance standards on the permit-authorized site plans and the authorization letter dated September 20, 2021 by the Town of South Windsor IWA (Appl. #21-44W). Performance Standards The following performance (success) standards apply to wetland mitigation activities for this Project. The three performance standards were evaluated at the end of the 2023 growing season to determine if they are currently being met or not. 1) At least 75% of the surface area of the woody understory within the mitigation area should be restabilized with indigenous woody species. Response: This success standard is currently being met within the Stream and Buffer Enhancement Area which contains approximately 75% coverage of native vegetation with minor tree and shrub mortality noted. Due to this success standard being met within the first monitoring year, no additional plantings are recommended at this time. 2) Vegetation should be checked to ensure that no more than 20% of the surface area is occupied by invasive woody species success standards. Response: An approximately 5-10% coverage of invasive species within the enhancement area was identified during the spring and fall 2023 monitoring inspections. Remedial action was not required in 2023. As such, this success standard is currently being met and therefore no additional treatment is recommended at this time. 3) Soils within the mitigation area disturbed during implementation of this plan are permanently stabilized. Response: This success standard is being met as minimal areas were destabilized during the mitigation activities. Cut vegetation was left in place for woody material to breakdown and aid in slope stabilization. A dominance of native herbaceous vegetation was present during both inspections, no evidence of erosion was observed. 6 2023 Monitoring Report Dates of Corrective or Maintenance Activities The 2023 growing season represents the first year of monitoring following a full growing season after completion of treatment and planting of the enhancement area completed in 2022. Following the spring 2023 monitoring event a general lack of re-emergence of woody invasive species was noted which was confirmed in the fall 2023 monitoring period. As such, no maintenance activities were recommended in 2023. 7 2023 Monitoring Report Summary This report documents the Stream and Buffer Enhancement Area was successfully constructed in general conformance with the IWA permit-approved site plans. Initial treatment and planting activities were completed in 2022 with minor additional activities required as noted during the 2023 monitoring period as a result of the reemergence of invasive woody shrubs and vines. Each of the three success standards are currently being met and/or exceeded during the 2023 monitoring period. As 2023 marks the first full growing season following completion of the Stream and Buffer Enhancement Area installation, it is APT’s opinion that monitoring observations made in 2023 document fulfillment of the monitoring program and no further monitoring is warranted. Attachment A Photodocumentation PHOTO DOCUMENTATION Evergreen Walk Shake Shack 501 Evergreen Way, South Windsor, Connecticut Photos taken on June 22 & September 28, 2023 Photo 2 View of planted juniper and chokeberry saplings exhibiting signs of new growth. Photo 1: View of southern extents of Stream and Buffer Enhancement Area within area of heavy replanting. 1 PHOTO DOCUMENTATION Evergreen Walk Shake Shack 501 Evergreen Way, South Windsor, Connecticut Photos taken on June 22 & September 28, 2023 Photo 4 View of top of bank bordering Shake Shack parking area with dense vegetative cover. Photo 3: View of minor multiflora rose and Asiatic bittersweet re-emergence 2 st4'q`< PLANNING DEPARTMENT �S � 4 NLSOHOOt� January 9, 2024 Karen Johnson,AICP Brand Street Properties 309 Greenwich Avenue Greenwich, CT 06830 Dear Ms. Johnson: Re: Appl.21-44P Shake Shack I am pleased to advise you that the South Windsor Planning and Zoning Commission, at its Regular Meeting on December 12, 2023, voted to release the following bonds: A_pnl. 21-44P Shake Shack E & S Bond in the amount of$15,000 reduced by $15,000 to leave a balance of-0-. A check will be mailed to you from the Town of South Windsor. If you have any further questions,please contact the Planning Department at 860-644-2511, ext. 2329. Thank you. Very truly yours, Stephen Wagner, Chairman PLANNING& ZONING COMMISSION SW/js 1540 Sullivan Avenue, South Windsor, CT 06074 Tel (660) 644-2511 Ext 2329 1 Planning@SouthWindsor-CT.gov PIANNINE DEPARTMENT October 10,2024 Karen Johnson Brand Street Properties 309 Greenwich Avenue Greenwich.CT 06830 Dear Ms.Johnson: Re:App].21-44P Shake Shack l am pleased to advise you that the South Windsor Planning and Zoning Commission.at its Regular Meeting on October 8,2024,voted to release the following bonds: Appl.21-441)Shake Shack Landscaping Bond in the amount of $5.000 reduced by $5.000 to leave a balance of -0—. Please contact the Planning Department at 860—644—251 l,ext.2253.to make arrangements to pick up the check.Thank you. Very truly yours. /gawk W Stephen Wagner,Chairman PLANNING &ZONING COMMISSION SW/js cc:Town Engineer 154U Sullivan Avenue,Snuth Windsor,CT 06074 l Tel (800)644-2511 Ext 2329 1 P|anning@SouthWindsnr-DTgnv