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21-04P Evergreen Walk Tamarack Extension
TOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION io`iN Seq< APPLICATION FORM Application Number: Official Receipt Date: Munis Application #: ,fit , tiq.etl APPLICANT: Evergreen Walk LLC PROJECT NAME: Evergreen Walk - Tamarack Avenue extension COMPLETE LOCATION OF PROPERTY: 151 Buckland Road - Units 8, 3 & 1 OWNER OF RECORD ON LAND RECORDS: Evergreen Walk. LLC *(see attached) OWNER ADDRESS: 1109 Rose Lane, Virginia Beach, VA 23451 GIS PIN # 15300151 ZONE GDZ NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Alan Lamson, 19 Silver Lane, East Hartford, CT 0L18 (860)568-4030, alamson@flbarch.com Estimated presentation time: 1 hour THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) 91 Site Plan of Development 91 New ❑ Modification Building(s) Sq Ft ❑ General Plan of Development ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ ReguIation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing Required) for ❑ Temporary and Conditional Permit Renewal for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) *An Ap ation Pending Sign is required to be posted on the proE r all applications ten (101 days prior to being heard by the Co Signature of Applicant Signature ol0ropkrV Owner Evergreen Walk, LLC Evergreen Walk, LLC Print Name of Applicant Print Name of Property Owner John Finguerra, Its member John Finguerra, Itge A86*14 Owner of Record on Land Records: Unit 3 Evergreen Crossing Retirement Community, LLC 7101 South 82"d Street Lincoln, NE 68516 Unit 1(Assessor's Record —January 13, 2021) Evergreen Walk Lifestyle Center, LLC 501 Evergreen Way, Suite 503 South Windsor, CT 06074 1 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT Evergreen Walk, LLC PROJECT NAME Evergreen Walk - Tamarack Avenue Extension 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. January 14, 2021 DATE February 2002; Rev. 4-04 PLAN PREPARER (P.E./L.S.) PROJ. No.: DATE:File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_COV.dwg, Layout: GI-001, Plotted: Monday, January 04, 2021, User: jdeninger Plotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STB2000481.Y21 JANUARY 2021 GI-001 PREPARED BY SHEET INDEX SHEET No.SHEET TITLE GI-001 COVER SHEET GI-002 GENERAL NOTES GI-003 AREA PLAN CP-101 SITE PREPARATION PLAN CE-101 EROSION & SEDIMENT CONTROL PLAN CS-101 SITE PLAN CG-101 GRADING AND DRAINAGE PLAN LP-101 LANDSCAPE PLAN CL-101 SITE LIGHTING PLAN CW-101 WETLANDS ALTERATION PLAN CD-501 EROSION & SEDIMENT CONTROL DETAILS CD-502-503 SITE DETAILS CD-504 STORMWATER MANAGEMENT DETAILS CD-505 UTILITIES & LANDSCAPE DETAILS LOCATION MAP SCALE: 1" = 1000' PREPARED FOR EVERGREEN WALK, LLC SOUTH WINDSOR 100 EVERGREEN WAY, SOUTH WINDSOR, CT 06074 TAMARACK AVENUE LAND USE PERMITTING PLANS EVERGREEN WALK · SOUTH WINDSOR · CONNECTICUT EVERGREEN WALK, LLC JANUARY 7, 2021 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_DET01.dwg Layout: GI-002 Plotted: Mon, January 04, 2021 - 10:52 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBGI-002 2000481.Y21 01/07/2021EVERGREEN WALK, LLCGENERAL NOTESEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUTN.T.S.146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com DFF 120.0 D2019710121871425DUNIT 7-C UNIT 8 UNIT 7-A 7F UNIT 3 UNIT 4 UNIT 5 UNIT 9 UNIT 10 UNIT 12 UNIT 13 UNIT 16 UNIT 7-B UNIT 1 UNIT 2 UNIT 7-D UNIT 7-E UNIT 11 UNIT 14 UNIT 15 PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\2000481Y21_overall.dwg Layout: GI-003-TAMARACK Plotted: Mon, January 04, 2021 - 10:57 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STB146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.comGI-003 2000481.Y21 01/07/2021EVERGREEN WALK, LLCAREA PLANTAMARACK AVENUE DESIGNSOUTH WINDSORCONNECTICUT1" = 200' UNIT 8WEST ACCESS DRIVEDYL BWL DYLSYL12"W 8"WWEST ACCESS DRIVE INV OUT= INV IN= INV OUT= PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_ERO01.dwg Layout: CP-101 Plotted: Mon, January 04, 2021 - 11:04 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBCP-101 2000481.Y21 01/07/2021EVERGREEN WALK, LLCSITE PREPARATION PLANEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUT1" = 30'146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com UNIT 8DYL BWL DYLSYL12"W 8"WINV OUT= INV IN= INV OUT= PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_ERO01.dwg Layout: CE-101 Plotted: Mon, January 04, 2021 - 11:20 AM User: jdeningerPlotter: DWG TO PDF.PC3 CTB File: FO.STBCE-101 2000481.Y21 01/07/2021EVERGREEN WALK, LLCEROSION & SEDIMENTCONTROL PLANEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUT1" = 30'146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com UNIT 8DYL BWL DYLSYLTAMARACK AVENUE CONSTRUCTION BASELINE DATA N0. L1 BASELINE CURVE #1 L2 BASELINE CURVE #2 L3 BASELINE CURVE #3 L4 BASELINE CURVE #4 L5 BASELINE CURVE #5 L6 BEGIN STATION 5+00.00 5+65.18 6+40.72 7+08.49 7+71.06 8+63.68 9+75.47 12+44.50 13+27.47 13+41.05 14+67.50 NORTHING 856985.2503 857045.3484 857119.0932 857182.5688 857244.1036 857334.1159 857433.3865 857641.7416 857696.1956 857703.3384 857804.9659 EASTING 1052160.8548 1052186.0738 1052187.5195 1052163.7639 1052160.0571 1052181.8724 1052231.2236 1052401.4200 1052463.5167 1052475.0636 1052543.8929 CURVE DATA R=100.00' Δ 43°16'57" L=75.54' T=39.68' R=105.00' Δ 34°08'30" L=62.57' T=32.24' R=250.00' Δ 25°37'14" L=111.79' T=56.85' R=250.00' Δ 19°00'56" L=82.97' T=41.87' R=150.00' Δ 48°18'06" L=126.45' T=67.26' LINE DATA N22°45'52"E 65.18' N20°31'06"W 67.78' N13°37'25"E 92.62' N39°14'38"E 269.03' N58°15'34"E 13.58' N9°57'28"E 82.50' END STATION 5+65.18 6+40.72 7+08.49 7+71.06 8+63.68 9+75.47 12+44.50 13+27.47 13+41.05 14+67.50 15+50.00 NORTHING 857045.3484 857119.0932 857182.5688 857244.1036 857334.1159 857433.3865 857641.7416 857696.1956 857703.3384 857804.9659 857886.2193 EASTING 1052186.0738 1052187.5195 1052163.7639 1052160.0571 1052181.8724 1052231.2236 1052401.4200 1052463.5167 1052475.0636 1052543.8929 1052558.1584WEST ACCESS DRIVE6+00 7+00 8+00 9+00 10+ 0 0 11+ 0 0 12+00 13 + 0 0 14+0 0 15+00PC: 5+65.18P C : 7+ 0 8 . 4 9 PC: 8+63.68 PC: 12+44.50 PC: 13+41.05 P T : 6+ 4 0 . 7 2 PT: 7+71.06PT: 9+75.47 PT: 13+27.47 PT: 14+67.50L1 BASELINE CURVE #1 L2BASE L I N E C U R V E # 2 L3 BASELIN E C U R V E # 3 L4 BASELINE CURVE #4 L 5 BASELINE CURVE #5 L6 TA M A R A C K A V E N U E 5+00BP: 5+00.00PC: 5+65.18L1 BASELINE CURVE #1 PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_HWD01.dwg Layout: CS-101 Plotted: Mon, January 04, 2021 - 11:06 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBCS-101 2000481.Y21 01/07/2021EVERGREEN WALK, LLCSITE LAYOUT PLANEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUT1" = 30'146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com UNIT 8WEST ACCESS DRIVEDYL BWL DYLSYL12"W 8"WWEST ACCESS DRIVE INV OUT= INV IN= INV OUT= PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_GRD01.dwg Layout: CG-101 Plotted: Mon, January 04, 2021 - 11:08 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBCG-101 2000481.Y21 01/07/2021EVERGREEN WALK, LLCGRADING AND DRAINAGEPLANEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUT1" = 30'146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com 12"W 8"WPROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_LND01.dwg Layout: LP-101 Plotted: Mon, January 04, 2021 - 11:10 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBLP-101 2000481.Y21 01/07/2021EVERGREEN WALK, LLCLANDSCAPE PLANEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUT1" = 30'146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com 12"W 8"W0.20.10.10.10.10.10.10.10.00.00.00.40.30.30.20.20.10.10.10.10.10.10.10.10.10.10.00.00.10.10.90.90.80.60.50.40.30.20.20.20.20.20.20.30.20.10.10.10.10.10.10.10.10.10.10.20.21.01.41.41.41.31.00.70.50.40.30.20.20.20.30.40.50.50.30.20.20.10.10.10.10.10.20.20.20.30.30.30.30.31.52.12.02.21.91.41.00.70.50.30.20.20.30.30.50.70.90.80.50.40.20.10.10.20.20.30.30.30.40.50.50.50.50.40.40.30.20.22.22.92.52.72.41.91.50.90.50.40.30.30.30.40.60.91.31.51.00.70.70.20.20.40.40.50.60.60.70.90.90.90.80.70.50.40.30.21.82.02.42.22.12.62.51.61.00.70.50.40.30.30.40.61.01.51.91.51.61.30.30.31.00.91.01.21.31.31.51.51.51.31.10.80.60.40.32.02.12.52.72.22.62.51.91.30.90.60.40.40.40.50.71.21.92.72.52.02.21.01.22.11.31.72.12.11.92.22.12.22.01.61.20.90.60.40.20.20.11.92.82.92.52.62.72.22.01.81.30.90.60.50.40.40.60.81.21.72.32.42.02.72.82.52.22.32.62.62.62.62.92.72.82.62.01.61.10.70.50.30.20.10.10.11.92.62.41.91.82.42.52.01.31.00.80.60.40.40.40.50.71.01.42.02.12.02.52.92.32.13.13.12.52.62.72.92.72.32.72.62.01.31.00.80.50.30.20.10.10.11.92.22.71.81.92.53.02.01.10.70.60.50.40.40.40.60.71.01.31.61.61.41.81.92.02.32.62.62.62.62.52.82.92.02.62.82.21.71.31.10.80.40.20.10.10.11.82.32.32.73.22.72.62.21.61.00.70.50.40.40.40.50.70.81.01.21.31.21.11.21.21.52.02.12.12.53.23.23.13.23.22.72.22.21.91.61.41.10.70.30.20.10.10.00.01.62.52.81.92.02.21.91.91.20.80.60.50.40.91.01.21.31.31.11.01.01.01.31.71.81.82.23.03.52.02.02.42.92.31.91.61.61.71.61.00.50.30.10.10.00.00.02.42.62.52.92.31.30.80.60.51.61.71.51.31.11.01.01.21.51.82.02.32.53.12.52.02.23.52.71.81.51.61.92.01.10.70.50.10.00.00.00.02.32.40.60.61.61.31.01.01.11.41.82.32.72.72.83.73.43.02.92.51.81.72.02.52.61.61.60.70.10.10.10.10.10.10.00.01.11.01.11.31.62.12.83.63.02.32.92.62.41.91.51.51.82.42.72.12.00.60.30.20.30.20.10.10.10.00.02.02.93.33.53.23.53.12.62.01.61.51.72.22.22.02.51.20.91.40.80.50.30.20.20.10.10.13.44.03.83.63.12.52.01.61.51.61.81.82.13.02.82.31.90.91.00.80.60.40.20.10.10.13.42.82.11.71.41.31.31.21.11.62.42.21.92.12.11.71.30.90.60.40.30.20.10.10.01.81.81.51.21.10.90.80.81.11.31.72.12.52.61.71.20.90.60.40.40.20.10.10.10.00.00.80.70.60.60.70.91.41.91.91.91.41.00.70.50.50.50.40.20.10.10.10.50.50.50.71.11.31.31.21.10.70.60.50.60.60.60.40.20.10.10.00.00.60.80.90.80.70.70.60.50.60.70.91.00.70.30.20.10.10.00.00.00.50.50.50.50.50.50.60.91.31.51.10.60.30.10.10.00.00.00.30.30.40.50.60.81.21.62.01.30.80.70.20.10.10.10.10.10.10.30.40.60.91.52.32.92.01.91.00.20.10.10.10.10.10.10.30.40.50.91.42.12.62.22.31.20.40.30.60.30.20.10.10.40.60.91.42.02.22.22.81.91.51.71.00.70.50.30.20.10.11.31.71.82.23.13.22.72.01.31.21.00.70.50.30.20.10.11.31.42.02.62.62.32.62.62.01.51.00.60.40.30.20.20.20.21.31.61.92.22.52.83.03.02.01.41.00.60.40.30.20.20.22.22.52.82.92.62.41.81.10.80.50.40.30.20.20.32.73.13.12.92.51.81.51.00.70.50.40.30.30.30.43.13.12.21.61.30.90.60.50.40.30.30.40.52.23.13.02.21.61.20.90.70.50.50.50.50.50.70.81.23.12.62.42.11.61.10.80.70.60.60.70.70.71.01.41.81.92.92.72.21.71.20.90.70.60.60.70.91.11.11.32.32.72.41.40.90.70.50.50.50.71.01.51.81.92.43.12.30.60.50.40.50.71.11.62.22.02.52.41.81.60.40.50.71.21.82.72.62.53.11.71.80.40.60.81.31.82.42.51.73.02.82.63.00.40.50.71.11.72.42.72.32.32.32.32.51.01.52.12.42.62.72.01.81.41.51.72.22.02.01.51.31.40.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5111111111111111111111111111111111111111111111111111111111PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_LUM01.dwg Layout: CL-101 Plotted: Mon, January 04, 2021 - 11:12 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBCL-101 2000481Y21 01/07/2021EVERGREEN WALK, LLCSITE LIGHTING PLANEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUT1" = 30'146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com INV OUT= INV IN= INV OUT= PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_WET01.dwg Layout: CW-101 Plotted: Mon, January 04, 2021 - 11:14 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBCW-101 2000481.Y21 01/07/2021EVERGREEN WALK, LLCWETLANDS ALTERATION PLANEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUT1" = 30'146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com 1. CONSTRUCTION STANDARDS 2. PLAN IMPLEMENTATION 3. INSTALLATION SCHEDULE 4. FUGITIVE DUST 5. STRAW BALE LIFE SPAN 6. CATCH BASINS 7. STOCKPILES 8. TOE OF SLOPE 9. SEDIMENT REMOVAL 10. SOIL STABILIZATION SCHEDULE 11. TEMPORARY SEEDING 12. PERMANENT SEEDING 13. INSPECTION PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_DET01.dwg Layout: CD-501 Plotted: Mon, January 04, 2021 - 11:14 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBCD-501 2000481.Y21 01/07/2021EVERGREEN WALK, LLCEROSION & SEDIMENTCONTROL DETAILSEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUTN.T.S.146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_DET01.dwg Layout: CD-502 Plotted: Mon, January 04, 2021 - 11:14 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBCD-502 2000481.Y21 01/07/2021EVERGREEN WALK, LLCSITE DETAILSEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUTN.T.S.146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_DET01.dwg Layout: CD-503 Plotted: Mon, January 04, 2021 - 11:14 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBCD-503 2000481.Y21 01/07/2021EVERGREEN WALK, LLCSITE DETAILSEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUTN.T.S.146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_DET01.dwg Layout: CD-504 Plotted: Mon, January 04, 2021 - 11:15 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBCD-504 2000481.Y21 01/07/2021EVERGREEN WALK, LLCSTORMWATER MANAGEMENTDETAILSEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUTN.T.S.146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com PROJ. No.: DATE:DATENo.DESCRIPTIONDESIGNERREVIEWERSCALE:DATUM:VERT.:HORZ.:VERT.:HORZ.:MS VIEW: LAYER STATE: File Path: J:\DWG\P2000\481\Y21\Civil\Plan\Tamarack Ave\2000481Y21_DET01.dwg Layout: CD-505 Plotted: Mon, January 04, 2021 - 11:15 AM User: jdeningerPlotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STBCD-505 2000481.Y21 01/07/2021EVERGREEN WALK, LLCUTILITIES & LANDSCAPEDETAILSEVERGREEN WALK PLANNED COMMUNITYSOUTH WINDSORCONNECTICUTN.T.S.146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com PRoJNomonamv21Ewe2:8Snakeagn.355wEwEi53%m:.EEn_mEm:<3t”?’NE9r553.5:3:515:3EQEmlwrEwg‘.a).mvSEdE§aEaE§g«:33coamn539s:En9iEsmswmmmzuawozoEEUmmnwgczwiumE“._Eox5E22gNmoxHQ,Himo_x$uonaEE.§§F:E._AcEA:fAdmZbwwmmDmizSuEuzzExomazgpx58>._._ZD_>:20UDmZZ<‘Ev3<>>ZmmxOxm>mZ<1EZOEkJHmEHH<mDZ<urrm3Nm>F<Z¢mH4<DIE.v3<3ZmmmOxmgm— FUSS&O’NEILL Evelgreen Walk Tamarack Avenue Soufh Windsor,Connecticut January 7,2021 Stormwaier Management Narrative Evergreen \Valk,LLC proposes to construct a roadway connecting Unit 8 and Unit 3 at Evergreen \Valk in South \Vindsor,Connecticut.The proposed project area is approximately 1‘1 acres and is bounded bV Evergreen Crossings Rcdrtmcnt Community to the north,\Vest Accass Drive and parking to thc smith, wetlands and parking to ths east and wetlands to the west A site location map is presented as Figkre 1. Exisiing Conditions The exisdng site consists of roadway,wetlands,an intermittent stream,and existing vegetation,Stormwater runoff is generated from an upstream area contributing to Buckland Road,exisdng adjacent vegetated area, and several building roof drains in Evergreen \Valk.The project area contains moderate to severely sloping land. Currently,stormwater runoff generated by the project area drains to the northwest towards the wetlands and intermittent stream at the center of the site The upstream drainage area contributing from Buckland Road is discharged through one (1)30"pipe and two (2)36”pipes towards the wetlands and intermittent stream at the center of the site.In calculating existing peak flow runoff,these three (3)pipes were assumed to be flowing full.The roof drains in Evergreen \Valk discharge towards the wetlands and intermittent stream at the center of the site.The wetlands and intermittent stream drain to the west out ofthe proiect area.Existing peak flow calculan'ons for the 100*yr design storm leaving the site are included in Appendix/l. A summary of the existing peak flows to the design point are as follows: Federal Emergency Management Agency (FEMA)mapping shows that the site lies in an area outside the 500A year floodplain,“Zone X”.A portion ofrelevant FEMA Flood Insurance Rate Maps (Panel Number 09003C0383F,Effective Date:9/26/2008 is presented as Figure 2, 1r;\1’2nmA481\Y21\mannga'1'ammck\Repornsiormmm Managcmcm Mmmvcdncx Buckland Existing Pipe Discharge:CFS Existing 30"RCP 83.05 Existing 36"RCP 98.92 Existing 36"RCP 107.54 Existing Site Runoff: Sheet flow/roof drains to wetlands 24‘03 Total Flow:31 3.54 FUSS&O‘NEILL Proposed Conditions Proposed improvem€nts include roadway construction,curbing,sidewalks,site lighting,traffic signage and markings,and stormwatcr management system.The proposed roadway will be constmcted in fill over the existing wetlands and intermittent stream‘A box culvert under the roadway is proposed to convey the upstream drainage area to the wetlands and intermittent stream to the west Box culvert sizing calculations for the required design flow are included in Apperzdix B, A summary of existing peak flow required as well as the box culvert capacity is shown below: The drainage pattern for the upstream drainage area will mimic existing conditions Stormwater runoff from the southcm portion of the roadway drains into a proposed catch basin before tying into the existing system to the south Stormwater is treated in an existing stormwater quality structure before being discharged to an existing swale that conveys stormwater to the existing detention pond to the west,Stormwater runoff from the northern portion of the roadway drains into proposed catch basins before tying into the existing system to the north Stormwater is treated in an existing stormwater quality structure before being discharged towards the wetlands and intermittent stream to the west Summary The box culvert under the roadway is designed to convey the existing conditions upstream drainage area peakstormwaterflow.The stormwater runoff from the roadway is conveyed in a proposed system and connected into the existing system where it is treated prior to discharging to the west. Figures 1 Site Location Map 2 FEMA Flood Insurance Rate Map Appendices A Peak Flow Calculations B Proposed Box Culvert Calculation l-':\l’2(l(lU\48]\YZI \l)rainage\'l'amamck\Repurt\Slormwuler Management Narrativedocx CFS Existing Flow:3 1 3.54 Box Culvert Capacity :358.03 FUSS &O’NEILL Figure1 SiTe Loco’rion Map E E E g .9£ G E § Eg WappingUCem .7 m*s‘~7 APPROXIMATE.u.$ITE LOCATION i u Nlgrthwest Gem E N MAIN srJ F03?) \idf‘ \\\ \‘50}\vi/WV k ‘/\ THIS MAP WAS PREPARED FROM THE FOLLOWING 7.5 MINUTE $ERIES TOPOGRAPHICAL MAP:MANCHESTER,CONNECTICUT QUADRANGLE,2018g E:E 7 FusSacO’NEILL §£§UJ§¥WK"WWmm mmmmmom \vwu landu um: EVERGREEN WALK,LLC SITE LOCATION MAP EVERGREEN WALK PLANNED COMMUNITY SOUTH W’INDSOR CONNECTICUT pHDJ Na,1HDDJH1X2‘ DATE HHZIZUZU FIGURE 1 FUSS &O’NEILL Figure 2 FEMA Flood lnsur0nce Rate Mop National Flood Hazard Layer FlRMette Legend 5EE FIS REFONT FOR DETAILID LEGEND AND INDEX MAF FOR FIRM PANEL LAVOW E wm'BFE ov Dapth zen.As,Au.AH.w,A‘R Regulatory Floadway Wlmaut ase Flaod Elevuuan l3FE)zon-A,v,Ass SPEcIAL FLoODHAZARDAREAS 0.2%Annual Chance Floed Hanra Atsasuf1%annual chanca «nod with avéraga depth Ie’ss man me‘fook-a‘v with drainageareaso!less than ans square mlla zanex Fume Conumnns 1%Annual‘>Chance Flnod Ha‘nm zmx gym Avea wlth Reducad Flow R‘sk due lo OTHER AREAS OF *3 Levee.See Nates.Zonex noon HAzARn ’j’vy Area with Hana Risk uue m Leveezmn no scnEEN Area of MlnlmalFloadHazard zanex E Effecme Lamas OTH ER AREAs Area a!Undekevmiued Flaw Hazard lane n GENERAL ----Channel.culvert.orstu'rm‘Sewe;STRucruREs u r i r I I I Levee,Duke,or Flaodwall' "-2 Crass senlons wlth 1%Annu‘al cnance 17:5 Water Surface Etevauo’n @———Coaslal Trans’ect mmm Base Fluon Elevannn’Llrie (EFE) Llmil nl‘Study —Jutlsulclion Boundary Coastal Transecl Ba5ellnaOTHER-__.Frame BasellneFEATURESHydragraphic Feature D nlgllal nala Manama NDuoDIgIraIDaraAvauahJe MAPPANEIs Q unmappeu The nln displayed on me map ls an awmxlma’tepuimselectedhyme‘usev and Hues nat representanamnorltatlverupevtylocation. Thls map cumnlles wml FEMA‘s standards lame Ilse ofalgllalrloaumapsIrIIIsnorvowasdescribeanewThebasemanshuwncomplleswithFEMA's’hasema‘n‘accuracy standards The "and haxarn Infarmatlon Is derlvad d'lrecuy {mm meauthorltatlveNFHLwe'b servlces Bravldei!by FEMA,TITEV‘maDwasexportedon11/12/2020 It 11:28“3M dues notreflectchangesaramendmemssunseqmtIothisdate an(Imel The NFHL and eilectlve Informatlen may chenEe’arbeeomesupersededbynewdaleavertlme, Thls map Image ls vnld I!the une nr mare a!the (olln’wl‘ng’manelementsdonotappeanhasemapImageryJlnodzonelabelslegend,scale bar,man creatlcn date,communmf identmers’.‘V rInM panel number,and FIRM enecnve me man Images for 1 :6,000 unmapped and unmodernlzed areas cannothe used lnr02505001,00 0 1 ,5 00 2 000 regulatury purposes. '1 1 — p d FUSS &O’NEILL Appendix A Exis’ring Peok Flow Colculotions Existing 30" Full Flow Caacityp Undefmed Bentley Systems.inc,Haeslad Methods Soluuun FlcwMaslerTamarack1m8Center[1o oo on 02]l 1/1 2/2020 27 Slemon Company Dnve Sulte 200 W Page 1 oflWalenawn,CT 06795 USA +1-203-755-1666 Existing 36"(1) Full Flow Capacity 106,41 U ndw ned Benuey Systems,Inc Haestad Methods So‘unan FlowMasIerTamarack.fmB Cenler [10 00,00 02]1111212020 27 Slemon Company Drive Sune 200 W Page 1 o!1Walenown‘CT 06795 USA +17203-755-1666 Existing 36"(2) Project Description FlowMaster [10 00 00.02] Page 1 ol 1 Friction Method Manning Formula Solve For Full Flow Capacity Inpui Data Roughness Coefficient 0.013 Channel Slope 0.026 Normal Depth 36.0 Diameter 36,0 Discharge 107.54 Results Discharge 107.54 Normal Depth 36.0 Flow Area 7.1 Wetted Perimeter 9.4 Hydraulic Radius 9.0 Top Width 0.00 Crih'cal Depth 35.1 Percent Full 100.0 Critical Slope 0.023 Velocity 15.21 Velocity Head 3.60 Specific Energy 6.60 Froude Number (N/A)Maximum Discharge 115.68 Discharge Full 107.54 Slope Full 0.026 Flow Type Undefined GVF Input Data DownsU'eam Depth 0.0 Length 0.0 Number Of Step5 0 GVF Output Data Upstream Depth 0.0 Profile Description N/A Pronle Headloss 0.00 Average End Depth Over Rise 0.0 Normal Depth Over Rise 100.0 Downstream Velocity Inhnity Upstream Velocity Inhnity Normal Depth 36.0 Critical Depth 35.1 Channel Slope 0.026 Critical Slope 0.023 Bentiey Systems.Inc Haestad Methods SolutionTamarackfmsCenter111121202027SiemonCompanyDriveSuite200WWatertown,CT 05795 USA +1-203»755.1656 ’'4 I ! i ‘Reach 'Routing Diagram for 2000481.Y21 Prepared by (enter your company name here).Printed 11/12/2020HydroCAD®10.00-21 sln 10611 ©2018 HydroCAD Software SoIuUons LLC 2000481 .Y21 Prepared by {enter your company name here} HydroCAD®1000-21 s/n 10611 ©2018 HydroCAD Software Solutions LLC Area Listing (all nodes) Printed 11/1 2/2020 Page 2 Area CN Description (acres)(subcatchment-numbers) 1.187 61 >75%Grass cover,Good.HSG B (1S) 1.538 74 >75%Grass cover,Good,HSG C (1S) 1.119 98 Roofs,HSG B (1S) 0.461 55 Woods,Good,HSG B (1S) 1.076 70 Woods,Good.HSG C (1S) 5.381 74 TOTAL AREA 2000481 .Y21 Prepared by {enter your company name here} HydroCAD®10.00-21 s/n 10611 ©2018 HydroCAD Software Solutions LLc Soil Listing (ail nodes) Printed 11/12/2020 Pace 3 Area Soil Subcatchment (acres)Group Numbers 0.000 HSG A 2.767 HSG B 1S 2.614 HSG C 1s 0.000 HSG D 0.000 Other 5.381 TOTAL AREA 2000481 .Y21 Prepared by {enter your company name here}Printed 11/12/2020HydroCAD®10.00v21 s/n 10611 ©2018 HydroCAD Software Solutions LLC Pace 4 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatchment (acres)(acres)(acres)(acres)(acres)(acres)Cover Numbers 0.000 1.187 14538 0.000 0.000 2.726 >75%Grass cover,Good 1S 0.000 1.119 0.000 0.000 0.000 1,119 Roofs 1S 0.000 0.461 1.076 0.000 0.000 1.537 Woods,Good 1S 0.000 2.767 2.614 0.000 0.000 5.381 TOTAL AREA 2000481.Y21 Type III 24-hr 100—Year Rainfall=8.6 " Prepared by {enter your company name here}Printed 11/12/2020HydroCAD®10.00-21 s/n 10611 ©2018 HydroCAD Software Solutions LLC Paqe 5 Time span=0.00-36.00 hrs,dt=0.01 hrs,3601 pointsRunoffbySCSTR-20 method,UH=SCS,Weighted-ON Reach routing by Stor-Ind+Trans method -Pond routing by Stor—ind method Subcatchment 1S:Runoff Area=234.405 sf 20.80%lmpervious Runoff Depth=5.49” Flow Length=1,329’Tc=1846 min CN=74 Runoff=24t03 ofs 2.463 af Link 1L:Tamarack Ave lnflow=24.03 cfs 2.463 af Primary=24.03 Cfs 2.463 af Total Runoff Area =5.381 ac Runoff Volume =2.463 af Average Runoff Depth =5.49"79.20%Pervious =4.262 ac 20.80%Impervious =1.119 ac 2000481.Y21 Type III 24—hr 1 00-Year Rainfal/=8.63" Prepared by {enter your company name here}Printed 11/12/2020HydroCAD®1010021 s/n 10611 ©2018 HydroCAD Software Solutions LLC Paae 6 Summary for Subcatchment 1S: Runoff =24.03 cfs @ 12,25 hrs.Volume=2.463 af,Depth:5‘49" Runoff by SCS TR—2O method,UH=SCS,Weighted-CN,Time Span:0.00-36100 hrs,dt=0.01 hrsTypeiii24-hr 100—Year Rainfall=8.63" Area (sf)CN Description 51 ,727 61 >75%Grass cover,Good,HSG B 67,002 74 >75%Grass cover,Good,HSG C 20,077 55 Woods,Good,HSG B46,854 70 Woods,Good,HSG C48,745 98 Roofs,HSG B 234,405 74 Weighted Average 185,660 79.20%Pervious Area 48,745 20.80%lmpervious Area Subcatchment 1S: Hydrograph Time thours) Tc Length Slope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs)10.9 100 0.0150 0.15 Sheet Flow, Grass:Short n=0.150 P2:3.26"1.3 105 0.0380 1.36 Shallow Concentrated Flow, Short Grass Pasture Kv=7.0 fps6.4 1,124 0.0380 2.92 Shallow Concentrated Flow, Grassed Watewvay Kv=15.0 fps 18,6 1,329 Total 2000481.Y21 Type III 24-hr 100-Year Rainfal/=8.63“ Prepared by {enter your company name here}Printed 11/12/2020 Link 1L:Tamarack Ave Hydrograph I Inflow I Primary HydroCAD®10.00-21 s/n 10611 ©2018 HydroCAD Software Solutions LLC Paqe 7 Summary for Link 1L:Tamarack Ave lnflow Area =5.381 ac,20.80%impervious,Inflow Depth =5.49"for 100—Year eventlnfk>w =24.03 cfs @ 12125 hrs,Volume=21463 afPrimary=24.03 cfs @ 12.25 hrs,Voiume=2.463 af,Atten=0%,Lag:0.0 min Primary outflow =Inflow,Time Span=000—3600 hrs,d1=0.01 hrs FUSS 85 O’NEILL Appendix B Proposed Box CulverT Colculofion Proposed Box Culvert Project Description FlowMasler [10 oo oo 02] Page 1 OH Friction Method Manning Formula Solve For Full Flow Capacity Input Data Roughness Coefncient 0.030 Channel Slope 0.004 Normal Depth 72.0 Height 6.0 Bottom Width 12.00 Discharge 35803 Results Flow Area 72.0 Wetted Perimeter 360 Hydraulic Radius 24‘0 Top Width 12.00 Critical Depth 36.3 Percent Full 100.0 Critical Slope 0.016 Velocity 4.97 Velocity Head 0.38 Specific Energy 6.38 Froude Number 0.358 Discharge Full 358.03 Slope Full 0.004 Flow Type Subcritical GVF input Daia Downstream Depth 0.0 Length 0.0 Number 0f Steps 0 GVF Output Data Upstream Depth 0.0 Prome Description N/A Proole Headless 0.00 Average End Depth Over Rise 0.0 Normal Depth Over Rise 0.0 Downstream Velocity 0.00 Upstream Velocity 0.00 Normal Depth 72.0 Critical Depth 36.3 Channel Slope 0.004 Critical Slope 0.016 Bentley Systems,inc.Haestad Methods $olutionTamarackfmBCenter1/22/2o21 27 Siemon Company Drive Suite 200 WWatertown,CT o6795 USA +1-2037755-isse PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE:1/20/21 TO:Michael Maniscalco,Walter Summers,Jeff Doolittle,Ray Favreau Chris Dougan,Heather Oatis,Kevin Cooney,Tony Manfre, John Caldwell,Andrea Confrancesco,Chris Duchesne,Vincent StetsonFROM:Michele Lipe,AICP,Director of Planning The Flaming &Engineering Departments have received plans for the following projects: Appl.21-04P,Evergreen Walk LLC Extension of Tamarack Avenue Location:South of Hemlock Ave to existing Tamarack Ave %Site Plan E Subdivision No.Acres Zone GD D Industrial @ Commercial D Residential No.Lots/Units Water:D Public D Private Well Sewerage:D Public D Septic System Please comment by 2/2/21 and return to the Planning Department. Proj ect Description: Future Town—owned property involved?D Yes D new street(s)D new detention area D No D new open space/recreation area E active Planning Department notes: Epassive FLB Architecture & Planning, Inc. 19 Silver Lane East Hartford CT 06118 p� (860)568-4030 fax: (860)568-5129 e-mail: flb@flbarch.com web: www.fibarch.com TO: South Windsor Planning & Zoning Commission/South Windsor Inland Wetlands Agency FROM: Alan F. Lamson, AIA DATE: January 25, 2021 RE: Evergreen Walk, LLC applications The six applications presented to the two agencies are to accomplish several purposes: 1. Accommodate excess material from the development of Unit 12 on the site of Evergreen Walk 2. Prepare grading on Unit 8 for future development 3. Complete the construction of Tamarack Avenue between Unit 8 and Unit 3 per an approval condition by the Planning & Zoning Commission (Condition 19 of approval letter dated December 1, 2020). 4. Construct an earth berm between Unit 7C and the abutting multi -family residential properties per an approval condition by the Planning & Zoning Commission. lications #28358 and #28359 These applications are to permit the extension of Tamarack Avenue between Unit 8 and Unit 3. It involves the placement of fill, construction of a large culvert to allow flow of the intermittent stream at that location, and construction of Tamarack Avenue. Approximately 12,000 cubic yards of subsoil material from Unit 12 will be brought to this location as fill on both sides of the culvert. This section will complete Tamarack Avenue through Evergreen Walk. This work is outside of the DEEP non -development limit but is located within a designated wetland/watercourse and an upland review area. Applications #28360 and #28261 Existing grading on Unit 8 places the site about 15 feet lower than the existing Tamarack Avenue. To allow future development of the site, fill will have to be placed on Unit 8 to have access from Tamarack Avenue and provide a reasonable slope to the gradient on Unit 8. The sequence of work on Unit 8 will be to remove the current layer of top soil and either stockpile it on Unit 8 while fill is being done or remove the topsoil from Unit 8 to another location off site. Then the excess subsoil from Unit 12 (estimated at 26,000 cubic yards) will be brought to the Unit 8 site and placed in controlled lifts. Finally the existing top soil (if stockpiled) or top soil from Unit 12 will be placed over the fill and the surface stabilized. A portion of this work is in the upland review area but not within a designated wetland. All of the proposed work is outside of the DEEP non -development limit. Applications #28362 and #28363 Approximately 6,000 cubic yards of top soil will be brought to the site from Unit 12 and placed and formed into a landscape berm at the southwest corner of Unit 7C. The berm will be stabilized and planted. This berm is located outside of the DEEP non -development limit but is within a portion of the upland review area. The remaining top soil from Unit 12 (if any) will be brought to Unit 7C and temporarily stockpiled until needed on other sites at Evergreen Walk. The stockpile will not be in an upland review area. c: file P:\99508.00\2021 Applications —Tamarack —Unit 8_Unit7C\PZC_IWA 210128 Narrative.Docx 24 ’04? :2)—05? 4}”6Z9? P?:5 RECEIVED rhB U 4 FEB 0 4 2021 SD h \Nn sorSOUTHWINDSORPLANNINGDEPT.W CMMISSION FLB Archlteeglre &Plannlng,Inc 19 Silver Lane East Hartford CT 06118HE.(860)568 4030 fax (860)568 5129 e mail tlh@flbarch com web wwwflbarch com February 4‘2021 Planning and Zoning Commission Iniand Wetlands Agency Town of South Windsor 1540 Suilivan Avenue South Windsor,Connecticut 06074 Re:Evergreen Walk Applications forTamarack Avenue extension,Unit 8 Fill,Unit 7C FillProjectNo.99508.00 Dear Commission/Agency members, Included is our check for fees for the subject applications:K9 A check in the amount of $2,470 is included. Very truly yours, g£rtf \okumk Alan F.Lamson,AIA,AICP Vice President,Duly Authorized Planning Director Encl.FLB Check No.15962 dated February 4,2021 c:file P:\99508.00\2021 Applications_Tarr‘iét"ack_Unit 8_Unit7C\PZC_IWA 210204 Check For Appl FeesDoc ‘~ Appl Location Description PZC lW /gg/Wé21-06P 21-05P TamarackUnit8 Extension of Tamarack Ave Fill $$10 $§Q> $56E)X360 g3 9 W 0 /$21-O4P Unit 7C Fill w $gga-J?36?/¢Z§365 Total $1,390 $1,080 1540 SULLIVAN AVENUE O SOUTH WINDSOR,CT 06074 TELEPHONE (860)644-2511Febmmy26,2021 Evergreen Walk,LLC C/O Alan Lamson 19 Silver Lane East Hartford,CT O61 18 Dear Mr Lamson: RE:Appl.21—O4P,Evergreen Walk LLC —request for a Site Plan of Development fortheextensionofTamarackAvenue(south of Hemlock Avenue to existing TamarackAvenue),on property located at 151 Buckland Road,Buckland Road GatewayDevelopmentzone Appl.21—05P,Evergreen Walk LLC —request for Special Exception to Section 7.6EarthFillingandSitePlanapprovalforlandfillingonUnit8ofEvergreenWalk,on property located at 151 Buckland Road,Buckland Road Gateway Development zone Appl.21—06P,Evergreen Walk LLC —request for a Site Plan for the creation of abermandforrequestforatwo—year Temporary and Conditional permit (Section2.13)for soil stockpiling on Unit 7C,on property located at 151 Buckland Road,Buckland Road Gateway Development zone Please be advised that the Public Hearings of the Planning 8a Zoning Commission intheabovereferencedmattershavebeenscheduledforTuesday,March 9,2021 at7:00 p.m. This meeting will be held online via a Webex Conference call.Someone must call intorepresenttheapplicationCallininformationwillbeavailablewhentheapplicationforthismeetingispostedandwillbesenttoyou. Signs advertising the meeting must be posted on the property for ten (10)consecutive days prior to the hearing and must be clearly visible from a town streetThesignsmustbepostedattheentrancedrivesonBucklandRoadandDemingStreetbySaturday,February 27,2021. Please call (860)644e2511 Ext 329 if you have any questions,Monday —Friday,8:00 a.m.—4:30 p.m. Sincerely, Lauren Zarambo k Planning Department Secretary . App]#21-04,Tamarack Extension 3—9—2 1 Flaming Department Report .This is a a request for a Site Plan of Development for the extension ofTamarackAvenue(south of Hemlock Avenue to existing Tamarack Avenue),on property located at 151 Buckland Road,Buckland Road GatewayDevelopmentzone. .This extension was required as a condition of approval with the most recentGeneralPlanofDevelopmentupdate. .This will complete Tamarack by extending the road in front ofEvergreenCrossingsouthandconnectingwithTamarackasitloopsthewestern end ofthe parking area behind the shops.By adding this piece of road through thesouthernportionofthesite,it will complete the road network shown on the general plan and will provide an alternative to using Buckland Road. There are regulated wetlands in this area.The applicant received IWA/CCapprovalon3/3/21 with the requirement of $25,000 for erosion andsedimentationcontrolsand$20,000 for the stormwater structure installation and grading .If this application is approved,there are no additional approval conditionsrequested. To� 0-Yes 2v& 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 CERTIFIED MAIL 7019 0140 0000 2425 7125 March 17, 2021 Evergreen Walk LLC c/o Alan Lamson 19 Silver Lane East Hartford, CT 06118 Dear Mr. Lamson: Re: Appl. 21-04P, Evergreen Walk LLC Tamarack Avenue Extension We are pleased to advise you that the Planning & Zoning Commission voted on March 9, 2021 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for a Site Plan of Development for the extension of Tamarack Avenue (south of Hemlock Avenue to existing Tamarack Avenue), on property located at 151 Buckland Road, Buckland Road Gateway Development zone, as shown on plans prepared by Fuss & O'Neill, Project No. 2000481.Y21, dated January 2021 as revised. 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. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 3. The Town Engineer's review comments dated March 3, 2021, must be addressed to the Town Engineer's satisfaction. 4. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of $25,000 to ensure compliance with the erosion and sediment control measures and $20,000 for stormwater structure installation and grading. 5. All bonds must be in one of the 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 roads must be maintained and swept regularly. In the event the roadways are not kept clean, additional measures, such as a tire wash station, may be required. Black and white transparent mylars of Sheet # CE-101 with the above modifications, together with three print copies of the entire set of plans with live signatures and raised seals must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Bart Pacekonis, Chairman PLANNING & ZONING COMMISSION BP/Ilz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Change Order No: 1 Change Order Contact Person: Ronald Bomengen Phone No.: 860-646-2469 Address: Fuss & O'Neill, 146 Hartford Rd., Manchester, CT 06040 Site Name: Evergreen Walk LLC - Tamarack Ave Extension P&Z No: 21-04P Owner: Evergreen Walk, LLC Phone No: (804) 422-5566 Contractor: KBE Signature of Owner's Rep. l - --`- — - Date: 5/25/2021 Signature of Design Engineer: Date: 5/25/2021 CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) There are retaining walls that run parallel with the Tamarack Ave Extension on either side of the road that will support the roadway. The modular block retaining wall previously approved will be changed to a larger style modular block system as shown on the revised plan. This wall will be consistent with the modular block retaining wall system recently completed on the development to the north. REASON FOR THE CHANGE: (Why change is required) The change in wall type is to match the other development wall structure to the north as well as for ease of construction. The larger blocks assemble faster and allow the roadway construction to move faster. APPROVALS:(as required) Dir. of Planning Town Engineer ti Dir. of Public Works Other: Date: t jqj.,j Date: 6 / fG /7 L Date: Date: c: Town Engineer Attachments: Director of Planning Revised Engineering Dept. Revised Fred Shaw - WPCA Revised Fuss & O'Neill RECE JUN 1 1 2021 SOUTH WINDSOR PLANNING DEPT. F:\P2000\481\Y21\Permitting\P&Z\Tamarack Ave\Change Order #1\2021-05-25 -Change Order No.1.docx PLANNINE DEPARTMENT July 18,2022 John Finguerra Evergreen Walk,LLC 1109 Rose Lane Virginia Beach,VA 2345 1 Dear Mr.Finguerra: Re:Appl.21-04P,Evergreen Walk Tamarack Avenue Extension E&S and Stormwater Bonds App].21-05P,Evergreen Walk Unit 8 E&S and Crop Cover Bonds Appl.21-06P,Evergreen Walk Unit 7C E&S and Crop Cover Bonds l am pleased to advise you that the South Windsor Planning and Zoning Commission,at its Regular Meeting on July l2,2022,voted to release the following bond: Appl.21—04P Evergreen Walk Tamarack Ext.E&S Bond in the amount of $25,000reducedby$25,000 to leave a balance of—0—. Appl.21-04P Evergreen Walk Tamarack Ext.Stormwater Bond in the amount of $20,025reducedby$20,025 to leave a balance of -O-. Appl.21—05P Evergreen Walk Unit 8 E&S Bond in the amount of $10,000 reduced by $10,000 to leave a balance of —0—. Appl.21-05P Evergreen Walk Unit 8 Crop Cover Bond in the amount of $5,025 reduced by $5,025 to leave a balance of-0—. Appl.21-06P Evergreen Walk Unit 7C E&S Bond in the amount of $10,000 reduced by $5,000 to leave a balance 0f $5,000 Appl.21—06P Evergreen Walk Unit 7C Crop Cover Bond in the amount of $5,000reducedby$5,000 to leave a balance of —0—. Three separate checks in the amount of $45,025,$15,025 and $10,000 plus any interest accrued will be mailed to you. Very truly yours,acmw Bart Pacekonis,Chairman PLANNING &ZONING COMMISSIONBP/cgo 15w Sullivan Avenue,South Windsnr,[2T DBD74 l Tel (HEB)644-2511 Ext 329 l Planning@SuuthWindsnr-DT.guv