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Home My WebLink About21-04P IWA Tamarack Ave ExtensionFLB Architecture & Planning, Inc. (860)568-4030 19 Silver Lane East Hartford CT 06118 fax: (860)568-5129 web: www.flbarch.come-mail: flb@flbarch.com January 19, 2021 To: All Abutting Property Owners to Evergreen Walk Re: Application to Inland Wetlands Agency Dear Property Owner, In accordance with Section 7.3b of the “Town of South Windsor Inland Wetlands, Watercourses, and Conservation Regulations”, you are hereby notified that an application has been filed on the property abutting yours (generally referred to as Evergreen Walk) and is subject to a hearing by the Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this application will be heard, please contact Jeff Folger, Environmental Planner/Conservation Officer, Planning Department, 860-644-2511, ext. 329. Very truly yours, Alan F. Lamson, AIA, AICP Vice President, Duly Authorized Planning Director c: file P:\99508.00\2021 Applications_Tamarack_Unit 8_Unit7C\Tamarack Application\Inland Wetland Notification Letter 210119.Dotx Str #Street Last Name First Name Map/Lot Str #Street City ST Zip 35 Tamarack Avenue Buckland Road Retail LLC 501 Evergreen Way, suite 503 South Windsor CT 6074 0000 Evergreen Way Evergreen Walk Lifestyle Center LLC 501 Evergreen Way, Suite 503 South Windsor CT 6074 900 Hemlock Avenue Evergreen Crossing Retirement Cpommunity LLC 7101 South 82nd Street Lincoln NE 68516 151 Buckland Road, Unit 4 EWLLC c/o Laurence P. Rubinow 185 Asylum Ave., City Place Hartford CT 06103 151 Buckland Road, Unit 5 EWLLC c/o Laurence P. Rubinow 185 Asylum Ave., City Place Hartford CT 06103 151 Buckland Road, Unit 6 EWLLC c/o Laurence P. Rubinow 185 Asylum Ave., City Place Hartford CT 06103 50 Andrews Way South Windsor Developers, LLC 145 Hudson St. Ste 6C New York NY 10013 10 Sedona Circle Colchester Properties, LLC 56 East Main Street Avon CT 060001 1200 Longleaf Lane RHD South Windsor, LLC 4520 Everhard Road, #147 Canton OH 44718 151 Buckland Road, Unit 7C EWLLC c/o Laurence P. Rubinow 185 Asylum Ave., City Place Hartford CT 06103 151 Buckland Road, Unit 8 EWLLC c/o Laurence P. Rubinow 185 Asylum Ave., City Place Hartford CT 06103 151 Buckland Road, Unit 9 EWLLC c/o Laurence P. Rubinow 185 Asylum Ave., City Place Hartford CT 06103 100 Cedar Avenue Realty Income Properties 21, LLC PM Dept. CCC #4793, 11995 El Camino Real San Diego CA 92130 151 Buckland Road, Unit 12 EWLLC c/o Laurence P. Rubinow 185 Asylum Ave., City Place Hartford CT 06103 151 Buckland Road, Unit 13 EWLLC c/o Laurence P. Rubinow 555 Main Street Manchester CT 06040 2400 Tamarack Avenue Evergreen Medical Associates II, LLC 16435 N Scottsdale Rd, Ste 320 Scottsdale AZ 85254 2701 Tamarack Avenue AGM Properties LLC 23 85254+F24:I24 Ellington CT 06029 2800 Tamarack Avenue c/o Grove Property Fund 36 Welles St., Suite 220 Glastonbury CT 06033 105 Buckland Hills Drive JKE Property LLC 294 Paxton Way Glastonbury CT 06033 31 Buckland Hills Drive Lowes Home Centers, Inc.Attn Tax Dept NB3TA P.O. Box 1000 Mooresville NC 28115 95 Buckland Hills Drive JKE Property LLC 294 Paxton Way Glastonbury CT 06033 1 Buckland Road One Buckland Center LLC 110 Lavender Lane Rocky Hill CT 06067 15 Buckland Road One Buckland Center LLC 110 Lavender Lane Rocky Hill CT 06067 70/90 Buckland Road 225 CPN LLC c/o Northeast Retail Leasing 360 Bloomfield Aven, Ste 208 Windsor CT 06095 79 Buckland Road Town of South Windsor 1540 Sullivan Avenue South Windsor CT 06074 95 Buckland Road Town of South Windsor 1540 Sullivan Avenue South Windsor CT 06074 116 Buckland Road Buckland Road Associates LLC P.O. Box 684 South Windsor CT 06074 130 Buckland Road Krawski, William J. Estate of c/o Robinson Gary etal Fiduciary236-R Scantic Road East Windsor CT 06088 140 Buckland Road Krawski, William J. Estate of c/o Robinson Gary etal Fiduciary236-R Scantic Road East Windsor CT 06088 150 Buckland Road Krawski, William J. Estate of c/o Robinson Gary etal Fiduciary236-R Scantic Road East Windsor CT 06088 Mailing Address (if different) COMPLETE ABUTTERS LIST - EVERGREEN WALK (01/14/2021) 190 Buckland Road Earl & Barbara Reichle 247 Abby Road South Windsor CT 06074 200 Gateway Boulevard Buckland East, LLC 6 Executive Drive Farmington CT 06032 206 Buckland Road Marion & Roy Rounseville, Trustees 206 Buckland Road South Windsor CT 06074 Rounseville Irrevocable Trust 200 Hemlock Avenue Vision Salon & Spa LLC 200 Hemlock Avenue South Windsor CT 06074 218 Buckland Road 515 West Middle Turnpike Associates Limited Partnership6Executive Drive Farmington CT 060332 235 Buckland Road EWLLC c/o Laurence P. Rubinow 185 Asylum Ave., City Place Hartford CT 06103 240 Buckland Road 515 West Middle Turnpike Associates Limited Partnership6Executive Drive Farmington CT 06032 251 Buckland Road EWLLC c/o Laurence P. Rubinow 185 Asylum Ave., City Place Hartford CT 06103 274 Buckland Road 1 Munson Road LLC 6 Executive Drive Farmington CT 06032 296 Buckland Road Messiah Evan. Lutheran Church 296 Buckland Road South Windsor CT 06074 300 Buckland Road Messiah Evan. Lutheran Church 296 Buckland Road South Windsor CT 06074 326 Buckland Road Steven Schiavone & Kawa Lucia 44 Highwood Simsbury CT 06070 325 Buckland Road Town of South Windsor 1540 Sullivan Avenue South Windsor CT 06074 340 Buckland Road J Hannoush Family of South Windsor, LLC 122 Elm Street Enfield CT 06082 395 Buckland Road 395 Buckland Road, LLC 807 Bloomfield Avenue Windsor CT 06095 419 Buckland Road Carmon & Co. LLC P.O. Box 6 Windsor CT 06095 200 Deming Street South Windsor Farms Propco, LLC c/o DLA Piper LLP 444 West Lake Street, Ste 900 Chicago IL 60606 140 Smith Street Jean Marc Jacques 658 Ellington Road South Windsor CT 06074 178 Smith Street Richard & Lisa Hamilton 178 Smith Street South Windsor CT 06074 180 Smith Street Walton & Adrian Kebalo 175 Wheeler Road South Windsor CT 06074 182 Smith Street Roseann Williams 182 Smith Street South Windsor CT 06074 190 Smith Street KF Realty LLC 175 Wheeler Road South Windsor CT 06074 198 Smith Street KF Realty LLC 175 Wheeler Road South Windsor CT 06074 216 Smith Street Scott & Beverly Antosik 216 Smith Street South Windsor CT 06074 236 Smith Street Aaron & Karen Johnson 236 Smith Street South Windsor CT 06074 244 Smith Street Peter & Jennifer Brin 244 Smith Street South Windsor CT 06074 250 Smith Street Frank M. & Christina Parisi 250 Smith Street South Windsor CT 06074 260 Smith Street EWLLC c/o Laurence Rubinow 185 Asylum Ave., City Place Hartford CT 06103 267 Smith Street Downeast Associates Limited PRT c/o RETax Dept., P.O. Box 7019 Indianapolis IN 46207 274 Smith Street Robert & Ewa Rozwadowski 274 Smith Street South Windsor CT 06074 291 Smith Street Wayne & Norene Kilburn 291 Smith Street South Windsor CT 06074 302 Smith Street Ho-ng Hiu Hung & NG Wei-Quan & Ho Edward Kwong-Kiu & NG Susan302Smith Street South Windsor CT 06074 307 Smith Street Beth & Robert Pulford 307 Smith Street South Windsor CT 06074 314 Smith Street 314 Smith Street Associates 332 Smith Street South Windsor CT 06074 319 Smith Street Theodore & Betty Gill 319 Smith Street South Windsor CT 06074 331 Smith Street Vincent & Diane Colavecchio 331 Smith Street South Windsor CT 06074 332 Smith Street Robert & Beverly Hayes 332 Smith Street South Windsor CT 06074 340 Smith Street Brenda & Bruce D. Frazer 340 Smith Street South Windsor CT 06074 345 Smith Street Gene N. Beaupre 345 Smith Street South Windsor CT 06074 357 Smith Street Emil J. & Lucille Boutin 357 Smith Street South Windsor CT 06074 367 Smith Street Downeast Associates Limited PRT c/o RE Tax Dept., P.O. Box 7019 Indianapolis IN 46207 377 Smith Street Claire DuFour 377 Smith Street South Windsor CT 06074 383 Smith Street Richard & Irene Gancarz 383 Smith Street South Windsor CT 06074 395 Smith Street One Buckland Center LLC 110 Lavender Lane Rocky Hill CT 06067 22 Wheeler Road Downeast Associates Limited PRT c/o RE Tax Dept., P.O. Box 7019 Indianapolis IN 46207 43 Deming St.Soucy Arhtur L & Kate C 47 Deming St.Soucy Arthur Lionel TR & Soucy Kate Clark TR 43 Deming Street South Windsor CT 06074 67 Deming St.Michelle & Jason Gaines 67 Deming Street South Windsor CT 06074 75 Deming St.David & Nathalie Wisneski 75 Deming Street South Windsor CT 06074 76 Deming St.Robert & Phyliss T. Jones 76 Deming Street South Windsor CT 06074 83 Deming St.Tostarolli, Stephanie Lauren & Parker, Joshua 83 Deming Street South Windsor CT 06074 112A Deming St.BTE Real Estate LLC 112 Deming Street, Unit A South Windsor CT 06074 112B Deming St.BTE Real Estate LLC 112 Deming Street, Unit A South Windsor CT 06074 112C Deming St.BTE Real Estate LLC 112 Deming Street, Unit A South Windsor CT 06074 130 Deming St.130 Deming LLC 130 Deming Street South Windsor CT 06074 152 Deming St.South Windsor Realty CO LLC c/o Peretz Resnick & CO LLP 303 South Broadway, STE. 105 Tarrytown NY 10591 176 Deming Street 395 Buckland Road LLC 807 Bloomfield Avenue Windsor CT 06095 240 Deming Street Calvary Church of the Addemblies 240 Deming Street South Windsor CT 06074 494 Clark Street Hood Mark J & Hood Patricia 500 Clark Street South Windsor CT 06074 500 Clark Street Hood Mark J & Hood Patricia 500 Clark Street South Windsor CT 06074 580 Clark Street Shirley W. Smith 580 Clark Street South Windsor CT 06074 610 Clark Street Bevan L DuPre 610 Clark Street South Windsor CT 06074 716 Clark Street 859 Clark Street LLC, c/o Susan Mikkelson 676 Clark Street South Windsor CT 06074 50 Andrews Way South Windsor Developers LLC 145 Hudson Street, Ste 6C New York NY 10013 101 Kebalo Lane Burton Larson & Joan Larson 101 Kebalo Lane South Windsor CT 06074 102 Kebalo Lane Carol M Cascone 102 Kebalo Lane South Windsor CT 06074 103 Kebalo Lane John J & Rachel Bernetich 103 Kebalo Lane South Windsor CT 06074 104 Kebalo Lane Donald R. & Elizabeth A. Tuleja 104 Kebalo Lane South Windsor CT 06074 201 Kebalo Lane Danne M. Pineo 201 Kebalo Lane South Windsor CT 06074 202 Kebalo Lane Debra M Reid, TR Hurley Family Trust 202 Kebalo Lane South Windsor CT 06074 203 Kebalo Lane Amy Gantner 203 Kebalo Lane South Windsor CT 06074 204 Kebalo Lane Arcell Steven A & Arcell Dave M & Robert J 204 Kebalo Lane South Windsor CT 06074 301 Kebalo Lane Margaret M. Moynihan 301 Kebalo Lane South Windsor CT 06074 302 Kebalo Lane Richard C. & Mary E. Bunnell 302 Kebalo Lane South Windsor CT 06074 303 Kebalo Lane Orton Frank D IV & DiPietro Orton Cheryl 303 Kebalo Lane South Windsor CT 06074 304 Kebalo Lane Nancy Allison 304 Kebalo Lane South Windsor CT 06074 501 Kebalo Lane Vera Rudyk 501 Kebalo Lane South Windsor CT 06074 502 Kebalo Lane Cordelia T Harrington 502 Kebalo Lane South Windsor CT 06074 503 Kebalo Lane Robert F Stanley TR 503 Kebalo Lane South Windsor CT 06074 601 Kebalo Lane Roberta J. Gowing 601 Kebalo Lane South Windsor CT 06074 602 Kebalo Lane Rita Graicerstein 602 Kebalo Lane South Windsor CT 06074 603 Kebalo Lane Frederick G. Andrews 603 Kebalo Lane South Windsor CT 06074 604 Kebalo Lane Karin W. Tamarkin 604 Kebalo Lane South Windsor CT 06074 701 Kebalo Lane Wayne A & Marva Ledbetter 701 Kebalo Lane South Windsor CT 06074 702 Kebalo Lane Jane F. Perrin 702 Kebalo Lane South Windsor CT 06074 703 Kebalo Lane Richard Ryan, Irrevocable Trust L/U 703 Kebalo Lane South Windsor CT 06074 c/o Patrick J. Ryan, Trustee 704 Kebalo Lane Ann W. Sinclair 704 Kebalo Lane South Windsor CT 06074 705 Kebalo Lane Alexander G. & Joanne Sibicky 705 Kebalo Lane South Windsor CT 06074 706 Kebalo Lane Donald R & Linda M. Simmons 706 Kebalo Lane South Windsor CT 06074 Land Use ME1 35349331v.1 January____, 2021 Re: Authority to Submit Applications for Unit 2 of the Evergreen Walk Planned Community To Whom It May Concern: The undersigned, as the owner of Unit 2 of the Evergreen Walk Planned Community, South Windsor, Connecticut, hereby consents to Evergreen Walk, LLC and any of its employees, agents, officers, attorneys, engineers, and other consultants filing an application or applications with the appropriate authorities of the Town of South Windsor, Connecticut, including all agencies having authority over land use and inland wetlands, for the construction of a roadway (extension of Tamarack Avenue), a portion of which is to be located on Unit 2 of the Evergreen Walk Planned Community. Very truly yours, Evergreen Walk Lifestyle Center, LLC By: Evergreen Walk Venture, LLC Its: Sole Member By: PR II EW Buckland Holdco, LLC Its: Sole Member By: PRISA II LHC, LLC Its: Sole Member By: ___________________________ Name: Title: PROJ. No.: DATE: Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ C O V . d w g , L a y o u t : GI - 0 0 1 , P l o t t e d : Mo n d a y , J a n u a r y 0 4 , 2 0 2 1 , U s e r : jd e n i n g e r P l o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B 2000481.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: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : GI - 0 0 2 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 0 : 5 2 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B GI-002 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C GE N E R A L N O T E S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m D FF 120.0 D 20 19 7 1 0 12 18 7 14 2 5 D UNIT 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: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ 2 0 0 0 4 8 1 Y 2 1 _ o v e r a l l . d w g L a y o u t : GI - 0 0 3 - T A M A R A C K P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 0 : 5 7 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m GI-003 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C AR E A P L A N TA M A R A C K A V E N U E D E S I G N SO U T H W I N D S O R CO N N E C T I C U T 1" = 2 0 0 ' UN I T 8 W E S T A C C E S S D R I V E DYL BWL DY L SY L 12"W 8 " W WEST ACCESS DRIVE INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ E R O 0 1 . d w g L a y o u t : CP - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 0 4 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CP-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E P R E P A R A T I O N P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m UN I T 8 DYL BWL DY L SY L 12"W 8 " W INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ E R O 0 1 . d w g L a y o u t : CE - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 2 0 A M U s e r : jd e n i n g e r Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CE-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C ER O S I O N & S E D I M E N T CO N T R O L P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m UN I T 8 DYL BWL DY L SY L TAMARACK 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 1052558.1584 W E S T A C C E S S D R I V E 6+00 7+0 0 8+00 9+00 10+ 0 0 11+ 0 0 12+00 13 + 0 0 14+0 0 15+00 PC : 5 + 6 5 . 1 8 P 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 P T : 7 + 7 1 . 0 6 PT: 9+75.47 PT: 13+27.47 P T : 1 4 + 6 7 . 5 0 L1 BASELINE CURVE #1 L2 BASE 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+00 BP : 5 + 0 0 . 0 0 PC : 5 + 6 5 . 1 8 L1 BASELINE CURVE #1 PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ H W D 0 1 . d w g L a y o u t : CS - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 0 6 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CS-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E L A Y O U T P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m UN I T 8 W E S T A C C E S S D R I V E DYL BWL DY L SY L 12"W 8 " W WEST ACCESS DRIVE INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ G R D 0 1 . d w g L a y o u t : CG - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 0 8 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CG-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C GR A D I N G A N D D R A I N A G E PL A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m 12"W 8 " W PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ L N D 0 1 . d w g L a y o u t : LP - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 0 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B LP-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C LA N D S C A P E P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m 12"W 8 " W 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 4 0 . 3 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 1 0 . 1 0 . 9 0 . 9 0 . 8 0 . 6 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 1 . 0 1 . 4 1 . 4 1 . 4 1 . 3 1 . 0 0 . 7 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 3 0 . 4 0 . 5 0 . 5 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 1 . 5 2 . 1 2 . 0 2 . 2 1 . 9 1 . 4 1 . 0 0 . 7 0 . 5 0 . 3 0 . 2 0 . 2 0 . 3 0 . 3 0 . 5 0 . 7 0 . 9 0 . 8 0 . 5 0 . 4 0 . 2 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 4 0 . 5 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 0 . 2 0 . 2 2 . 2 2 . 9 2 . 5 2 . 7 2 . 4 1 . 9 1 . 5 0 . 9 0 . 5 0 . 4 0 . 3 0 . 3 0 . 3 0 . 4 0 . 6 0 . 9 1 . 3 1 . 5 1 . 0 0 . 7 0 . 7 0 . 2 0 . 2 0 . 4 0 . 4 0 . 5 0 . 6 0 . 6 0 . 7 0 . 9 0 . 9 0 . 9 0 . 8 0 . 7 0 . 5 0 . 4 0 . 3 0 . 2 1 . 8 2 . 0 2 . 4 2 . 2 2 . 1 2 . 6 2 . 5 1 . 6 1 . 0 0 . 7 0 . 5 0 . 4 0 . 3 0 . 3 0 . 4 0 . 6 1 . 0 1 . 5 1 . 9 1 . 5 1 . 6 1 . 3 0 . 3 0 . 3 1 . 0 0 . 9 1 . 0 1 . 2 1 . 3 1 . 3 1 . 5 1 . 5 1 . 5 1 . 3 1 . 1 0 . 8 0 . 6 0 . 4 0 . 3 2 . 0 2 . 1 2 . 5 2 . 7 2 . 2 2 . 6 2 . 5 1 . 9 1 . 3 0 . 9 0 . 6 0 . 4 0 . 4 0 . 4 0 . 5 0 . 7 1 . 2 1 . 9 2 . 7 2 . 5 2 . 0 2 . 2 1 . 0 1 . 2 2 . 1 1 . 3 1 . 7 2 . 1 2 . 1 1 . 9 2 . 2 2 . 1 2 . 2 2 . 0 1 . 6 1 . 2 0 . 9 0 . 6 0 . 4 0 . 2 0 . 2 0 . 1 1 . 9 2 . 8 2 . 9 2 . 5 2 . 6 2 . 7 2 . 2 2 . 0 1 . 8 1 . 3 0 . 9 0 . 6 0 . 5 0 . 4 0 . 4 0 . 6 0 . 8 1 . 2 1 . 7 2 . 3 2 . 4 2 . 0 2 . 7 2 . 8 2 . 5 2 . 2 2 . 3 2 . 6 2 . 6 2 . 6 2 . 6 2 . 9 2 . 7 2 . 8 2 . 6 2 . 0 1 . 6 1 . 1 0 . 7 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 1 . 9 2 . 6 2 . 4 1 . 9 1 . 8 2 . 4 2 . 5 2 . 0 1 . 3 1 . 0 0 . 8 0 . 6 0 . 4 0 . 4 0 . 4 0 . 5 0 . 7 1 . 0 1 . 4 2 . 0 2 . 1 2 . 0 2 . 5 2 . 9 2 . 3 2 . 1 3 . 1 3 . 1 2 . 5 2 . 6 2 . 7 2 . 9 2 . 7 2 . 3 2 . 7 2 . 6 2 . 0 1 . 3 1 . 0 0 . 8 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 1 . 9 2 . 2 2 . 7 1 . 8 1 . 9 2 . 5 3 . 0 2 . 0 1 . 1 0 . 7 0 . 6 0 . 5 0 . 4 0 . 4 0 . 4 0 . 6 0 . 7 1 . 0 1 . 3 1 . 6 1 . 6 1 . 4 1 . 8 1 . 9 2 . 0 2 . 3 2 . 6 2 . 6 2 . 6 2 . 6 2 . 5 2 . 8 2 . 9 2 . 0 2 . 6 2 . 8 2 . 2 1 . 7 1 . 3 1 . 1 0 . 8 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 1 . 8 2 . 3 2 . 3 2 . 7 3 . 2 2 . 7 2 . 6 2 . 2 1 . 6 1 . 0 0 . 7 0 . 5 0 . 4 0 . 4 0 . 4 0 . 5 0 . 7 0 . 8 1 . 0 1 . 2 1 . 3 1 . 2 1 . 1 1 . 2 1 . 2 1 . 5 2 . 0 2 . 1 2 . 1 2 . 5 3 . 2 3 . 2 3 . 1 3 . 2 3 . 2 2 . 7 2 . 2 2 . 2 1 . 9 1 . 6 1 . 4 1 . 1 0 . 7 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 1 . 6 2 . 5 2 . 8 1 . 9 2 . 0 2 . 2 1 . 9 1 . 9 1 . 2 0 . 8 0 . 6 0 . 5 0 . 4 0 . 9 1 . 0 1 . 2 1 . 3 1 . 3 1 . 1 1 . 0 1 . 0 1 . 0 1 . 3 1 . 7 1 . 8 1 . 8 2 . 2 3 . 0 3 . 5 2 . 0 2 . 0 2 . 4 2 . 9 2 . 3 1 . 9 1 . 6 1 . 6 1 . 7 1 . 6 1 . 0 0 . 5 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 2 . 4 2 . 6 2 . 5 2 . 9 2 . 3 1 . 3 0 . 8 0 . 6 0 . 5 1 . 6 1 . 7 1 . 5 1 . 3 1 . 1 1 . 0 1 . 0 1 . 2 1 . 5 1 . 8 2 . 0 2 . 3 2 . 5 3 . 1 2 . 5 2 . 0 2 . 2 3 . 5 2 . 7 1 . 8 1 . 5 1 . 6 1 . 9 2 . 0 1 . 1 0 . 7 0 . 5 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 2 . 3 2 . 4 0 . 6 0 . 6 1 . 6 1 . 3 1 . 0 1 . 0 1 . 1 1 . 4 1 . 8 2 . 3 2 . 7 2 . 7 2 . 8 3 . 7 3 . 4 3 . 0 2 . 9 2 . 5 1 . 8 1 . 7 2 . 0 2 . 5 2 . 6 1 . 6 1 . 6 0 . 7 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 1 . 1 1 . 0 1 . 1 1 . 3 1 . 6 2 . 1 2 . 8 3 . 6 3 . 0 2 . 3 2 . 9 2 . 6 2 . 4 1 . 9 1 . 5 1 . 5 1 . 8 2 . 4 2 . 7 2 . 1 2 . 0 0 . 6 0 . 3 0 . 2 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 2 . 0 2 . 9 3 . 3 3 . 5 3 . 2 3 . 5 3 . 1 2 . 6 2 . 0 1 . 6 1 . 5 1 . 7 2 . 2 2 . 2 2 . 0 2 . 5 1 . 2 0 . 9 1 . 4 0 . 8 0 . 5 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 3 . 4 4 . 0 3 . 8 3 . 6 3 . 1 2 . 5 2 . 0 1 . 6 1 . 5 1 . 6 1 . 8 1 . 8 2 . 1 3 . 0 2 . 8 2 . 3 1 . 9 0 . 9 1 . 0 0 . 8 0 . 6 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 3 . 4 2 . 8 2 . 1 1 . 7 1 . 4 1 . 3 1 . 3 1 . 2 1 . 1 1 . 6 2 . 4 2 . 2 1 . 9 2 . 1 2 . 1 1 . 7 1 . 3 0 . 9 0 . 6 0 . 4 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 1 . 8 1 . 8 1 . 5 1 . 2 1 . 1 0 . 9 0 . 8 0 . 8 1 . 1 1 . 3 1 . 7 2 . 1 2 . 5 2 . 6 1 . 7 1 . 2 0 . 9 0 . 6 0 . 4 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 8 0 . 7 0 . 6 0 . 6 0 . 7 0 . 9 1 . 4 1 . 9 1 . 9 1 . 9 1 . 4 1 . 0 0 . 7 0 . 5 0 . 5 0 . 5 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 5 0 . 5 0 . 5 0 . 7 1 . 1 1 . 3 1 . 3 1 . 2 1 . 1 0 . 7 0 . 6 0 . 5 0 . 6 0 . 6 0 . 6 0 . 4 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 6 0 . 8 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 0 . 5 0 . 6 0 . 7 0 . 9 1 . 0 0 . 7 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 6 0 . 9 1 . 3 1 . 5 1 . 1 0 . 6 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 3 0 . 3 0 . 4 0 . 5 0 . 6 0 . 8 1 . 2 1 . 6 2 . 0 1 . 3 0 . 8 0 . 7 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 3 0 . 4 0 . 6 0 . 9 1 . 5 2 . 3 2 . 9 2 . 0 1 . 9 1 . 0 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 3 0 . 4 0 . 5 0 . 9 1 . 4 2 . 1 2 . 6 2 . 2 2 . 3 1 . 2 0 . 4 0 . 3 0 . 6 0 . 3 0 . 2 0 . 1 0 . 1 0 . 4 0 . 6 0 . 9 1 . 4 2 . 0 2 . 2 2 . 2 2 . 8 1 . 9 1 . 5 1 . 7 1 . 0 0 . 7 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 1 . 3 1 . 7 1 . 8 2 . 2 3 . 1 3 . 2 2 . 7 2 . 0 1 . 3 1 . 2 1 . 0 0 . 7 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 1 . 3 1 . 4 2 . 0 2 . 6 2 . 6 2 . 3 2 . 6 2 . 6 2 . 0 1 . 5 1 . 0 0 . 6 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 1 . 3 1 . 6 1 . 9 2 . 2 2 . 5 2 . 8 3 . 0 3 . 0 2 . 0 1 . 4 1 . 0 0 . 6 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 2 . 2 2 . 5 2 . 8 2 . 9 2 . 6 2 . 4 1 . 8 1 . 1 0 . 8 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 3 2 . 7 3 . 1 3 . 1 2 . 9 2 . 5 1 . 8 1 . 5 1 . 0 0 . 7 0 . 5 0 . 4 0 . 3 0 . 3 0 . 3 0 . 4 3 . 1 3 . 1 2 . 2 1 . 6 1 . 3 0 . 9 0 . 6 0 . 5 0 . 4 0 . 3 0 . 3 0 . 4 0 . 5 2 . 2 3 . 1 3 . 0 2 . 2 1 . 6 1 . 2 0 . 9 0 . 7 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 7 0 . 8 1 . 2 3 . 1 2 . 6 2 . 4 2 . 1 1 . 6 1 . 1 0 . 8 0 . 7 0 . 6 0 . 6 0 . 7 0 . 7 0 . 7 1 . 0 1 . 4 1 . 8 1 . 9 2 . 9 2 . 7 2 . 2 1 . 7 1 . 2 0 . 9 0 . 7 0 . 6 0 . 6 0 . 7 0 . 9 1 . 1 1 . 1 1 . 3 2 . 3 2 . 7 2 . 4 1 . 4 0 . 9 0 . 7 0 . 5 0 . 5 0 . 5 0 . 7 1 . 0 1 . 5 1 . 8 1 . 9 2 . 4 3 . 1 2 . 3 0 . 6 0 . 5 0 . 4 0 . 5 0 . 7 1 . 1 1 . 6 2 . 2 2 . 0 2 . 5 2 . 4 1 . 8 1 . 6 0 . 4 0 . 5 0 . 7 1 . 2 1 . 8 2 . 7 2 . 6 2 . 5 3 . 1 1 . 7 1 . 8 0 . 4 0 . 6 0 . 8 1 . 3 1 . 8 2 . 4 2 . 5 1 . 7 3 . 0 2 . 8 2 . 6 3 . 0 0 . 4 0 . 5 0 . 7 1 . 1 1 . 7 2 . 4 2 . 7 2 . 3 2 . 3 2 . 3 2 . 3 2 . 5 1 . 0 1 . 5 2 . 1 2 . 4 2 . 6 2 . 7 2 . 0 1 . 8 1 . 4 1 . 5 1 . 7 2 . 2 2 . 0 2 . 0 1 . 5 1 . 3 1 . 4 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ L U M 0 1 . d w g L a y o u t : CL - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 2 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CL-101 2000481Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E L I G H T I N G P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ W E T 0 1 . d w g L a y o u t : CW - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 4 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CW-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C WE T L A N D S A L T E R A T I O N P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m 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: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 4 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CD-501 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C ER O S I O N & S E D I M E N T CO N T R O L D E T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 2 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 4 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CD-502 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E D E T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 3 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 4 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CD-503 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E D E T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 4 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 5 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CD-504 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C ST O R M W A T E R M A N A G E M E N T DE T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 5 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 5 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CD-505 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C UT I L I T I E S & L A N D S C A P E DE T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ C O V . d w g , L a y o u t : GI - 0 0 1 , P l o t t e d : Mo n d a y , J a n u a r y 0 4 , 2 0 2 1 , U s e r : jd e n i n g e r P l o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B 2000481.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: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : GI - 0 0 2 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 0 : 5 2 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B GI-002 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C GE N E R A L N O T E S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m D FF 120.0 D 20 19 7 1 0 12 18 7 14 2 5 D UNIT 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: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ 2 0 0 0 4 8 1 Y 2 1 _ o v e r a l l . d w g L a y o u t : GI - 0 0 3 - T A M A R A C K P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 0 : 5 7 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m GI-003 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C AR E A P L A N TA M A R A C K A V E N U E D E S I G N SO U T H W I N D S O R CO N N E C T I C U T 1" = 2 0 0 ' UN I T 8 W E S T A C C E S S D R I V E DYL BWL DY L SY L 12"W 8 " W WEST ACCESS DRIVE INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ E R O 0 1 . d w g L a y o u t : CP - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 0 4 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CP-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E P R E P A R A T I O N P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m UN I T 8 DYL BWL DY L SY L 12"W 8 " W INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ E R O 0 1 . d w g L a y o u t : CE - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 2 0 A M U s e r : jd e n i n g e r Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CE-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C ER O S I O N & S E D I M E N T CO N T R O L P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m UN I T 8 DYL BWL DY L SY L TAMARACK 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 1052558.1584 W E S T A C C E S S D R I V E 6+00 7+0 0 8+00 9+00 10+ 0 0 11+ 0 0 12+00 13 + 0 0 14+0 0 15+00 PC : 5 + 6 5 . 1 8 P 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 P T : 7 + 7 1 . 0 6 PT: 9+75.47 PT: 13+27.47 P T : 1 4 + 6 7 . 5 0 L1 BASELINE CURVE #1 L2 BASE 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+00 BP : 5 + 0 0 . 0 0 PC : 5 + 6 5 . 1 8 L1 BASELINE CURVE #1 PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ H W D 0 1 . d w g L a y o u t : CS - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 0 6 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CS-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E L A Y O U T P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m UN I T 8 W E S T A C C E S S D R I V E DYL BWL DY L SY L 12"W 8 " W WEST ACCESS DRIVE INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ G R D 0 1 . d w g L a y o u t : CG - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 0 8 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CG-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C GR A D I N G A N D D R A I N A G E PL A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m 12"W 8 " W PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ L N D 0 1 . d w g L a y o u t : LP - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 0 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B LP-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C LA N D S C A P E P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m 12"W 8 " W 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 4 0 . 3 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 1 0 . 1 0 . 9 0 . 9 0 . 8 0 . 6 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 1 . 0 1 . 4 1 . 4 1 . 4 1 . 3 1 . 0 0 . 7 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 3 0 . 4 0 . 5 0 . 5 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 1 . 5 2 . 1 2 . 0 2 . 2 1 . 9 1 . 4 1 . 0 0 . 7 0 . 5 0 . 3 0 . 2 0 . 2 0 . 3 0 . 3 0 . 5 0 . 7 0 . 9 0 . 8 0 . 5 0 . 4 0 . 2 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 4 0 . 5 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 0 . 2 0 . 2 2 . 2 2 . 9 2 . 5 2 . 7 2 . 4 1 . 9 1 . 5 0 . 9 0 . 5 0 . 4 0 . 3 0 . 3 0 . 3 0 . 4 0 . 6 0 . 9 1 . 3 1 . 5 1 . 0 0 . 7 0 . 7 0 . 2 0 . 2 0 . 4 0 . 4 0 . 5 0 . 6 0 . 6 0 . 7 0 . 9 0 . 9 0 . 9 0 . 8 0 . 7 0 . 5 0 . 4 0 . 3 0 . 2 1 . 8 2 . 0 2 . 4 2 . 2 2 . 1 2 . 6 2 . 5 1 . 6 1 . 0 0 . 7 0 . 5 0 . 4 0 . 3 0 . 3 0 . 4 0 . 6 1 . 0 1 . 5 1 . 9 1 . 5 1 . 6 1 . 3 0 . 3 0 . 3 1 . 0 0 . 9 1 . 0 1 . 2 1 . 3 1 . 3 1 . 5 1 . 5 1 . 5 1 . 3 1 . 1 0 . 8 0 . 6 0 . 4 0 . 3 2 . 0 2 . 1 2 . 5 2 . 7 2 . 2 2 . 6 2 . 5 1 . 9 1 . 3 0 . 9 0 . 6 0 . 4 0 . 4 0 . 4 0 . 5 0 . 7 1 . 2 1 . 9 2 . 7 2 . 5 2 . 0 2 . 2 1 . 0 1 . 2 2 . 1 1 . 3 1 . 7 2 . 1 2 . 1 1 . 9 2 . 2 2 . 1 2 . 2 2 . 0 1 . 6 1 . 2 0 . 9 0 . 6 0 . 4 0 . 2 0 . 2 0 . 1 1 . 9 2 . 8 2 . 9 2 . 5 2 . 6 2 . 7 2 . 2 2 . 0 1 . 8 1 . 3 0 . 9 0 . 6 0 . 5 0 . 4 0 . 4 0 . 6 0 . 8 1 . 2 1 . 7 2 . 3 2 . 4 2 . 0 2 . 7 2 . 8 2 . 5 2 . 2 2 . 3 2 . 6 2 . 6 2 . 6 2 . 6 2 . 9 2 . 7 2 . 8 2 . 6 2 . 0 1 . 6 1 . 1 0 . 7 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 1 . 9 2 . 6 2 . 4 1 . 9 1 . 8 2 . 4 2 . 5 2 . 0 1 . 3 1 . 0 0 . 8 0 . 6 0 . 4 0 . 4 0 . 4 0 . 5 0 . 7 1 . 0 1 . 4 2 . 0 2 . 1 2 . 0 2 . 5 2 . 9 2 . 3 2 . 1 3 . 1 3 . 1 2 . 5 2 . 6 2 . 7 2 . 9 2 . 7 2 . 3 2 . 7 2 . 6 2 . 0 1 . 3 1 . 0 0 . 8 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 1 . 9 2 . 2 2 . 7 1 . 8 1 . 9 2 . 5 3 . 0 2 . 0 1 . 1 0 . 7 0 . 6 0 . 5 0 . 4 0 . 4 0 . 4 0 . 6 0 . 7 1 . 0 1 . 3 1 . 6 1 . 6 1 . 4 1 . 8 1 . 9 2 . 0 2 . 3 2 . 6 2 . 6 2 . 6 2 . 6 2 . 5 2 . 8 2 . 9 2 . 0 2 . 6 2 . 8 2 . 2 1 . 7 1 . 3 1 . 1 0 . 8 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 1 . 8 2 . 3 2 . 3 2 . 7 3 . 2 2 . 7 2 . 6 2 . 2 1 . 6 1 . 0 0 . 7 0 . 5 0 . 4 0 . 4 0 . 4 0 . 5 0 . 7 0 . 8 1 . 0 1 . 2 1 . 3 1 . 2 1 . 1 1 . 2 1 . 2 1 . 5 2 . 0 2 . 1 2 . 1 2 . 5 3 . 2 3 . 2 3 . 1 3 . 2 3 . 2 2 . 7 2 . 2 2 . 2 1 . 9 1 . 6 1 . 4 1 . 1 0 . 7 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 1 . 6 2 . 5 2 . 8 1 . 9 2 . 0 2 . 2 1 . 9 1 . 9 1 . 2 0 . 8 0 . 6 0 . 5 0 . 4 0 . 9 1 . 0 1 . 2 1 . 3 1 . 3 1 . 1 1 . 0 1 . 0 1 . 0 1 . 3 1 . 7 1 . 8 1 . 8 2 . 2 3 . 0 3 . 5 2 . 0 2 . 0 2 . 4 2 . 9 2 . 3 1 . 9 1 . 6 1 . 6 1 . 7 1 . 6 1 . 0 0 . 5 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 2 . 4 2 . 6 2 . 5 2 . 9 2 . 3 1 . 3 0 . 8 0 . 6 0 . 5 1 . 6 1 . 7 1 . 5 1 . 3 1 . 1 1 . 0 1 . 0 1 . 2 1 . 5 1 . 8 2 . 0 2 . 3 2 . 5 3 . 1 2 . 5 2 . 0 2 . 2 3 . 5 2 . 7 1 . 8 1 . 5 1 . 6 1 . 9 2 . 0 1 . 1 0 . 7 0 . 5 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 2 . 3 2 . 4 0 . 6 0 . 6 1 . 6 1 . 3 1 . 0 1 . 0 1 . 1 1 . 4 1 . 8 2 . 3 2 . 7 2 . 7 2 . 8 3 . 7 3 . 4 3 . 0 2 . 9 2 . 5 1 . 8 1 . 7 2 . 0 2 . 5 2 . 6 1 . 6 1 . 6 0 . 7 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 1 . 1 1 . 0 1 . 1 1 . 3 1 . 6 2 . 1 2 . 8 3 . 6 3 . 0 2 . 3 2 . 9 2 . 6 2 . 4 1 . 9 1 . 5 1 . 5 1 . 8 2 . 4 2 . 7 2 . 1 2 . 0 0 . 6 0 . 3 0 . 2 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 2 . 0 2 . 9 3 . 3 3 . 5 3 . 2 3 . 5 3 . 1 2 . 6 2 . 0 1 . 6 1 . 5 1 . 7 2 . 2 2 . 2 2 . 0 2 . 5 1 . 2 0 . 9 1 . 4 0 . 8 0 . 5 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 3 . 4 4 . 0 3 . 8 3 . 6 3 . 1 2 . 5 2 . 0 1 . 6 1 . 5 1 . 6 1 . 8 1 . 8 2 . 1 3 . 0 2 . 8 2 . 3 1 . 9 0 . 9 1 . 0 0 . 8 0 . 6 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 3 . 4 2 . 8 2 . 1 1 . 7 1 . 4 1 . 3 1 . 3 1 . 2 1 . 1 1 . 6 2 . 4 2 . 2 1 . 9 2 . 1 2 . 1 1 . 7 1 . 3 0 . 9 0 . 6 0 . 4 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 1 . 8 1 . 8 1 . 5 1 . 2 1 . 1 0 . 9 0 . 8 0 . 8 1 . 1 1 . 3 1 . 7 2 . 1 2 . 5 2 . 6 1 . 7 1 . 2 0 . 9 0 . 6 0 . 4 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 8 0 . 7 0 . 6 0 . 6 0 . 7 0 . 9 1 . 4 1 . 9 1 . 9 1 . 9 1 . 4 1 . 0 0 . 7 0 . 5 0 . 5 0 . 5 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 5 0 . 5 0 . 5 0 . 7 1 . 1 1 . 3 1 . 3 1 . 2 1 . 1 0 . 7 0 . 6 0 . 5 0 . 6 0 . 6 0 . 6 0 . 4 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 6 0 . 8 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 0 . 5 0 . 6 0 . 7 0 . 9 1 . 0 0 . 7 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 6 0 . 9 1 . 3 1 . 5 1 . 1 0 . 6 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 3 0 . 3 0 . 4 0 . 5 0 . 6 0 . 8 1 . 2 1 . 6 2 . 0 1 . 3 0 . 8 0 . 7 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 3 0 . 4 0 . 6 0 . 9 1 . 5 2 . 3 2 . 9 2 . 0 1 . 9 1 . 0 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 3 0 . 4 0 . 5 0 . 9 1 . 4 2 . 1 2 . 6 2 . 2 2 . 3 1 . 2 0 . 4 0 . 3 0 . 6 0 . 3 0 . 2 0 . 1 0 . 1 0 . 4 0 . 6 0 . 9 1 . 4 2 . 0 2 . 2 2 . 2 2 . 8 1 . 9 1 . 5 1 . 7 1 . 0 0 . 7 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 1 . 3 1 . 7 1 . 8 2 . 2 3 . 1 3 . 2 2 . 7 2 . 0 1 . 3 1 . 2 1 . 0 0 . 7 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 1 . 3 1 . 4 2 . 0 2 . 6 2 . 6 2 . 3 2 . 6 2 . 6 2 . 0 1 . 5 1 . 0 0 . 6 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 1 . 3 1 . 6 1 . 9 2 . 2 2 . 5 2 . 8 3 . 0 3 . 0 2 . 0 1 . 4 1 . 0 0 . 6 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 2 . 2 2 . 5 2 . 8 2 . 9 2 . 6 2 . 4 1 . 8 1 . 1 0 . 8 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 3 2 . 7 3 . 1 3 . 1 2 . 9 2 . 5 1 . 8 1 . 5 1 . 0 0 . 7 0 . 5 0 . 4 0 . 3 0 . 3 0 . 3 0 . 4 3 . 1 3 . 1 2 . 2 1 . 6 1 . 3 0 . 9 0 . 6 0 . 5 0 . 4 0 . 3 0 . 3 0 . 4 0 . 5 2 . 2 3 . 1 3 . 0 2 . 2 1 . 6 1 . 2 0 . 9 0 . 7 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 7 0 . 8 1 . 2 3 . 1 2 . 6 2 . 4 2 . 1 1 . 6 1 . 1 0 . 8 0 . 7 0 . 6 0 . 6 0 . 7 0 . 7 0 . 7 1 . 0 1 . 4 1 . 8 1 . 9 2 . 9 2 . 7 2 . 2 1 . 7 1 . 2 0 . 9 0 . 7 0 . 6 0 . 6 0 . 7 0 . 9 1 . 1 1 . 1 1 . 3 2 . 3 2 . 7 2 . 4 1 . 4 0 . 9 0 . 7 0 . 5 0 . 5 0 . 5 0 . 7 1 . 0 1 . 5 1 . 8 1 . 9 2 . 4 3 . 1 2 . 3 0 . 6 0 . 5 0 . 4 0 . 5 0 . 7 1 . 1 1 . 6 2 . 2 2 . 0 2 . 5 2 . 4 1 . 8 1 . 6 0 . 4 0 . 5 0 . 7 1 . 2 1 . 8 2 . 7 2 . 6 2 . 5 3 . 1 1 . 7 1 . 8 0 . 4 0 . 6 0 . 8 1 . 3 1 . 8 2 . 4 2 . 5 1 . 7 3 . 0 2 . 8 2 . 6 3 . 0 0 . 4 0 . 5 0 . 7 1 . 1 1 . 7 2 . 4 2 . 7 2 . 3 2 . 3 2 . 3 2 . 3 2 . 5 1 . 0 1 . 5 2 . 1 2 . 4 2 . 6 2 . 7 2 . 0 1 . 8 1 . 4 1 . 5 1 . 7 2 . 2 2 . 0 2 . 0 1 . 5 1 . 3 1 . 4 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ L U M 0 1 . d w g L a y o u t : CL - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 2 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CL-101 2000481Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E L I G H T I N G P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ W E T 0 1 . d w g L a y o u t : CW - 1 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 4 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CW-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C WE T L A N D S A L T E R A T I O N P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m 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: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 1 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 4 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CD-501 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C ER O S I O N & S E D I M E N T CO N T R O L D E T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 2 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 4 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CD-502 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E D E T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 3 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 4 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CD-503 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E D E T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 4 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 5 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CD-504 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C ST O R M W A T E R M A N A G E M E N T DE T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 5 P l o t t e d : Mo n , J a n u a r y 0 4 , 2 0 2 1 - 1 1 : 1 5 A M U s e r : jd e n i n g e r Pl o t t e r : AU T O C A D P D F ( G E N E R A L D O C U M E N T A T I O N ) . P C 3 C T B F i l e : FO . S T B CD-505 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C UT I L I T I E S & L A N D S C A P E DE T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m CEDAR AVE EAST ACCESS DR W E S T ACCESSDR HOLLY DR PINE DR LAUREL LN E V ERGRE E N W AY HEMLOCKAVE ANDREWS W A Y SEDONA C I R µ1 inch = 200 feet Planimetric data provided by SBC under contract and is based on an aerial flight performed in spring of 2005. Continuous updates completed with As-built information and State of CT aerial flight in 2016. This map is a graphical representation of property information and is subject to change. The Town of South Windsor and SBC assume no legal responsibility for information depicted on this map and is to be used for planning purposes only. Appl. #21-04PEvergreen Walk Road Extension PROJ. No.: DATE: Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ C O V . d w g , L a y o u t : GI - 0 0 1 , P l o t t e d : Th u r s d a y , J u n e 0 3 , 2 0 2 1 , U s e r : sj a m a i t u s P l o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B 2000481.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 CU-101 UTILITY 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 REVISED MARCH 23, 2021 REVISED MAY 3, 2021 REVISED JUNE 1, 2021 146 HARTFORD ROAD MANCHESTER, CONNECTICUT 06040 860.646.2469 www.fando.com PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : GI - 0 0 2 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 2 3 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B GI-002 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C GE N E R A L N O T E S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m D FF 120.0 D 20 19 7 1 0 12 18 7 14 25 D UNIT 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: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ 2 0 0 0 4 8 1 Y 2 1 _ o v e r a l l . d w g L a y o u t : GI - 0 0 3 - T A M A R A C K P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 2 6 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m GI-003 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C AR E A P L A N TA M A R A C K A V E N U E D E S I G N SO U T H W I N D S O R CO N N E C T I C U T 1" = 2 0 0 ' SL4-2 UN I T 8 DYL BWL DY L SY L 12"W 8 " W INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ E R O 0 1 . d w g L a y o u t : CP - 1 0 1 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 2 7 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CP-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E P R E P A R A T I O N P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m SL4-2 UN I T 8 DYL BWL DY L SY L 12"W 8 " W INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ E R O 0 1 . d w g L a y o u t : CE - 1 0 1 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 2 8 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CE-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C ER O S I O N & S E D I M E N T CO N T R O L P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m UN I T 8 DYL BWL DY L SY L TAMARACK 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 1052558.1584 W E S T A C C E S S D R I V E 6+00 7+0 0 8+00 9+00 10+ 0 0 11+ 0 0 12+00 13 + 0 0 14+0 0 15+00 PC : 5 + 6 5 . 1 8 P 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 P T : 7 + 7 1 . 0 6 PT: 9+75.47 PT: 13+27.47 P T : 1 4 + 6 7 . 5 0 L1 BASELINE CURVE #1 L2 BASE 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+00 BP : 5 + 0 0 . 0 0 PC : 5 + 6 5 . 1 8 L1 BASELINE CURVE #1 TAMARACK AVENUE PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ H W D 0 1 . d w g L a y o u t : CS - 1 0 1 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 2 8 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CS-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E L A Y O U T P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m UN I T 8 DYL BWL DY L SY L 12"W 8 " W INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ G R D 0 1 . d w g L a y o u t : CG - 1 0 1 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 2 9 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CG-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C GR A D I N G A N D D R A I N A G E PL A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m DYL BWL 12"W INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ U T L 0 1 . d w g L a y o u t : PP - 1 0 1 - A L T P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 1 : 0 0 P M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CU-101 2000481.Y21 04/15/2021 EV E R G R E E N W A L K , L L C UT I L I T Y P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 4 0 ' 1" = 4 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m WATER MAIN INSTALLATION NOTES: 1.PROJECT MUST BE BUILT TO CT WATER COMPANY SPECIFICATIONS. 2.CLASS 52 DUCTILE IRON PIPE REQUIRED. 3.COPPER AND/OR DUCTILE IRON SERVICE LATERAL MATERIAL REQUIRED. 4.GATE VALVES OPEN LEFT. 5.FIRE HYDRANTS OPEN LEFT, 5.5' BURY DEPTH. CWC WILL FURNISH MATERIALS INCLUDING TEE, VALVE, PIPE, HYDRANT AND ACCESSORIES. FIRE HYDRANTS TO BE INSTALLED WITH FACE OF HYDRANT 3-FEET OFF FACE OF CURB. HYDRANTS ARE NOT TO BE INSTALLED IN SIDEWALKS. WHERE 3-FEET CANNOT BE OBTAINED, INSTALL HYDRANT BEHIND SIDEWALK UNLESS OTHERWISE NOTED OR AS DIRECTED BY A CT WATER COMPANY PROJECT MANAGER. 10-FEET HORIZONTAL SEPARATION REQUIRED BETWEEN HYDRANTS, SEWER MANHOLES AND STORM DRAINS. ***FIRE HYDRANTS ARE TO BE INSTALLED WITH FINISH GRADE AT THE BURY LINE CAST INTO THE LOWER BARREL. CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS OF WATER MAIN AND LATERAL ELEVATION TO ACHIEVE PROPER BURY DEPTH. ANY COSTS RELATED TO ADJUSTMENTS REQUIRED BY CT WATER COMPANY WILL BE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR AND/OR APPLICANT OF RECORD. 6.ALL WATER MAIN PIPING AND APPURTENANCES MUST BE POLYETHYLENE ENCASED IN ACCORDANCE WITH AWWA ANSI-AWWA C105/A21.5-99(10). POLYETHYLENE ENCASEMENT SHALL BE V-BIO ENHANCED POLYETHYLENE ENCASEMENT STYLE ONLY AND CONSIST OF THREE CO-EXTRUDED LAYERS OF LINEAR LOW-DENSITY POLYETHYLENE (LLDPE) FILM THAT ARE FUSED INTO ONE. 7.MEGALUG RESTRAINTS REQUIRED ON ALL FITTINGS, BENDS, OFFSETS, TEES, GATE VALVES AND HYDRANTS. 8.FIELD LOK (U.S. PIPE) OR SURE STOP 350 (MCWANE) RESTRAINING GASKETS ARE REQUIRED 2 PIPE JOINTS BEFORE AND AFTER EACH FITTING AND ON THE LAST 3 PIPE LENGTHS ON DEAD ENDS. 9.THRUST BLOCKING IS REQUIRED ON ALL BENDS, TEES, OFFSETS, HYDRANTS AND DEAD ENDS. 10. ALL WATER MAINS SHALL BE INSTALLED TO A DEPTH OF 4-FEET OF COVER BASED ON THE ROADWAY GRADE, EXCEPT AS NOTED. 11. 3-FT MINIMUM HORIZONTAL SEPARATION REQUIRED BETWEEN WATER AND ANY OTHER UTILITY/UNDERGROUND STRUCTURE. 10-FT MINIMUM HORIZONTAL SEPARATION REQUIRED BETWEEN WATER AND SEWER/SEPTIC ("SEWER"). SEWER MUST BE SLEEVED WHERE WATER CROSSES SEWER IF WATER IS BELOW AND/OR WHEN 18" VERTICAL SEPARATION CANNOT BE ACHIEVED WHEN WATER IS ABOVE. 4-FEET MINIMUM HORIZONTAL SEPARATION REQUIRED BETWEEN WATER MAIN AND DRAINAGE WHEN AT LIKE ELEVATIONS. 12. WATER MAINS TO BE DEFLECTED UNDER ALL STORM DRAINS UNLESS OTHERWISE NOTED OR AS DIRECTED BY A CT WATER COMPANY PROJECT MANAGER. A VERTICAL CLEARANCE OF 18" TO BE MAINTAINED BETWEEN STORM DRAIN AND WATER MAINS. THE CONTRACTOR IS RESPONSIBLE FOR PROPER COMPACTION AROUND AND UNDER EXISTING DRAINAGE FACILITIES WHICH MAY INCLUDE REMOVAL AND RESETTING TO PROPER GRADE. 13. ANGLE OF BENDS TO BE FIELD DETERMINED. 14. MAXIMUM ALLOWABLE DEFLECTION PER FULL LENGTH PUSH-ON JOINT FOR 4" TO 12" IS FIVE (5) DEGREES AND THREE (3) DEGREES FOR 14" AND GREATER DUCTILE IRON PIPE. 15. EXISTING SERVICES TO SITE THAT WILL NO LONGER BE USED MUST BE TERMINATED AT THE WATER MAIN BY EXPOSING AND SHUTTING OFF THE CORPORATION VALVE. THE LINE MUST BE SEVERED IMMEDIATELY AFTER THE CORPORATION VALVE. SAID SERVICES MUST BE SHOWN ON PLANS. 16. WHERE A WATER SUPPLY WELL FOR ANY PURPOSE EXISTS OR IS APPROVED WITHIN THE LIMITS OF THIS PROJECT, ALL SERVICE LINES CONNECTED TO THE PUBLIC WATER SUPPLY REQUIRE A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPD), AND MUST MEET THE REQUIREMENTS OF SEC. 19A-209A OF THE CONNECTICTUT GENERAL STATUTES ("CGS"), AND SEC. 19-13-B38A OF THE PUBLIC HEALTH CODE. 17. WHERE AN AIR RELIEF IS REQUIRED, CWC WILL PERFORM TAP AND INSTALL WHILE THE INSTALLATION CONTRACTOR IS RESPONSIBLE FOR THE EXCAVATION AND RESTORATION UNLESS OTHERWISE NOTED. LABOR AND MATERIALS FOR THE INSTALLATION(S) WILL BE CHARGED TO THE PROJECT. 18. WHEN THE INSTALLATION OF UNDERGROUND INFRASTRUCTURE DEVIATES FROM THE CT WATER COMPANY APPROVED PLAN(S), THE APPLICANT, AT ITS COST, WILL BE HELD LIABLE FOR THE RELOCATION OF INFRASTRUCTURE AS REQUIRED TO THE SATISFACTION OF THE CT WATER COMPANY. FAILURE TO CORRECT ANY DEVIATION DEEMED UNACCEPTABLE TO THE CT WATER COMPANY MAY RESULT IN LITIGATION. APPROVED By: Kevin Schwabe Developer Services Coordinator 06/03/2021 12"W PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ L N D 0 1 . d w g L a y o u t : LP - 1 0 1 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 3 2 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B LP-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C LA N D S C A P E P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m 12"W 8 " W 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 4 0 . 3 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 1 0 . 1 0 . 9 0 . 9 0 . 8 0 . 6 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 1 . 0 1 . 4 1 . 4 1 . 4 1 . 3 1 . 0 0 . 7 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 3 0 . 4 0 . 5 0 . 5 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 3 0 . 3 1 . 5 2 . 1 2 . 0 2 . 2 1 . 9 1 . 4 1 . 0 0 . 7 0 . 5 0 . 3 0 . 2 0 . 2 0 . 3 0 . 3 0 . 5 0 . 7 0 . 9 0 . 8 0 . 5 0 . 4 0 . 2 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 4 0 . 5 0 . 5 0 . 5 0 . 5 0 . 4 0 . 4 0 . 3 0 . 2 0 . 2 2 . 2 2 . 9 2 . 5 2 . 7 2 . 4 1 . 9 1 . 5 0 . 9 0 . 5 0 . 4 0 . 3 0 . 3 0 . 3 0 . 4 0 . 6 0 . 9 1 . 3 1 . 5 1 . 0 0 . 7 0 . 7 0 . 2 0 . 2 0 . 4 0 . 4 0 . 5 0 . 6 0 . 6 0 . 7 0 . 9 0 . 9 0 . 9 0 . 8 0 . 7 0 . 5 0 . 4 0 . 3 0 . 2 1 . 8 2 . 0 2 . 4 2 . 2 2 . 1 2 . 6 2 . 5 1 . 6 1 . 0 0 . 7 0 . 5 0 . 4 0 . 3 0 . 3 0 . 4 0 . 6 1 . 0 1 . 5 1 . 9 1 . 5 1 . 6 1 . 3 0 . 3 0 . 3 1 . 0 0 . 9 1 . 0 1 . 2 1 . 3 1 . 3 1 . 5 1 . 5 1 . 5 1 . 3 1 . 1 0 . 8 0 . 6 0 . 4 0 . 3 2 . 0 2 . 1 2 . 5 2 . 7 2 . 2 2 . 6 2 . 5 1 . 9 1 . 3 0 . 9 0 . 6 0 . 4 0 . 4 0 . 4 0 . 5 0 . 7 1 . 2 1 . 9 2 . 7 2 . 5 2 . 0 2 . 2 1 . 0 1 . 2 2 . 1 1 . 3 1 . 7 2 . 1 2 . 1 1 . 9 2 . 2 2 . 1 2 . 2 2 . 0 1 . 6 1 . 2 0 . 9 0 . 6 0 . 4 0 . 2 0 . 2 0 . 1 1 . 9 2 . 8 2 . 9 2 . 5 2 . 6 2 . 7 2 . 2 2 . 0 1 . 8 1 . 3 0 . 9 0 . 6 0 . 5 0 . 4 0 . 4 0 . 6 0 . 8 1 . 2 1 . 7 2 . 3 2 . 4 2 . 0 2 . 7 2 . 8 2 . 5 2 . 2 2 . 3 2 . 6 2 . 6 2 . 6 2 . 6 2 . 9 2 . 7 2 . 8 2 . 6 2 . 0 1 . 6 1 . 1 0 . 7 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 1 . 9 2 . 6 2 . 4 1 . 9 1 . 8 2 . 4 2 . 5 2 . 0 1 . 3 1 . 0 0 . 8 0 . 6 0 . 4 0 . 4 0 . 4 0 . 5 0 . 7 1 . 0 1 . 4 2 . 0 2 . 1 2 . 0 2 . 5 2 . 9 2 . 3 2 . 1 3 . 1 3 . 1 2 . 5 2 . 6 2 . 7 2 . 9 2 . 7 2 . 3 2 . 7 2 . 6 2 . 0 1 . 3 1 . 0 0 . 8 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 1 . 9 2 . 2 2 . 7 1 . 8 1 . 9 2 . 5 3 . 0 2 . 0 1 . 1 0 . 7 0 . 6 0 . 5 0 . 4 0 . 4 0 . 4 0 . 6 0 . 7 1 . 0 1 . 3 1 . 6 1 . 6 1 . 4 1 . 8 1 . 9 2 . 0 2 . 3 2 . 6 2 . 6 2 . 6 2 . 6 2 . 5 2 . 8 2 . 9 2 . 0 2 . 6 2 . 8 2 . 2 1 . 7 1 . 3 1 . 1 0 . 8 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 1 . 8 2 . 3 2 . 3 2 . 7 3 . 2 2 . 7 2 . 6 2 . 2 1 . 6 1 . 0 0 . 7 0 . 5 0 . 4 0 . 4 0 . 4 0 . 5 0 . 7 0 . 8 1 . 0 1 . 2 1 . 3 1 . 2 1 . 1 1 . 2 1 . 2 1 . 5 2 . 0 2 . 1 2 . 1 2 . 5 3 . 2 3 . 2 3 . 1 3 . 2 3 . 2 2 . 7 2 . 2 2 . 2 1 . 9 1 . 6 1 . 4 1 . 1 0 . 7 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 1 . 6 2 . 5 2 . 8 1 . 9 2 . 0 2 . 2 1 . 9 1 . 9 1 . 2 0 . 8 0 . 6 0 . 5 0 . 4 0 . 9 1 . 0 1 . 2 1 . 3 1 . 3 1 . 1 1 . 0 1 . 0 1 . 0 1 . 3 1 . 7 1 . 8 1 . 8 2 . 2 3 . 0 3 . 5 2 . 0 2 . 0 2 . 4 2 . 9 2 . 3 1 . 9 1 . 6 1 . 6 1 . 7 1 . 6 1 . 0 0 . 5 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 2 . 4 2 . 6 2 . 5 2 . 9 2 . 3 1 . 3 0 . 8 0 . 6 0 . 5 1 . 6 1 . 7 1 . 5 1 . 3 1 . 1 1 . 0 1 . 0 1 . 2 1 . 5 1 . 8 2 . 0 2 . 3 2 . 5 3 . 1 2 . 5 2 . 0 2 . 2 3 . 5 2 . 7 1 . 8 1 . 5 1 . 6 1 . 9 2 . 0 1 . 1 0 . 7 0 . 5 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 2 . 3 2 . 4 0 . 6 0 . 6 1 . 6 1 . 3 1 . 0 1 . 0 1 . 1 1 . 4 1 . 8 2 . 3 2 . 7 2 . 7 2 . 8 3 . 7 3 . 4 3 . 0 2 . 9 2 . 5 1 . 8 1 . 7 2 . 0 2 . 5 2 . 6 1 . 6 1 . 6 0 . 7 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 1 . 1 1 . 0 1 . 1 1 . 3 1 . 6 2 . 1 2 . 8 3 . 6 3 . 0 2 . 3 2 . 9 2 . 6 2 . 4 1 . 9 1 . 5 1 . 5 1 . 8 2 . 4 2 . 7 2 . 1 2 . 0 0 . 6 0 . 3 0 . 2 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 2 . 0 2 . 9 3 . 3 3 . 5 3 . 2 3 . 5 3 . 1 2 . 6 2 . 0 1 . 6 1 . 5 1 . 7 2 . 2 2 . 2 2 . 0 2 . 5 1 . 2 0 . 9 1 . 4 0 . 8 0 . 5 0 . 3 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 3 . 4 4 . 0 3 . 8 3 . 6 3 . 1 2 . 5 2 . 0 1 . 6 1 . 5 1 . 6 1 . 8 1 . 8 2 . 1 3 . 0 2 . 8 2 . 3 1 . 9 0 . 9 1 . 0 0 . 8 0 . 6 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 3 . 4 2 . 8 2 . 1 1 . 7 1 . 4 1 . 3 1 . 3 1 . 2 1 . 1 1 . 6 2 . 4 2 . 2 1 . 9 2 . 1 2 . 1 1 . 7 1 . 3 0 . 9 0 . 6 0 . 4 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 1 . 8 1 . 8 1 . 5 1 . 2 1 . 1 0 . 9 0 . 8 0 . 8 1 . 1 1 . 3 1 . 7 2 . 1 2 . 5 2 . 6 1 . 7 1 . 2 0 . 9 0 . 6 0 . 4 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 8 0 . 7 0 . 6 0 . 6 0 . 7 0 . 9 1 . 4 1 . 9 1 . 9 1 . 9 1 . 4 1 . 0 0 . 7 0 . 5 0 . 5 0 . 5 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 5 0 . 5 0 . 5 0 . 7 1 . 1 1 . 3 1 . 3 1 . 2 1 . 1 0 . 7 0 . 6 0 . 5 0 . 6 0 . 6 0 . 6 0 . 4 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 6 0 . 8 0 . 9 0 . 8 0 . 7 0 . 7 0 . 6 0 . 5 0 . 6 0 . 7 0 . 9 1 . 0 0 . 7 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 6 0 . 9 1 . 3 1 . 5 1 . 1 0 . 6 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 3 0 . 3 0 . 4 0 . 5 0 . 6 0 . 8 1 . 2 1 . 6 2 . 0 1 . 3 0 . 8 0 . 7 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 3 0 . 4 0 . 6 0 . 9 1 . 5 2 . 3 2 . 9 2 . 0 1 . 9 1 . 0 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 3 0 . 4 0 . 5 0 . 9 1 . 4 2 . 1 2 . 6 2 . 2 2 . 3 1 . 2 0 . 4 0 . 3 0 . 6 0 . 3 0 . 2 0 . 1 0 . 1 0 . 4 0 . 6 0 . 9 1 . 4 2 . 0 2 . 2 2 . 2 2 . 8 1 . 9 1 . 5 1 . 7 1 . 0 0 . 7 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 1 . 3 1 . 7 1 . 8 2 . 2 3 . 1 3 . 2 2 . 7 2 . 0 1 . 3 1 . 2 1 . 0 0 . 7 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 1 . 3 1 . 4 2 . 0 2 . 6 2 . 6 2 . 3 2 . 6 2 . 6 2 . 0 1 . 5 1 . 0 0 . 6 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 1 . 3 1 . 6 1 . 9 2 . 2 2 . 5 2 . 8 3 . 0 3 . 0 2 . 0 1 . 4 1 . 0 0 . 6 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 2 . 2 2 . 5 2 . 8 2 . 9 2 . 6 2 . 4 1 . 8 1 . 1 0 . 8 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 3 2 . 7 3 . 1 3 . 1 2 . 9 2 . 5 1 . 8 1 . 5 1 . 0 0 . 7 0 . 5 0 . 4 0 . 3 0 . 3 0 . 3 0 . 4 3 . 1 3 . 1 2 . 2 1 . 6 1 . 3 0 . 9 0 . 6 0 . 5 0 . 4 0 . 3 0 . 3 0 . 4 0 . 5 2 . 2 3 . 1 3 . 0 2 . 2 1 . 6 1 . 2 0 . 9 0 . 7 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 7 0 . 8 1 . 2 3 . 1 2 . 6 2 . 4 2 . 1 1 . 6 1 . 1 0 . 8 0 . 7 0 . 6 0 . 6 0 . 7 0 . 7 0 . 7 1 . 0 1 . 4 1 . 8 1 . 9 2 . 9 2 . 7 2 . 2 1 . 7 1 . 2 0 . 9 0 . 7 0 . 6 0 . 6 0 . 7 0 . 9 1 . 1 1 . 1 1 . 3 2 . 3 2 . 7 2 . 4 1 . 4 0 . 9 0 . 7 0 . 5 0 . 5 0 . 5 0 . 7 1 . 0 1 . 5 1 . 8 1 . 9 2 . 4 3 . 1 2 . 3 0 . 6 0 . 5 0 . 4 0 . 5 0 . 7 1 . 1 1 . 6 2 . 2 2 . 0 2 . 5 2 . 4 1 . 8 1 . 6 0 . 4 0 . 5 0 . 7 1 . 2 1 . 8 2 . 7 2 . 6 2 . 5 3 . 1 1 . 7 1 . 8 0 . 4 0 . 6 0 . 8 1 . 3 1 . 8 2 . 4 2 . 5 1 . 7 3 . 0 2 . 8 2 . 6 3 . 0 0 . 4 0 . 5 0 . 7 1 . 1 1 . 7 2 . 4 2 . 7 2 . 3 2 . 3 2 . 3 2 . 3 2 . 5 1 . 0 1 . 5 2 . 1 2 . 4 2 . 6 2 . 7 2 . 0 1 . 8 1 . 4 1 . 5 1 . 7 2 . 2 2 . 0 2 . 0 1 . 5 1 . 3 1 . 4 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 2 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 0 . 5 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ L U M 0 1 . d w g L a y o u t : CL - 1 0 1 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 3 3 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CL-101 2000481Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E L I G H T I N G P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m I N V O U T = I N V O U T = INV OUT= INV IN= INV OUT= PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ W E T 0 1 . d w g L a y o u t : CW - 1 0 1 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 3 4 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CW-101 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C WE T L A N D S A L T E R A T I O N P L A N EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T 1" = 3 0 ' 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m 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: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 1 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 3 4 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CD-501 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C ER O S I O N & S E D I M E N T CO N T R O L D E T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m ** PRELIMINARY -BLOCK LAYOUTS TO BE APPROVED BY ENGINEER**ST-01 NTS 11/16/2011 MLNStoneterra - MSE Wall DATE: DRAWN BY: SCALE: TITLE:SHEET #: 360-694-0281 FAX 800-377-3877 PH 815 N.E. 172nd Ave. VANCOUVER, WA 98684 Disclaimer: Any electronic files attached were provided as a courtesy. Please note that variations in graphical representations may have been employed to promote clarity of the plans. Variations may include the size, location, orientation or omission of various plan entities. Anyone using this information should verify conformance to the approved plans, details, specifications and any subsequent revisions thereto. The user accepts all responsibility for the use and/or propagation of this information. Reinforced Grid Per Engineers Specifications (typ.) Crushed Stone or Concrete Leveling Pad Perforated Drain Pipe (as Specified By Engineer) PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 2 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 3 4 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CD-502 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E D E T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 3 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 3 4 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CD-503 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C SI T E D E T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 4 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 3 4 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CD-504 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C ST O R M W A T E R M A N A G E M E N T DE T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m PROJ. No.: DATE: DA T E No . DE S C R I P T I O N DE S I G N E R RE V I E W E R SC A L E : DA T U M : VE R T . : HO R Z . : VE R T . : HO R Z . : MS V I E W : LA Y E R S T A T E : Fi l e P a t h : J: \ D W G \ P 2 0 0 0 \ 4 8 1 \ Y 2 1 \ C i v i l \ P l a n \ T a m a r a c k A v e \ 2 0 0 0 4 8 1 Y 2 1 _ D E T 0 1 . d w g L a y o u t : CD - 5 0 5 P l o t t e d : Th u , J u n e 0 3 , 2 0 2 1 - 9 : 3 4 A M U s e r : sj a m a i t u s Pl o t t e r : DW G T O P D F . P C 3 C T B F i l e : FO . S T B CD-505 2000481.Y21 01/07/2021 EV E R G R E E N W A L K , L L C UT I L I T I E S D E T A I L S EV E R G R E E N W A L K P L A N N E D C O M M U N I T Y SO U T H W I N D S O R CO N N E C T I C U T N. T . S . 14 6 H A R T F O R D R O A D MA N C H E S T E R , C O N N E C T I C U T 0 6 0 4 0 86 0 . 6 4 6 . 2 4 6 9 ww w . f a n d o . c o m WETLAND DELINEATION REPORT Page 1 of 4 F:\P2000\481\Y21\Wetlands\Wetland_Report_text.docx Project Name: Tamarack Avenue at Evergreen Walk Site Location: South Windsor, Connecticut Prepared For: Evergreen Walk, LLC Contact: Mr. John Finguerrra F&O Project No: 2000481.Y21 Project Description: construction of new road Date(s) of Investigation: September 16, 2020 Weather: 70°F, Sunny Rainfall (last 24 hours): 00.00 inches METHOD OF WETLAND/WATERCOURSE DELINEATION VERIFICATION Delineation: Connecticut Inland Wetlands & Watercourses (CGS 22a-36 to 22a-45) U.S. Army Corps of Engineers Tidal Wetlands Flag Number Sequence: A100-A108, B200-B206 Field Plotted: Site sketch Aerial photograph GPS (sub-meter) located Site mapping: Title of Site Map Sheet No.: Scale: Contours: n/a ft. METHOD OF UPLAND SOIL DELINEATION Field Delineated Field confirmed NRCS soil mapping FIELD INVESTIGATION METHOD Spade & Auger Deep test pit (backhoe) Other: SOIL CONDITIONS Dry Moist Wet Frozen ( in.) Snow cover ( in.) The wetland and watercourses delineations of 2003 were verified in accordance with applicable local, state and federal statutes, regulations and guidance. Classification and mapping of soils on site were conducted in a manner consistent with the U.S. Department of Agriculture Soil Survey Manual (Soil Survey Staff, 1992). This delineation does not constitute an official wetland boundary until such time as it is accepted and approved by local, state or federal regulatory agencies. As Prepared By: Michael E. Soares Registered Soil Scientist WETLAND DELINEATION REPORT Page 2 of 4 F:\P2000\481\Y21\Wetlands\Wetland_Report_text.docx METHODOLOGY Inland wetlands and watercourses are regulated in the State of Connecticut by Connecticut General Statutes, Inland Wetlands and Watercourses Act, Chapter 440, sections 22a-36 to 22a-45. Wetlands are defined as “soil types designated as poorly drained, very poorly drained, alluvial, and floodplain by the National Cooperative Soils Survey.” Watercourses are defined as “rivers, streams, brooks, waterways, lakes, ponds, marshes, swamps, bogs and all other bodies of water, natural or artificial, vernal or intermittent, public or private.” Intermittent watercourses are identified by “a defined permanent channel and bank and the occurrence of two or more of the following characteristics: (a) Evidence of scour or deposits of recent alluvium or detritus, (b) the presence of standing or flowing water for a duration longer than a particular storm incident, and (c) the presence of hydrophytic vegetation. “ Federal jurisdictional wetland boundaries are defined by 33 CFR 328-329. Federal jurisdictional wetlands are “those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions.” Federal wetlands were delineated in accordance with the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region (Version 2.0, January 2012). Activities occurring within Inland Waters and Wetlands within the State of Connecticut are subject to approval by the US Army Corps of Engineers, New England District. RESULTS SUMMARY OF SOILS Wetland Soils Aquents: Poorly to very poorly drained soils formed in human transported material or on excavated (cut) landscapes. No development to incipient B-horizon typical. Evidence of aquic moisture regime found where saturation results in redoximorphic features in upper 20 inches. No soils mapped as Aquents are mapped nor were observed at the site. Aquepts: Poorly to very poorly drained soils with an aquic moisture regime and showing some soil development in the B-horizon. Publicly available mapping by the National Cooperative Soil Survey depicts the series Saco silt loam (Map Unit 108), located approximately in the area of the re-flagged wetland. This series consists of very deep, very poorly drained soils forming in silty alluvial sediments. These soils are typically nearly level and subject to frequent flooding. Saprists: Very poorly drained soils comprised primarily of organic materials occurring through 16 inches or greater of the surface soil horizon. These soils occur in areas where the ground water table tends to fluctuate within the soils or in areas where the soils were aerobic during drier periods in the past. No soils mapped as Saprists are mapped nor were observed at the site. Upland Soils Udorthents: Well drained to excessively drained soils that have been disturbed by cutting or filling, and areas that are typically covered by buildings and pavement. No soils mapped as Udorthents are mapped at the site. However, development has areas to the south east, and north, of the site have been WETLAND DELINEATION REPORT Page 3 of 4 F:\P2000\481\Y21\Wetlands\Wetland_Report_text.docx developed and are likely constructed with human-transported fill material. It is possible that soils Soil within the re-flagged wetland and/or the intermittent stream have been disturbed, though the extent is unknown. Two additional upland soils have been mapped at the site by the National Cooperative Soil Survey:  Elmridge fine sandy loam (Map Unit 28) – very deep, moderately well-drained soils, which have formed in loam over clayey sediments. They nearly level to moderately steeply sloping deposits on glacial lake terraces and lake plains.  Enfield silt loam (Map Unit 704) – very deep, well-drained soils, which have formed in silty mantle overlying glacial outwash nearly level to sloping deposits on glaciated outwash plains and terraces. SUMMARY OF WATERCOURSE AND HYDROLOGY The site is located within the drainage basin of Plum Gulley Brook in the Subregional Basin of the Podunk River. At the site, the inland wetlands flagged in this field inspection border the north and south banks of an unnamed intermittent stream. The intermittent stream begins east of Buckland Road and flows northwesterly through the site to Plum Gulley Brook. At the time of the inspection, wet and dry sections of the stream bed were observed, and a scoured stream and established back were present throughout its course. Increased dryness can be attributed to moderate drought conditions experienced in the summer and early fall of 2020 (see Attachment: CT Interagency Drought Working Group 8/26/2020 Press Release). At the eastern end of the site, the wetland narrows to the watercourse’s banks. Moving northwest (i.e., downstream), the bordering wetlands widen into a predominantly emergent wetland, with pockets of forested and scrub-shrub wetlands. Emergent wetland vegetation includes (common name/scientific name): arrow-leaved tearthumb/Persicaria sagittata, purple loosestrife/Lythrum salicaria, cat-tail/Typha latifoilia, devil’s beggar-tick/Bidens frondosa, reed canary grass, and wrinkle-leaved goldenrod/Solidago rugosa. Forested and scrub-shrub wetland vegetation includes: red maple/Acer rubrum, gray dogwood/Swida racemosa, multiflora rose/Rosa multiflora, and speckled alder/Alnus incana. An outfall and overgrown stormwater detention basin were observed immediately south of the flagged wetland. These elements of the local stormwater management system are not connected to the wetland or the intermittent stream discussed previously. No discharges or other stormwater-related infrastructure connected to the wetland or stream were observed, but it is presumed there are discharges from the surrounding commercial development and public roads. SUMMARY OF WETLAND FUNCTION & VALUES ASSESSMENT A Function & Values assessment was conducted in the field of the wetland inspected on the site. The assessment determined that the wetland provides the following Principal and Secondary Functions:  Groundwater Recharge (Secondary) – the capacity to interact with groundwater such that water from groundwater to surface water  Sediment, Pollutant & Nutrient Removal (Primary) – the capacity to remove dissolved, suspended and floatable material from storm water runoff and prevent degradation of water quality.  Production Export (Primary) – the capacity to produce and provide diverse food sources for wildlife WETLAND DELINEATION REPORT Page 4 of 4 F:\P2000\481\Y21\Wetlands\Wetland_Report_text.docx For a description of the assessment’s methodology and a record of the assessment, see the Attachment: Function & Value Assessment Form. ATTACHMENTS  “Tamarack Avenue Preliminary Layout,” depicting site and 2003 weltand delineation by Richard Snarski  NRCS Soil Drainge Class Mapping  USACE Wetland Determination Data Forms  Function & Value Assessment Form  CT Interagency Drought Working Group 8/26/2020 Press Release  Site Photographs Drainage Class—State of Connecticut Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/28/2020 Page 1 of 3 46 3 1 9 9 0 46 3 2 0 1 0 46 3 2 0 3 0 46 3 2 0 5 0 46 3 2 0 7 0 46 3 2 0 9 0 46 3 2 1 1 0 46 3 1 9 9 0 46 3 2 0 1 0 46 3 2 0 3 0 46 3 2 0 5 0 46 3 2 0 7 0 46 3 2 0 9 0 46 3 2 1 1 0 46 3 2 1 3 0 702710 702730 702750 702770 702790 702810 702830 702850 702870 702890 702910 702710 702730 702750 702770 702790 702810 702830 702850 702870 702890 702910 702930 41° 48' 54'' N 72 ° 3 3 ' 3 4 ' ' W 41° 48' 54'' N 72 ° 3 3 ' 2 4 ' ' W 41° 48' 49'' N 72 ° 3 3 ' 3 4 ' ' W 41° 48' 49'' N 72 ° 3 3 ' 2 4 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300 Feet 0 15 30 60 90 Meters Map Scale: 1:1,040 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons Excessively drained Somewhat excessively drained Well drained Moderately well drained Somewhat poorly drained Poorly drained Very poorly drained Subaqueous Not rated or not available Soil Rating Lines Excessively drained Somewhat excessively drained Well drained Moderately well drained Somewhat poorly drained Poorly drained Very poorly drained Subaqueous Not rated or not available Soil Rating Points Excessively drained Somewhat excessively drained Well drained Moderately well drained Somewhat poorly drained Poorly drained Very poorly drained Subaqueous Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:12,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: State of Connecticut Survey Area Data: Version 20, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 15, 2019—Aug 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Drainage Class—State of Connecticut Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/28/2020 Page 2 of 3 Drainage Class Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 28A Elmridge fine sandy loam, 0 to 3 percent slopes Moderately well drained 2.4 47.1% 28B Elmridge fine sandy loam, 3 to 8 percent slopes Moderately well drained 0.3 6.2% 108 Saco silt loam Very poorly drained 1.3 26.0% 704B Enfield silt loam, 3 to 8 percent slopes Well drained 1.1 20.8% Totals for Area of Interest 5.1 100.0% Description "Drainage class (natural)" refers to the frequency and duration of wet periods under conditions similar to those under which the soil formed. Alterations of the water regime by human activities, either through drainage or irrigation, are not a consideration unless they have significantly changed the morphology of the soil. Seven classes of natural soil drainage are recognized-excessively drained, somewhat excessively drained, well drained, moderately well drained, somewhat poorly drained, poorly drained, and very poorly drained. These classes are defined in the "Soil Survey Manual." Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Drainage Class—State of Connecticut Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/28/2020 Page 3 of 3 Project/Site: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Subregion (LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are Vegetation , Soil , or Hydrology Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. If yes, optional Wetland Site ID: Secondary Indicators (minimum of two required) Wetland Hydrology Present? Crayfish Burrows (C8)Hydrogen Sulfide Odor (C1) NoYes X Depth (inches): X X 8Depth (inches): X X Depth (inches): Saturation Visible on Aerial Imagery (C9) Stunted or Stressed Plants (D1) Geomorphic Position (D2) Sparsely Vegetated Concave Surface (B8) Saturation Present? Saturation (A3) Water Marks (B1) Iron Deposits (B5) Inundation Visible on Aerial Imagery (B7) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Other (Explain in Remarks) Oxidized Rhizospheres on Living Roots (C3)Sediment Deposits (B2) Drift Deposits (B3) Surface Water (A1) FAC-Neutral Test (D5) X Shallow Aquitard (D3) Microtopographic Relief (D4) Remarks: (includes capillary fringe) Yes No NoYes Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Field Observations: Water Table Present? High Water Table (A2) WETLAND DETERMINATION DATA FORM – Northcentral and Northeast Region R4SBC X Evergreen Walk, LLC No 41.814354 Saco silt loam 09/16/2020 AW1 Tamarack Avenue at Evergreen Walk South WindsorCity/County: CT -72.558128 X Yes NoX NoX Project site is located in a county classified by the state of Connecticut as "Stage 1 Incipient Drought: Emerging drought event, potentially impacing water supplies, agriculture, or natural ecosystems." (https://portal.ct.gov/Water/Drought/Drought-Home) X Yes Remarks: (Explain alternative procedures here or in a separate report.) Yes HYDROLOGY Surface Soil Cracks (B6) X Aquatic Fauna (B13) Drainage Patterns (B10) Moss Trim Lines (B16) Dry-Season Water Table (C2) NoNoX X No Yes No CT State Plane 1983 Wetland Hydrology Indicators: Wetland Hydrology Present? Is the Sampled Area within a Wetland? Primary Indicators (minimum of one is required; check all that apply) Yes Yes Hydrophytic Vegetation Present? Hydric Soil Present? Water-Stained Leaves (B9) Slope (%):Landform (hillside, terrace, etc.): Are climatic / hydrologic conditions on the site typical for this time of year? significantly disturbed? Are “Normal Circumstances” present? naturally problematic? Surface Water Present? Section, Township, Range: levelLocal relief (concave, convex, none): Yes Algal Mat or Crust (B4) (If needed, explain any answers in Remarks.) Thin Muck Surface (C7) Michael Soares LRR R, MLRA 145 (If no, explain in Remarks.) Hartford County drainageway Marl Deposits (B15) US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6. (A/B) 7. Sapling/Shrub Stratum (Plot size: x 1 = 1. x 2 = 2. x 3 = 3. x 4 = 4. x 5 = 5.Column Totals:(B) 6. 7. Herb Stratum (Plot size: 1. 2.4 - Morphological Adaptations1 (Provide supporting 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. (Plot size: 1. 2. 3. 4. – Use scientific names of plants. OBL species FACW species FAC species FACU species UPL species AW1 3 3 Total Number of Dominant Species Across All Strata: )Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 85 27 35 5 data in Remarks or on a separate sheet) 0 152 X X 105 85 20 Swida racemosa Rosa multiflora Hydrophytic Vegetation Indicators: 0 264 Multiply by: 54 100.0% Percent of Dominant Species That Are OBL, FACW, or FAC: Total % Cover of: Prevalence Index worksheet: 5 5 FACWNo No 25 OBL Yes OBL FACYes No No Yes No 30 Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Definitions of Vegetation Strata: Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Hydrophytic Vegetation Present? Woody vines – All woody vines greater than 3.28 ft in height. XYes No Sapling/shrub – Woody plants less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. =Total Cover 5 ) =Total Cover =Total Cover 117 ) Phalaris arundinacea Solidago rugosa Solidago gigantea Solidago gigantea 10 10 FAC FACW7 FACW Lythrum salicaria 15Typha latifolia OBL Indicator Status Absolute % Cover Dominant Species? Persicaria sagittata 40 Alnus incana 1.74 No 35 Problematic Hydrophytic Vegetation1 (Explain) No FACW VEGETATION (A) (B) (A) Prevalence Index = B/A = Tree Stratum Woody Vine Stratum Remarks: (Include photo numbers here or on a separate sheet.) 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3 - Prevalence Index is ≤3.01 ) =Total Cover FACU 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0 Sampling Point: Polyvalue Below Surface (S8) (LRR K, L) Thin Dark Surface (S9) (LRR K, L) Iron-Manganese Masses (F12) (LRR K, L, R) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Sandy Gleyed Matrix (S4) Depleted Dark Surface (F7) Redox Depressions (F8) Redox Dark Surface (F6) Hydrogen Sulfide (A4) Stratified Layers (A5) Thick Dark Surface (A12) Sandy Mucky Mineral (S1) Loamy Mucky Mineral (F1) (LRR K, L) Loamy Gleyed Matrix (F2) High Chroma Sands (S11) (LRR K, L) Type: Thin Dark Surface (S9) (LRR R, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) X Sandy Redox (S5) Dark Surface (S7) Mesic Spodic (TA6) (MLRA 144A, 145, 149B) Piedmont Floodplain Soils (F19) (MLRA 149B) Red Parent Material (F21) Depleted Matrix (F3)X Black Histic (A3) Coast Prairie Redox (A16) (LRR K, L, R) 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Polyvalue Below Surface (S8) (LRR R, % Matrix Histic Epipedon (A2) C 7.5YR 4/6 7.5YR 4/6 MLRA 149B) 7 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Histosol (A1) Indicators for Problematic Hydric Soils3: 2 cm Muck (A10) (LRR K, L, MLRA 149B) 97 Redox FeaturesDepth (inches) Color (moist) 10YR 4/1 7.5YR 4/10-13 AW1SOIL 17-24 7.5YR 2.5/1 Type1% M This data form is revised from Northcentral and Northeast Regional Supplement Version 2.0 to reflect the NRCS Field Indicators of Hydric Soils version 7.0 March 2013 Errata. (http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_051293.docx) Remarks: Stripped Matrix (S6) Restrictive Layer (if observed): No Depleted Below Dark Surface (A11) 7.5YR 4/4 13-17 75 XDepth (inches): YesHydric Soil Present? Distinct redox concentrations Prominent redox concentrations Color (moist) C M C 70 Marl (F10) (LRR K, L) Other (Explain in Remarks) 25 30 Loc2 Texture Remarks Loamy/Clayey Prominent redox concentrationsLoamy/Clayey Loamy/Clayey Very Shallow Dark Surface (TF12) 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. M US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0 Project/Site: Sampling Date: Applicant/Owner: State: Sampling Point: Investigator(s): Subregion (LRR or MLRA): Lat: Long: Datum: Soil Map Unit Name: NWI classification: Are Vegetation , Soil , or Hydrology Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. If yes, optional Wetland Site ID: Secondary Indicators (minimum of two required) Wetland Hydrology Present? Slope (%):Landform (hillside, terrace, etc.): Are climatic / hydrologic conditions on the site typical for this time of year? significantly disturbed? Are “Normal Circumstances” present? naturally problematic? Surface Water Present? Section, Township, Range: levelLocal relief (concave, convex, none): Yes Algal Mat or Crust (B4) (If needed, explain any answers in Remarks.) Thin Muck Surface (C7) Michael Soares LRR R, MLRA 145 (If no, explain in Remarks.) Hartford County upland Marl Deposits (B15) Yes No 0 CT State Plane 1983 Wetland Hydrology Indicators: Wetland Hydrology Present? Is the Sampled Area within a Wetland? Primary Indicators (minimum of one is required; check all that apply) Yes Yes Hydrophytic Vegetation Present? Hydric Soil Present? Water-Stained Leaves (B9) NoNoX No Project site is located in a county classified by the state of Connecticut as "Stage 1 Incipient Drought: Emerging drought event, potentially impacing water supplies, agriculture, or natural ecosystems." (https://portal.ct.gov/Water/Drought/Drought-Home) Yes Remarks: (Explain alternative procedures here or in a separate report.) Yes HYDROLOGY Surface Soil Cracks (B6) Aquatic Fauna (B13) Drainage Patterns (B10) Moss Trim Lines (B16) Dry-Season Water Table (C2) WETLAND DETERMINATION DATA FORM – Northcentral and Northeast Region none X Evergreen Walk, LLC No 41.814220 Elmridge fine sandy loam 09/16/2020 UPL1 Tamarack Avenue at Evergreen Walk South WindsorCity/County: CT -72.558890 X Yes NoX No Surface Water (A1) FAC-Neutral Test (D5) Shallow Aquitard (D3) Microtopographic Relief (D4) Remarks: (includes capillary fringe) Yes No NoYes Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Field Observations: Water Table Present? High Water Table (A2) Saturation (A3) Water Marks (B1) Iron Deposits (B5) Inundation Visible on Aerial Imagery (B7) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Other (Explain in Remarks) Oxidized Rhizospheres on Living Roots (C3)Sediment Deposits (B2) Drift Deposits (B3) Crayfish Burrows (C8)Hydrogen Sulfide Odor (C1) NoYes Depth (inches):X XX Depth (inches): X Depth (inches): Saturation Visible on Aerial Imagery (C9) Stunted or Stressed Plants (D1) Geomorphic Position (D2) Sparsely Vegetated Concave Surface (B8) Saturation Present? US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6. (A/B) 7. Sapling/Shrub Stratum (Plot size: x 1 = 1. x 2 = 2. x 3 = 3. x 4 = 4. x 5 = 5.Column Totals:(B) 6. 7. Herb Stratum (Plot size: 1. 2.4 - Morphological Adaptations1 (Provide supporting 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. (Plot size: 1. 2. 3. 4. VEGETATION (A) (B) (A) Prevalence Index = B/A = Tree Stratum Woody Vine Stratum Remarks: (Include photo numbers here or on a separate sheet.) 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3 - Prevalence Index is ≤3.01 ) =Total Cover 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. 3.12 15 Problematic Hydrophytic Vegetation1 (Explain) Solidago gigantea Indicator Status 5 5 Absolute % Cover Yes Yes UPL FACU Dominant Species? Solidago rugosa 75 Vitis labrusca 95 ) FACU =Total Cover ) =Total Cover =Total Cover Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Definitions of Vegetation Strata: Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. X Hydrophytic Vegetation Present? Woody vines – All woody vines greater than 3.28 ft in height. Yes No Sapling/shrub – Woody plants less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Yes20 5 5 Yes 15 FACW Yes FAC FACUYes Hydrophytic Vegetation Indicators: 25 390 Multiply by: 40 33.3% Percent of Dominant Species That Are OBL, FACW, or FAC: Total % Cover of: Prevalence Index worksheet: 10 0 20 75 25 data in Remarks or on a separate sheet) 5 125 225 0 100 Rosa multiflora – Use scientific names of plants. OBL species FACW species FAC species FACU species UPL species UPL1 2 6 Populus tremuloides Malus pumila Total Number of Dominant Species Across All Strata: )Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0 Sampling Point: 100 Marl (F10) (LRR K, L) Other (Explain in Remarks) Loc2 Texture Remarks Loamy/Clayey fslLoamy/Clayey Loamy/Clayey Very Shallow Dark Surface (TF12) 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. fsl fsl Color (moist) 2-14 100 XDepth (inches): YesHydric Soil Present? % This data form is revised from Northcentral and Northeast Regional Supplement Version 2.0 to reflect the NRCS Field Indicators of Hydric Soils version 7.0 March 2013 Errata. (http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_051293.docx) Remarks: Stripped Matrix (S6) Restrictive Layer (if observed): No Depleted Below Dark Surface (A11) UPL1SOIL 14-28 10YR 6/4 Type1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Histosol (A1) Indicators for Problematic Hydric Soils3: 2 cm Muck (A10) (LRR K, L, MLRA 149B) 100 Redox FeaturesDepth (inches) Color (moist) 7.5YR 5/3 10YR 4/30-2 MLRA 149B) Coast Prairie Redox (A16) (LRR K, L, R) 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Polyvalue Below Surface (S8) (LRR R, % Matrix Histic Epipedon (A2) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Sandy Redox (S5) Dark Surface (S7) Mesic Spodic (TA6) (MLRA 144A, 145, 149B) Piedmont Floodplain Soils (F19) (MLRA 149B) Red Parent Material (F21) Depleted Matrix (F3) Black Histic (A3) Polyvalue Below Surface (S8) (LRR K, L) Thin Dark Surface (S9) (LRR K, L) Iron-Manganese Masses (F12) (LRR K, L, R) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Sandy Gleyed Matrix (S4) Depleted Dark Surface (F7) Redox Depressions (F8) Redox Dark Surface (F6) Hydrogen Sulfide (A4) Stratified Layers (A5) Thick Dark Surface (A12) Sandy Mucky Mineral (S1) Loamy Mucky Mineral (F1) (LRR K, L) Loamy Gleyed Matrix (F2) High Chroma Sands (S11) (LRR K, L) Type: Thin Dark Surface (S9) (LRR R, MLRA 149B) US Army Corps of Engineers Northcentral and Northeast Region – Version 2.0 450 Capitol Avenue Hartford, Connecticut 06106-1379 www.portal.ct.gov/opm STATE OF CONNECTICUT OFFICE OF POLICY AND MANAGEMENT CONNECTICUT INTERAGENCY DROUGHT WORKGROUP: FOUR COUNTIES ARE EXPERIENCING STAGE 2 DROUGHT CONDITIONS (Hartford) -- With precipitation across Connecticut three to seven inches below normal over the last 90 days, the state’s Interagency Drought Workgroup has announced that the four northern counties (Litchfield, Hartford, Tolland, and Windham) are experiencing Stage 2 Drought conditions. Under the state’s new drought plan adopted in 2018, Stage 2 has replaced the previously used “Drought Advisory” stage and identifies an emerging drought event, potentially impacting water supplies, agriculture, or natural ecosystems. “We have experienced drier than normal conditions in the spring and summer,” said Office of Policy & Management Undersecretary Martin Heft, who chairs the Interagency Drought Workgroup. “The combination of precipitation shortfalls and an extended period of excessive heat has impacted the state’s water resources and increased demands upon them. Many water suppliers struggle to keep pace with increased consumer demand for outdoor water uses and impacts are also being experienced in the state’s streams and agricultural and forest lands. We must begin early steps now to mitigate the potential for harm should the drought become prolonged.” Residents and businesses in Stage 2 counties are being asked to voluntarily take the following measures to aid in minimizing future drought impact: • Reduce automatic outdoor irrigation • Postpone the planting of any new lawns or vegetation • Minimize overall water use by fixing leaky plumbing and fixtures • Follow any additional conservation requests issued by water suppliers or municipalities “Residents should not be alarmed, but should be mindful of their water consumption and take sensible steps to stretch water supplies and reduce impacts on other water uses and on the environment,” Department of Public Health Acting Commissioner Dr. Deidre Gifford said. Tips on water saving measures can be found on the Department of Public Health’s website here. Stage 2 is the second of five stages of drought defined in the Connecticut Drought Response and Preparedness Plan. The Interagency Drought Workgroup classified the entire state as being at Stage 1 on June 19, when there were early signals of abnormally dry conditions. That stage is intended as a “heads up” regarding the possibility of a developing drought. The decision to move to Stage 2 is based on an assessment of indicator data monitored by state and federal agencies, including precipitation, surface waters, groundwater, reservoirs, soil moisture, vegetation, and fire danger conditions. The state has experienced this level of drought four times in the past two decades, in 2002, 2007, 2010, and 2016. If conditions deteriorate further, the state could reach Stage 3, having reached that threshold only once before, in 2016. The Interagency Drought Workgroup has moved the four northern counties to Stage 2 because precipitation shortfalls, reduced ground water levels, stream flows, and soil moisture impacts are especially pronounced there. Rainfall and droughts do not follow political boundaries, and impacts can be more severe at certain locations. Those who depend on private wells, fire or irrigation ponds, and other highly localized water resources should be especially mindful of local conditions, especially in places where previous droughts have affected supplies. 450 Capitol Avenue Hartford, Connecticut 06106-1379 www.portal.ct.gov/opm The State Interagency Drought Workgroup consists of representatives from the Department of Agriculture, Department of Emergency Services and Public Protection, Department of Energy and Environmental Protection, Department of Public Health, Office of Policy and Management, and Public Utilities Regulatory Authority, with assistance from the National Weather Service and United States Geological Survey. More information on the Interagency Drought Workgroup and the State Drought Plan are available here. ### For Immediate Release: August 26, 2020 Contact: Christopher McClure Office of Policy and Management (860) 418-6296 (Office) (925) 457-7309 (Mobile) Chris.McClure@ct.gov Site Photographs: Tamarack Avenue, South Winsdor CT September 16, 2020 Page 1 of 3 Figure 1. Emergent wetland bordering the south bank of the intermittent stream. Looking east. Figure 2. Emergent wetland bordering the south bank of the intermittent stream. Looking north; trees in the background are in uplands north of the wetland. Site Photographs: Tamarack Avenue, South Winsdor CT September 16, 2020 Page 2 of 3 Figure 3. Emergent wetland bordering the south bank of the intermittent stream. Looking west. Figure 4. Stream bed of intermittent stream. Looking northwest (downstream). Site Photographs: Tamarack Avenue, South Winsdor CT September 16, 2020 Page 3 of 3 Figure 5. Stream bed of intermittent stream. Looking southeast (upstream).