Loading...
HomeMy WebLinkAbout08-51P SW Towne Plaza . ; bfi EIVED z��tazolarr ; �nzslo�r x . API'LIt:A'rIt7T1 JUL 182008 S6a"al Rceit Date:_. SOUTHWINDSOR PLANNING DEPT.. 1? wt easfi Assr i iat s: Liudltdd 'a ne sh3p, 0/0 Ia n ab Vrvgax#,y A.AI ,Tt; N` ' t otM 22 W. Was nSt ti Siic�aziapc�lys,. �62'04 __- PROJECT M1'bME: . oui Wit�cYsox Tame: aza._ ADDRE;a;3 .�2 �ie�1�r �ac��. �, .7 ar4::367 i Sht t3U'ER OF R�Ct7RD oki TrA '�C(71?DS loa�.t~ As�oc�atas Lut�t^ad Pa��ers'h%p , SS. P Q. $vim_.612O, �iclian pry s, IN`_ 62E;=6�2 . GUMPLE"tE 1,QL'A'I`1C)NOF OP. R 1' essbr' ]." " page 16 & 17ca DMZ � A���� one NAMI�,A'DDI�E��,"1'�T.&�'AX:��?F i'�R$�?ly Tt3 WHAM INt��7IRT SHt3Ui.D BE DA�EC�'1�11� xa.s �pex . : ¢ , sg , S .ptcr , : nstritiron P aza., Hartoii, CT' _._ .. .. ... Estimated presentation:time:1.5' hre:.: °MM AFPUCIi is FOR. (Check a'that ap Iy) d zorO-;!* rge f : PubT3c HeaTing.required.ouid Certtfcatc.of uw n :ElSul di crr 3Ze t i vision [� Ogee�pac�:. q. tinstoz�; ib�c,�eanrig'�e�t�re�j 0 Subd'`rl004 minor Nfajnr [j RosuZ dnvrsiori(Publie:AeOi g Reg>.iired) [] IvFino Maur [ �ozidiitaal.Approval Speed Eca ttl:l�xtaele.. _ {I' tililezg, ricske r�i iVX a il�ngi: �] Sste Plara.of T7�veIolrareat [ 0,60hd Pi i of I9evelo tent State He g pe Se Lion S f&r . �x�lpnabioa be , "(bt ei,. !' 6 ' Svxt : oxor latvz [� ingec, ij aner.Earth,:lemosal(5ec_ 14 b c Fiarsng'` q�tirecj l Rcgujation Amendment 0 nfz�: ;[]S0dzvisxo -Attach pikbo tised a}x eri iPiablt`c llvarxng Requtreci) [ 'Temporary and Concl V#T O�Pu 4 ReaTing Required) [] In Lear apart rent/Accessory Apartment blic Heking RegUiredj.: d Mayor gme:Qconp t cn for( ibiic Hea�rri g:Requlred G a1 Pn o ` Other(explaiafncletail) �tralopmar;t pursupn V 1O s gx�ed,Cr�nm �r is bne bistxi� . i gt ai^ ons ec ox�s and $ 6. o Sousa"W�n t Zot�i R'ml.ations (in lkppca cin Iteardnsg �? i regx3red to be poeted Qn the prcape, fora ppiscaticrns tczz10) 4.!s pribr�to bemgheaxcl by#1 a omntis lon. - t? .: it*esal t a ' s�i�p" U e a ted 'araeslj p: Sign € e of Apr cant Si nat> re; Frolic^.. .Qv,rzet TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION APPLICATION FORM 3 �' Application No: 'I Official Receipt Date: Receipt No: 108 Downeast Associates Limited P 1q,Kevin Sims, Simon Property APPLICANT_ Groan. 225 W. Washington Stre anapolis. IN 46204 PROJECT NAME: South Windsor Towne Plaza ADDRESS: 22 Wheeler Road; 2, 7 and 367 Smith Street OWNER OF RECORD ON LAND RECORDS: Downeast Associates Limited Partnership ADDRESS: P•O• Box 6120, Indianapolis, IN 46206-6120 COMPLETE LOCATION OF PROPERTY: Assessor's Map # 17 Parcel # 16 & 17 Zone DCZ ASSESSOR'S # lam PARCEJ�# I6 . _ THE D Z Assessor s -1$— Parcel 172 Zrne p RK NAME,ADDRESS,TEL&FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Christopher J. Smith, Esq., Shipman & Goodwin, LLP•, One Constitution Plaza, Hartford, CT 06103; Tp7 Pnhrme• R60-751-ri606. Fax- Rhtl 9S1 5318; Email 1 cJ 4wni t @$onrlw,r, c•,,,, Estimated presentation time:l.5 hrs. THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required and Certificate of Mailing) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision(Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor❑ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certificate of Mailing) ❑ Site Plan of Development IN General Plan of Develo went- Stale an g pe Seqtion 4-5 f r Gs e .explanation.-below,.". "other "((S t� 8 6 3 ) t Sout nc sOr Lo l�egul a°ti" — ❑ Ear l Filling($ec. 15)and/or Earth Removal(Sec. 14--Public Hearing Required) ❑ Regulation Amendment ❑Zoning ❑Subdivision-Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit for(Public Hearing Required) ❑ In Law apartment/Accessory Apartment(Public Hearing Required) ❑ Major Home Occupation for(Public Hearing Required) ® Other(explain in detail) General Plan of Development pursuant to Designed Commercial Zone District Re ations ,- Sections 4.3 and 8.6.3 of South Windsor Re An PPhcation ding sign is required to be posted on the property for all a IicaIoins ton 101 days prior to being heard by the Commi on. t ocia . s Limited Partnership t ' soci s Limited Partnership S gn t re of pp'cant S' at re o perty er SIMON® PROPERTY GROUP, INC. November 20, 2008 Hand Delivered Planning and Zoning Commission Of the Town of South Windsor Attn: Marcia A. Banach, Director of Planning 1.540 Sullivan Avenue South Windsor, CT 06074 Re: Conitrmation of authorization to submit Application.forApproval of General Plan of Development ("Application"), pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut ("Regulations"), to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut (collectively, "subject property"), submitted by Downeast Associates Limited Partnership ('Downeast' , with partial access to Downeast's subject property utilizing an existiM access driveway located on the westerly side of real property owned t the Plaza at Buckland Hills, LLC ("Buckland Hills"), known as 1524 Pleasant Valley Road, Manchester, Connecticut ("Buckland Hills ro e � Dear Chairperson Patrick Kennedy: Please be advised that the undersigned Buckland Hills authorizes the filing of the above-referenced Application by Downeast. Specifically, Buckland Hills confirms that Downeast will be provided access rights to utilize the existing access driveway located on the westerly side of the Buckland Hills property to accommodate a site development of Downeast's subject property with approximately 357,035 square feet of retail development, as depicted on the Application's Plan entitled, "South Windsor Towne Plaza, Phase I & Phase II," prepared by CPH Engineers, Inc., dated May 18, 2007, 225 West Washington Street Indianapolis,IN 46204 317636.16001 www.simon.com If you have any questions, please do not hesitate to contact the undersigned. Thank you for your, and the Commission's, anticipated cooperation and assistance concerning this matter. Very truly your , ZPlaza,,t Bucklan Hills, LLC i By: ��rl MS Duly Authorized Dated: November?-\) , 2008 cc: Downeast Associates Limited Partnership Christopher J. Smith, Esq., Shipman & Goodwin LLP CPH Engineers, Inc., A. Carpenter, P.E. - 2 - 1 PROPERTY OWNERS ABUTTING SUBJECT PROPERTIES 22 WHEELER ROAD, SOUTH WINDSOR, 29 7 AND 367 SMITH STREET, SOUTH WINDSOR AND 1524 PLEASANT VALLEY ROAD, MANCHESTER SOURCE: TOWN OF SOUTH WINDSOR AND MANCHESTER ASSESSOR'S RECORDS AS OF NOVEMBER 20, 2008 MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 17/25/6 KF Properties LLC KF Properties LLC .58 Ac. 178 Wheeler Road 175 Wheeler Road South Windsor, CT 06074 South Windsor, CT 06074 17/l/1 KF Properties LLC KF Properties LLC .73 Ac. 175 Wheeler Road 175 Wheeler Road South Windsor, CT 06074 South Windsor, CT 06074 17/l/1 KF Properties LLC KF Properties LLC 0.00 Ac. 175 A Wheeler Road 175 Wheeler Road South Windsor, CT 06074 South Windsor, CT 06074 17/3 Margaret R. French Margaret R. French 3.10 Ac. 198 Smith Street 198 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 17/4 Scott& Beverly A. Antosik Scott&Beverly A. Antosik .53 Ac. 216 Smith Street 216 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 17/5 Aaron L. &Karen Johnson Aaron L. &Karen Johnson .77 Ac. 236 Smith Street 236 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 17/6 Frank M. Parisi& Christina Parisi Frank M.Parisi &Christina Parisi 4.14 Ac. 250 Smith Street 250 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 17/7 Evergreen Walk LLC Evergreen Walk LLC 3.31 Ac. 260 Smith Street c/o L. Rubinow South Windsor, CT 06074 555 Main Street Manchester, CT 06040 17/8 Robert &Ewa Rozwadowski Robert &Ewa Rozwadowski 1.10 Ac. 274 Smith Street 274 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 17/9 Lorraine M. White Lorraine M. White 2.30 Ac. 302 Smith Street 302 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 i MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 17/12D Vincent &Diane Colavecchio Vincent &Diane Colavecchio .97 Ac. 331 Smith Street 331 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 17/13A Beth G. &Robert J. Pulford Beth G. &Robert J. Pulford .91 Ac. 307 Smith Street 307 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 17/14C Theodore &Betty C. Gill Theodore &Betty C. Gill .96 Ac. 319 Smith Street 319 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 17/15E Wayne C. &Norene R. Kilburn Wayne C. &Norene R. Kilburn .95 Ac. 291 Smith Street 291 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 17/16 Downeast Associates Limited Downeast Associates Limited 6.8 Ac. Partnership Partnership 2 Smith Street c/o RE Tax Department South Windsor, CT 06074 P.O. Box 6120 Indianapolis, IN 46206-6120 17/17 Downeast Associates Ltd. Downeast Associates Ltd Partnership 46.25 Ac. Partnership c/o RE Tax Department 22 Wheeler Road P.O. Box 6120 South Windsor, CT 06074 Indianapolis, IN 46206-6120 17/18 Town of South Windsor Town of South Windsor 3.00 Ac. 67A Pleasant Valley Road 1540 Sullivan Avenue South Windsor, CT 06074 South Windsor, CT 06074 17/19 Edward J. &Isabel J. K. Bride Edward J. &Isabel J. K. Bride .09 Ac. c/o James E. Bride, Trustee c/o James E. Bride, Trustee 67 Pleasant Valley Road 378 Windsor Street South Windsor, CT 06074 Manchester, CT 06040 27/15 Evergreen Walk LLC Evergreen Walk LLC 171.30 Ac. 151 Buckland Road c/o Laurence P. Rubinow, Esq. South Windsor, CT 06074 555 Main Street Manchester, CT 06040 27/15 Evergreen Medical Associates Evergreen Medical Associates LLC 4.12 Ac. LLC c/o The Caste Corporation 2800 Tamarack Avenue 200 Fisher Drive South Windsor, CT 06074 Avon, CT 06001 27/15/100 Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 3.53 Ac. LLC 6410 Poplar Avenue Ste. 850 101 Evergreen Way Memphis, TN 38119 South Windsor, CT 06074 - 2 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 27/15/200 Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 5.02 Ac. LLC 6410 Poplar Avenue Ste. 850 201 Evergreen Way Memphis, TN 38119 South Windsor, CT 06074 27/15/300 Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 4.52 Ac. LLC Suites #300 401 Evergreen Way 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 Memphis, TN 38119 27/15/3OOA Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC .30 Ac. LLC Suites 300A 301 Evergreen Way 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 Memphis, TN 38119 27/15/400 Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 3.51 Ac. LLC Suites #400 501 Evergreen Way 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 Memphis, TN 38119 27/15/500A Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 1.43 Ac. LLC Suites #500A 601 Evergreen Way 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 Memphis, TN 38119 27/15/500B Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 4.57 Ac. LLC Suites#500B & 500C 801 Evergreen Way 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 Memphis, TN 38119 27/15/500D Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 4.44 Ac. LLC Suites 500D 800 Evergreen Way 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 Memphis, TN 38119 27/15/500E Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 1.18 Ac. LLC Suites 500E 100 Hemlock Avenue 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 Memphis, TN 38119 27/15/600 Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 4.62 Ac. LLC Suites#600 500 Evergreen Way 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 Memphis, TN 38119 27/15/700 Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 5.08 Ac. LLC Suites #700 400 Evergreen Way 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 Memphis, TN 38119 27/15/800A Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 2.80 Ac. LLC Suites #800A 300 Evergreen Way 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 1 Memphis, TN 38119 - 3 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 27/15/800B Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 6.31 Ac. LLC Suites#800B 200 Evergreen Way 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 Memphis, TN 38119 27/15/800C Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 1.43 Ac. LLC Suites #800C 100 Evergreen Way 6410 Poplar Avenue Ste. 850 South Windsor, CT 06074 Memphis, TN 38119 27/15/Unit 2 Evergreen Walk Lifestyle Center Evergreen Walk Lifestyle Center LLC 0 Ac. LLC 6410 Poplar Avenue Ste. 850 Evergreen Way Memphis, TN 3 8119 South Windsor, CT 06074 27/15 UT10 Evergreen Walk LLC Evergreen Walk LLC 100 Cedar Avenue c/o Laurence Rubinow South Windsor, CT 06074 555 Main Street Manchester, CT 06040 18/8 Leonard Scott Leonard Scott .43 Ac. 1 Buckland Road 110 Lavender Lane South Windsor, CT 06074 Rocky Hill, CT 06067 18/11 Leonard Scott Leonard Scott .46 Ac. 395 Smith Street 110 Lavender Lane South Windsor, CT 06074 Rocky Hill, CT 06067 18/12/4 Richard&Irene Gancarz Richard&Irene Gancarz .67 Ac. 383 Smith Street 383 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 18/13/3 Willard & Claire Dufour Willard & Claire Dufour .66 Ac. 377 Smith Street 377 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 18/14/2 Downeast Associates Ltd Partners Downeast Associates Ltd Partners .95 Ac. 367 Smith Street c/o RE Tax Department South Windsor, CT 06074 P.O. Box 6120 Indianapolis, IN 46206-6120 18/15/1 Emil J. & Lucille Boutin Emil J. & Lucille Boutin .94 Ac. 357 Smith Street 357 Smith Street South Windsor, CT 06074 South Windsor, CT 06074 18/16 Downeast Associates Limited Downeast Associates Limited 2.70 Ac. Partnership Partnership 7 Smith Street c/o RE Tax Department South Windsor, CT 06074 P.O. Box 6120 Indianapolis, IN 46206-6120 18/17 Gene N. Beaupre Gene N. Beaupre .49 Ac. 345 Smith Street 345 Smith Street South Windsor, CT 06074 South Windsor, CT 0607.4 - 4 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 17/21 Pleasant Hills Assoc. Pleasant Hills Assoc. 0 Ac. Arthur Drive Ref. Only 124 Units. 25.43 Ac. South Windsor, CT 06074 Condos South Windsor, CT 06074 17/21/101 Michael J. &Barbara A. Witnok Michael J. &Barbara A. Witnok 0 Ac. 101 Foncine Lane 101 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/102 Mary Beth Stelzer Mary Beth Stelzer 0 Ac. 102 Foncine Lane 102 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/103 Helen Beth Cameron Helen Beth Cameron 0 Ac. 103 Foncine Lane 103 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/104 Kerry J. Murphy Kerry J. Murphy 0 Ac. (f/k/a Kerry Jewett) (Fk/a Kerry Jewett) 1-4 Foncine Lane 1-4 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/201 Rudolph A. & Cecilia M. Persico Rudolph A. & Cecilia M. Persico 0 Ac. 201 Foncine Lane 201 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/202 Virginia L. Bousfield Virginia L. Bousfield 0 Ac. JP Bousfield, Jr. JP Bousfield, Jr. JA Bousfield JA Bousfield 202 Foncine Lane 2-2 Foncine Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/203 William D. &Valerie E. Dawson William D. &Valerie E. Dawson 0 Ac. 203 Foncine Lane 203 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/204 Lisa M. Penfield Lisa M. Penfield 0 Ac. 204 Foncine Lane 2-04 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/205 Janet E. Theriault Janet E. Theriault 0 Ac. 205 Foncine Lane 2-5 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/301 Donald A. &Frances M. Severson Donald A. & Frances M. Severson 0 Ac. 301 Foncine Lane 301 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/302 Jean Marc Jacques Jean Marc Jacques 0 Ac. 302 Foncine Lane 658 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 17/21/303 Jean Marc Jacques Jean Marc Jacques 0 Ac. 303 Foncine Lane 658 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 - 5 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 17/21/304 Samuel K. Anyatonwa Samuel K. Anyatonwa 0 Ac. 304 Foncine Lane 304 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/305 Marion A. Coon Marion A. Coon 0 Ac. 305 Foncine Lane 96 Rugby Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/401 Jay E. Bigman Jay E. Bigman 0 Ac. 4-1 Foncine Lane 4-1 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/402 Ellen Choy Ellen Choy 0 Ac. 402 Foncine Lane 4-2 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/403 Mujibur Rahman Mohammed Ali Mujibur Rahman Mohammed Ali 0 Ac. Jinnah Jinnah 403 Foncine Lane 4-3 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/404 Grace L. Shuman Grace L. Shuman 0 Ac. 404 Foncine Lane 404 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/405 Roseann Williams Roseann Williams 0 Ac. 405 Foncine Lane 405 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/501 Colleen M. Welch Colleen M. Welch 0 Ac. 501 Foncine Lane 5-1 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/502 Subrat Roychoudhary&Ruma Subrat Roychoudhary&Ruma Ghosh 0 Ac. Ghosh 5-2 Foncine Lane 502 Foncine Lane South Windsor,CT 06074 South Windsor, CT 06074 17/21/503 Michel J. & Luce T. Gilbert Michel J. &Luce T. Gilbert 0 Ac. 503 Foncine Lane 23 Gilbert Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/504 Thomas P. Thalody Thomas P. Thalody 0 Ac. 504 Foncine Lane 5-4 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/505 John D. Pozezanac John D. Pozezanac 0 Ac. 505 Foncine Lane 505 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/506 Jesse Breither &Emily Tuber Jesse Breither &Emily Tuber 0 Ac. 506 Foncine Lane 5-06 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 - 6 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 17/21/601 Jean Marc Jacques Jean Marc Jacques 0 Ac. 601 Foncine Lane 658 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 17/21/602 Bonnie C. Mangan Bonnie C. Mangan 0 Ac. 602 Foncine Lane 6-2 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/603 Shirley E. Breuer Shirley E. Breuer 0 Ac. 603 Foncine Lane 603 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/604 Elizabeth M. Avedisian Elizabeth M. Avedisian 0 Ac. 604 Foncine Lane 604 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/701 Geoffrey A. Mullen Geoffrey A. Mullen 0 Ac. 701 Foncine Lane 701 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/702 Albina R. Salvador Albina R. Salvador 0 Ac. 702 Foncine Lane 7-02 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/703 Barry A. &Judith A. Elliott Barry A. &Judith A. Elliott 0 Ac. 703 Foncine Lane 7-3 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/704 Alfred B. &Marie T. Tychsen Alfred B. &Marie T. Tychsen 0 Ac. 704 Foncine Lane 26 Red Clover Circle South Windsor, CT 06074 Middletown, CT 06457 17/21/705 Loren Bruce Sneider Loren Bruce Sneider 0 Ac. 705 Foncine Lane 705 Foncine Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/801 Joyce M. &Alan G. Garcia Joyce M. &Alan G. Garcia 0 Ac. 801 Arthur Drive 801 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/802 Carmen M. Garcia Carmen M. Garcia 0 Ac. 802 Arthur Drive 802 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/803 John Gawel John Gawel 0 Ac. 803 Arthur Drive 803 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/804 Nicole Christie Nicole Christie 0 Ac. 804 Arthur Drive 804 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/805 Karen Alleano Karen Alleano 0 Ac. 805 Arthur Drive 8-5 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 - 7 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 17/21/806 Geraldine S. Dubiel Geraldine S. Dubiel 0 Ac. 806 Arthur Drive 8-6 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/901 Arlene J. Cyr Arlene J. Cyr 0 Ac. 901 Arthur Drive 9-1 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/902 Eileen M. Coyne Eileen M. Coyne 0 Ac. 902 Arthur Drive 29 Pioneer Drive South Windsor, CT 06074 Avon, CT 06001 17/21/903 Kathleen G. Mitchell Kathleen G. Mitchell 0 Ac. 903 Arthur Drive 772 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 17/21/904 Grace C. & John A. Reale Grace C. &John A. Reale 0 Ac. 904 Arthur Drive 9 4 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/905 James T. Kerwin James T. Kerwin 0 Ac. 905 Arthur Drive 905 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/906 Lawrence J. Barile Lawrence J. Barile 0 Ac. 906 Arthur Drive 906 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1001 Milda K. Riggs Milda K. Riggs 0 Ac. 1001 Arthur Drive 1001 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1002 Birute S. Pellerin, Trustee Birute S. Pellerin, Trustee 0 Ac. 1002 Arthur Drive 1002 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1003 Patricia Walsh Patricia Walsh 0 Ac. 1003 Arthur Drive 1003 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1004 Kathleen Stroh Kathleen Stroh 0 Ac. 1004 Arthur Drive 1004 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1005 Nancy C. Coughlin Nancy C. Coughlin 0 Ac. 1005 Arthur Drive 1005 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1101 Mark E. Slowick Mark E. Slowick 0 Ac. 1101 Arthur Drive 11-1 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1102 Sandra M. Bonk Sandra M. Bonk 0 Ac. 1102 Arthur Drive 1102 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 - 8 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 17/21/1103 Mengju Bunch Mengju Bunch 0 Ac. 1103 Arthur Drive 1103 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1104 Eddy N. &Donna M. Huppe Eddy N. & Donna M. Huppe 0 Ac. 1104 Arthur Drive 36 Wedgewood Lane South Windsor, CT 06074 South Windsor, CT 06074 17/21/1105 John J. Parasiliti &Barbara Ratell John J. Parasiliti &Barbara Ratell 0 Ac. 1105 Arthur Drive 1105 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1201 Ralph A. Lindsay Ralph A. Lindsay 0 Ac. 1201 Arthur Drive 1201 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1202 Deborah M. Palmer Deborah M. Palmer 0 Ac. 1202 Arthur Drive 1202 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1203 Syed S. Ali Syed S. Ali 0 Ac. 1203 Arthur Drive 1203 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1204 Arthur Drive Limited Partnership Arthur Drive Limited Partnership 0 Ac. 1204 Arthur Drive 1204 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1301 Philip J. Resendes Philip J. Resendes 0 Ac. 1301 Arthur Drive 1301 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1302 Lien Thi Phan Lien Thi Phan 0 Ac. 1302 Arthur Drive 1302 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1303 Frank A. Blish Frank A. Blish 0 Ac. 1303 Arthur Drive 1303 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1401 Emad O. Ismail Emad O. Ismail 0 Ac. 1401 Arthur Drive 1401 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1402 Doreen A. Rogers Doreen A. Rogers 0 Ac. 1402 Arthur Drive 1402 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1403 Melissa D. Cusanelli Melissa D. Cusanelli 0 Ac. 1403 Arthur Drive 1403 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1404 John E. &Deborah F. Griswold John E. &Deborah F. Griswold 0 Ac. 1404 Arthur Drive 1404 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 - 9 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 17/21/1405 Warren H. Walsh Sr. & Warren H. Walsh, Sr. & Joan F. Walsh Joan F. Walsh 14-5 Arthur Drive 14-5 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1501 Peter J. Embriano Peter J. Embriano 1501 Arthur Drive 15-1 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1502 Patricia P. Krawski Patricia P. Krawski 0 Ac. 1502 Arthur Drive 1502 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1503 Bharani Atluri & Deepta Siddapu Bharani Atluri &Deepta Siddapu 0 Ac. 1503 Arthur Drive 1503 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1504 G. Thomas Krivickas G. Thomas Krivickas 0 Ac. 1504 Arthur Drive 15-4 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1505 Frank & Shirley L. Schiumo Frank& Shirley L. Schiumo 0 Ac. 1505 Arthur Drive 15-5 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1601 Noreen Arao Noreen Arao 0 Ac. Phyllis Benvenuto Phyllis Benvenuto 1601 Arthur Drive 1601 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1602 Mitchell A. Bielenda Mitchell A. Bielenda 0 Ac. 1602 Arthur Drive 1602 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1603 Zoraida Roldos Zoraida Roldos 0 Ac. 1603 Arthur Drive 1603 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1604 Roger H. Luet Roger H. Luet 0 Ac. 1604 Arthur Drive 1604 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1605 Karen A. Sullivan Karen A. Sullivan 0 Ac. 1605 Arthur Drive 1605 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1701 Paul A. &Judith Sartor Paul A. & Judith Sartor 0 Ac. 1701 Arthur Drive 1701 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1702 Joanna H. Moon Joanna H. Moon 0 Ac. 1702 Arthur Drive 1702 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 - 10 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 17/21/1703 Charles M. Ward Charles M. Ward 0 Ac. 1703 Arthur Drive 100 Lavender Lane South Windsor, CT 06074 Rocky Hill, CT 06067 17/21/1704 Adrien K. Adam, III & Adrien K. Adam, III & 0 Ac. Carol A. Adam Carol A. Adam 1704 Arthur Drive 1704 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1705 Joanne Hornat Cotter Joanne Hornat Cotter 0 Ac. 1705 Arthur Drive 1705 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1801 Rosemary Simao Rosemary Simao 0 Ac. 1801 Arthur Drive 18-1 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1802 David J. &Maria Carroll David J. &Maria Carroll 0 Ac. 1802 Arthur Drive 1802 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1803 Adeline P. Urso Adeline P. Urso 0 Ac. 1803 Arthur Drive 17 Day Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1804 Michelle Armentano Michelle Armentano 0 Ac. 1804 Arthur Drive 1804 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1805 Flaine P. Pelletier Flaine P. Pelletier 0 Ac. 1805 Arthur Drive 1805 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1901 Lorrie B. & Carl P. Rankin Lorrie B. & Carl P. Rankin 0 Ac. 1901 Arthur Drive 19-1 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1902 Robert S. Smith Robert S. Smith 0 Ac. 1902 Arthur Drive 19-2 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1903 Peter A. Holowesko Peter A. Holowesko 0 Ac. 1903 Arthur Drive 19-3 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1904 Cecelia M. Johnston Cecelia M. Johnston 0 Ac. 1904 Arthur Drive 19-4 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/1905 Deborah A. Bellody Deborah A. Bellody 0 Ac. 1905 Arthur Drive 1905 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2001 Jean Marc & Murielle Jacques Jean Marc &Murielle Jacques 0 Ac. 2001 Arthur Drive 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 - 11 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME & MAILING ADDRESS ACREAGE 17/21/2002 Clifford A. &Bella S. Schwanke Clifford A. & Bella S. Schwanke 0 Ac. 2002 Arthur Drive 20-2 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2003 Theodore W. &Elizabeth Milek Theodore W. &Elizabeth Milek 0 Ac. 2003 Arthur Drive 2003 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2101 Anne-Marie Costello Anne-Marie Costello 0 Ac. 2101 Arthur Drive 2101 Arthur Drive South Windsor,-CT 06074 South Windsor, CT 06074 17/21/2102 William Zanawich William Zanawich 0 Ac. 21-2 Arthur Drive 21-2 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2103 Karen L. McDonald Karen L. McDonald 0 Ac. 2103 Arthur Drive 21-3 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2104 Jeannine D. Richard Jeannine D. Richard 0 Ac. 2104 Arthur Drive 21-4 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2105 Rebecca J. Tighe Rebecca J. Tighe 0 Ac. 2105 Arthur Drive 2105 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2106 Muriel Jacques Muriel Jacques 0 Ac. 2106 Arthur Drive P.O. Box 1042 South Windsor, CT 06074 South Windsor, CT 06074 17/21/2201 David H. Ingraham David H. Ingraham 0 Ac. 2201 Arthur Drive 22-1 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2202 Fernande G. Laramee Fernande G. Laramee 0 Ac. 2202 Arthur Drive 22-2 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2203 Wesley R. Lisee Wesley R. Lisee 0 Ac. 2203 Arthur Drive 2203 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2004 Philip L. Vachon Philip L. Vachon 0 Ac. Linda Almeida, et al. Linda Almeida, et al. 2204 Arthur Drive 62 Grant Road South Windsor, CT 06074 Manchester, CT 06040 17/21/2205 Jackie A. Krajewski Jackie A. Krajewski 0 Ac. 2205 Arthur Drive 22-5 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2206 Guy R. Laramee Guy R. Laramee 0 Ac. 2206 Arthur Drive 22-6 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 - 12 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME & MAILING ADDRESS ACREAGE 17/21/2301 Carolyn A. Monaco Carolyn A. Monaco 0 Ac. 2301 Arthur Drive 23-1 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2302 Jean Marc Jacques Jean Marc Jacques 0 Ac. 2302 Arthur Drive 658 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 17/21/2303 William F. Katzer William F. Katzer 0 Ac. 2303 Arthur Drive 2303 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2304 Karen L. Warren Karen L. Warren 0 Ac. 2304 Arthur Drive 23-4 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2305 Kathleen M. Feltz Kathleen M. Feltz 0 Ac. 2305 Arthur Drive 2305 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2401 Russel G. Soper& Russel G. Soper& 0 Ac. Deana S. Phillips-Soper Deana S. Phillips-Soper 2401 Arthur Drive 24-1 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2402 Robert A. Charanjan Robert A. Charanjan 0 Ac. 2402 Arthur Drive 24-2 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2403 Francis M. Palma, Jr. & Francis M. Palma, Jr. & 0 Ac. Suzanne W. Shea Suzanne W. Shea 2403 Arthur Drive 24-3 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2404 Satheesh B. Parachoor & Satheesh V. Parachoor& 0 Ac. Uma Rani Madhusudana Uma Rani Madhusudana 2404 Arthur Drive 24-4 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2405 Carol M. Klock Carol M. Klock O. Ac. 2405 Arthur Drive 24-5 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2406 Allen D. Walker Allen D. Walker 0 Ac. 2406 Arthur Drive 2406 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2501 Shirley F. Leich Shirley F. Leich 0 Ac. 2501 Arthur Drive 2501 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2502 Janice E. Favreau Janice E. Favreau 0 Ac. 2502 Arthur Drive 2502 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 - 13 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME & MAILING ADDRESS ACREAGE 17/21/2503 Hyok T. & Young J. Kwon Hyok T. & Young J. Kwon 0 Ac. 2503 Arthur Drive 2503 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2504 Anne Merritt Anne Merritt 0 Ac. 2504 Arthur Drive 25-4 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 17/21/2505 Cheryl L. Smith Cheryl L. Smith 0 Ac. 2505 Arthur Drive 25-5 Arthur Drive South Windsor, CT 06074 South Windsor, CT 06074 16/19 Brookside Assoc. Brookside Assoc. 0 Ac. Condos Ref Only 71 Units.20.26 Ac. Ivy Lane Condos South Windsor, CT 06074 Ivy Lane South Windsor, CT 06074 16/19/101 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 11 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 6/19/102 Ann Merwin Ann Merwin 0 Ac. 12 Ivy Lane 12 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/103 Joseph Sgrignari Joseph Sgrignari 0 Ac. 13 Ivy Lane 13 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/104 Paul A. Dionne Paul A. Dionne 0 Ac. 14 Ivy Lane 14 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/105 Fabio P. Bertolotti Fabio P. Bertolotti 0 Ac. 15 Ivy Lane 15 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/106 John P. Young, Jr. & John P. Young, Jr. & 0 Ac. Mary H. Young Mary H. Young 16 Ivy Lane 16 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/107 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 17 Ivy Road 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/108 Barbara B. Blinn Barbara B. Blinn 0 Ac. 18 Ivy Lane 18 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/201 Kathryn E. Long Kathryn E. Long 0 Ac. 21 Ivy Lane 21 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 - 14 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 16/19/202 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 22 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/203 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 23 Ivy Lane 23 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/204 Michael Lyke Michael Lyke 0 Ac. 24 Ivy Lane 24 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/205 Robert A. &Katherine L. Robert A. &Katherine L. Desmond 0 Ac. Desmond 25 Ivy Lane 25 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/206 Angela Watters Angela Watters 0 Ac. 26 Ivy Lane 168 Belltown Road#35 South Windsor, CT 06074 Stamford, CT 06905 16/19/207 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 27 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/208 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 28 Ivy Lane 28 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/301 Kelly A. O'Connell &David Kelly A. O'Connell&David Taylor 0 Ac. Taylor 31 Ivy Lane 31 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/302 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 32 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/304 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 34 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/305 Norman J. &Darlene S. Chenard Norman J. & Darlene S. Chenard 0 Ac. 35 Ivy Lane 35 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/306 Tatyana Goldberg Tatyana Goldberg 0 Ac. 36 Ivy Lane 36 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/307 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 37 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 - 15 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 16/19/308 Ralph&Annette C. Aranto Ralph &Annette C. Aranto 0 Ac. 38 Ivy Lane 38 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/401 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 41 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/402 Jane H. Bickford Jane H. Bickford 0 Ac. 42 Ivy Lane 42 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/403 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 43 Ivy Lane 42 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/501 Sue A. West Sue A. West 0 Ac. 51 Ivy Lane 42 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/502 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 52 Ivy Lane 42 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/503 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 53 Ivy Lane 42 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/504 Maurice Huppe Maurice Huppe 0 Ac. 54 Ivy Lane 173 Natsisky Farms South Windsor, CT 06074 South Windsor, CT 06074 16/19/601 Muriel M. Jacques Muriel M. Jacques 0 Ac. 61 Ivy Lane P.O. Box 1042 South Windsor, CT 06074 South Windsor, CT 06074 16/19/602 Raymond P. &Meagan Harkins Raymond P. & Meagan Harkins 0 Ac. 62 Ivy Lane 62 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/603 Linda M. & Diane M. Clavette Linda M. &Diane M. Clavette 0 Ac 63 Ivy Lane 63 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/604 Ann Kralik Ann Kralik 0 Ac. 64 Ivy Lane 64 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/701 Gilman A. &Eugena M. Fournier Gilman A. &Eugena M. Fournier 0 Ac. 71 Ivy Lane 71 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/702 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 72 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 - 16 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME & MAILING ADDRESS ACREAGE 16/19/703 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 73 Ivy Lane 73 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/704 Adam J. Kowalski, Jr. & Adam J. Kowalski, Jr. & 0 Ac. Anne M. Kowalski Anne M. Kowalski 74 Ivy Lane 74 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/801 Peter G. Austin Peter G. Austin 0 Ac. 81 Ivy Lane 81 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/802 Richard A. &Elaine M. Hebbe Richard A. &Elaine M. Hebbe 0 Ac. 82 Ivy Lane 82 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/803 Victor R. Goldstein Victor R. Goldstein 0 Ac. 83 Ivy Lane 83 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/804 Rita A. Bolduc Rita A. Bolduc 0 Ac. 84 Ivy Lane 84 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/901 Rose R. Zitani Rose R. Zitani 0 Ac. 91 Ivy Lane 91 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/902 Jeffrey A. Butler Jeffrey A. Butler 0 Ac. 92 Ivy Lane 92 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/903 Arlene M. Melgey Arlene M. Melgey 0 Ac. 93 Ivy Lane 93 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/904 Peter B. Villano & Peter B. Villano & 0 Ac. Ann Villano Ann Villano 94 Ivy Lane 94 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1001 Darlene Miller Darlene Miller 0 Ac. 101 Ivy Lane 101 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1002 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 102 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/1003 Sharon M. Szestakow Sharon M. Szestakow 0 Ac. 103 Ivy Lane 103 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 - 17 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 16/19/1004 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 104 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/1005 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 105 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/1006 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 106 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/1007 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 107 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074' 16/19/1008 Lowell Michael Marshall Lowell Michael Marshall 0 Ac. 108 Ivy Lane 108 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1101 Jason Miller Jason Miller 0 Ac. 111 Ivy Lane 111 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1102 Hugh Lakshman Hugh Lakshman 0 Ac. 112 Ivy Lane 112 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1103 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 113 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/1104 Richard E. Merritt Richard E. Merritt 0 Ac. 114 Ivy Lane 114 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1105 Roger Jacques Roger Jacques 0 Ac. 115 Ivy Lane 13 O St. Marc Circle South Windsor, CT 06074 South Windsor, CT 06074 16/19/1106 Julie J. Veilleux Julie J. Veilleux 0 Ac. 116 Ivy Lane 116 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1107 Stephen T. Sonnone Stephen T. Sonnone 0 Ac. 117 Ivy Lane 117 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1108 Gregory S. Sheehan Gregory S. Sheehan 0 Ac. 118 Ivy Lane 118 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1201 Anna Thereault Anna Thereault 0 Ac. 121 Ivy Lane 121 Ivy Lane South Windsor,CT 06074 South Windsor, CT 06074 - 18 - MAP/BLOCK/LOT NAME & STREET PROPERTY NAME &MAILING ADDRESS ACREAGE 16/19/1202 Quilaron Realty LLC Quilaron Realty LLC 0 Ac. 122 Ivy Lane P.O. Box 865 South Windsor, CT 06074 Glastonbury, CT 06033 16/19/1203 Willliam P. Borgen& Yiki Yiu William P. Borgen& Yiki Yiu 0 Ac. 123 Ivy Lane 123 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1204 Anneliis Kuusik Anneliis Kuusik 0 Ac. 124 Ivy Lane 32 Sugar Bush Lane South Windsor, CT 06074 Tolland, CT 06084 16/19/1205 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 125 Ivy Lane 626 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 16/19/1206 Pleasant Valley Realty Pleasant Valley Realty 0 Ac. 126 Ivy Lane 126 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1207 Katherine N. Sole Katherine N. Sole 0 Ac. 127 Ivy Lane 127 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 16/19/1208 Margaret Vendetta Margaret Vendetta 0 Ac. 128 Ivy Lane 128 Ivy Lane South Windsor, CT 06074 South Windsor, CT 06074 12/6070/341 Town of Manchester Town of Manchester 5.90 Ac. 341 Windsor Street 41 Center Street Manchester, CT 06042 Manchester, CT 06040 026/4585/1432 Palmetto Hospitality of Palmetto Hospitality of Manchester Manchester LLC LLC 1432 Pleasant Valley Road 340 East Main Street, Suite 300 Manchester, CT 06042 Spartanburg, SC 29302 26/4585/1524 Plaza at Buckland Hills LLC Plaza at Buckland Hills LLC 36.51 Ac. 1524 Pleasant Valley Road P.O. Box 6120 Manchester, CT 06042 Indianapolis, IN 46204 26/800/358 Scott Leonard Scott Leonard .31 Ac. 358 Buckland Street 110 Lavender Lane Manchester, CT 06042 Rocky Hill, CT 06067 526672 v.01 - 19 - Page 1 of 1 Banach, Marcia From: carol driscoll [carol.driscoll@cox.net] Sent: Sunday, January 20, 2008 2:36 PM - To: Banach, Marcia Subject: Wal Mart-Opposition Importance: High Please make it known to all members of PZC that I oppose any consideration to allow Wal Mart in South Windsor. I live on Austin Circle in South Windsor, a small residential neighborhood, and I work when council is in session-hence the email. Please explain why having Wal Mart in South Windsor is logical? If the response mentions tax relief for residents, then to me it is false because I have not seen any tax relief with the comming the Shops at Evergreen. What I have seen is increase noise, garbage, light pollution, and the rape of mother nature with all its wildlife. Yes, these are harsh words(not personal)but to convey with all vigor that there is a vanishing quality of life for my neighborhood. Many of my neighbors told me not to bother contacting the PZC or anyone else in municipal government because 'they and Wal Mart will get their way no matter what residents say'. I know money talks and that is how decisions get made(Wal Mart has the power of money)but is there no conscience, no sense of fairness or even doing what is in the interest of the majority of the people by our town officials? Wal Mart and Sam's Club already exist in Manchester;why leave those buildings as vacant big boxes and tear up the land again but in a difference place which is only a mile away? To me such action reinforces my previous statements. Why allow more building when there are many empty buildings?When is all this greed going to stop? There is no benefit for residents in South Windsor, except more traffic and less quality of life. The council is our only hope to stop Wal Mart developing in South Windsor. Carol M. Driscoll 1/22/2008 RECy rF.;y January 8, 2008 FEB 0 12008 SOUTH WINDSOR PLANNING DEPT. Planning and Zoning Commission, A recent article in the Journal Inquirer has raised some concerns regarding the property owned by Simon Group on Wheeler St. and Pleasant Valley. The news that Walmart and Sams have been looking at this piece of property has concerned the Redfield residents and the condo residents of Pleasant Valley. First of all this property has divided and given us privacy from all of the business in the Buckland area. Beyond the Buckland Plaza traffic flows smoothly into one lane on Pleasant Valley Road. If Walmart and Sams is allowed to build we will see: -big box business -heavy flow of traffic both with cars and trucks onto streets that can no longer handle single lanes -new routes for trucks will come from 91 to 291 to Tolland exit and proceed through residential areas -increase in already congested area of Buckland area -heavy traffic on Buckland Exit -increase in traffic turning from Buckland Road onto Pleasant Valley Road -safety for our children who have bus routes on Smith Street, Wheeler Road and Pleasant Valley Road -increase in crime in this area -decrease in property values Please consider all of the above before allowing this to take place. Looking at an alternative area in South Windsor along Sullivan Avenue and Route 5 may be a better idea. Sincer Residents of Redfiel\ �r�R-, vQs ��� >r�� January 8, 2008 FEB 0 1?008 Planning and Zoning Commission, SOUTH WNDSOR:PiANN(NGDEpr A recent article in the Journal Inquirer has raised some concerns regarding the property owned by Simon Group on Wheeler St. and Pleasant Valley. The news that Walmart and Sams have been looking at this piece of property has concerned the Redfield residents and the condo residents of Pleasant Valley. First of all this property has divided and given us privacy from all of the business in the Buckland area. Beyond the Buckland Plaza traffic flows smoothly into one lane on Pleasant Valley Road. If Walmart and Sams is allowed to build we will see: -big box business -heavy flow of traffic both with cars and trucks onto streets that can.no longer handle single lanes -new routes for trucks will come from 91 to 291 to Tolland exit and proceed through residential areas -increase in already congested area of Buckland area -heavy traffic on Buckland Exit -increase in traffic turning from Buckland Road onto Pleasant Valley Road -safety for our children who have bus routes on Smith Street, Wheeler Road and Pleasant Valley Road -increase in crime in this area -decrease in property values Please consider all of the above before allowing this to take place. Looking at an alternative area in South Windsor along Sullivan Avenue and Route 5 may be a better idea. Sincer Residents of Redfiel 0 RECEIVED F"" � aO JAN 10 2008 SOUTH WINDSOR PLANNING DEPT. ose, 7L e-- 'm v iQff(ffs Co 0 cf c S � � � 'e- t- S 0 0 z 0 t c- �0 (t-ppo t-+- S lriC2. ��j2� af--e ce- Qr 5 ! h CeAle- S L J Mr&Mrs Artesti Nova soud,Windsor,Cr 06074-3674 Town o �ancfiester LOUISA.SPADACCIM MAYOR f MATPHEWB.PEAK,DEPUTYMAYOR �c n CHERIA.PELLETTER,SECRETARY z ®�• _ 41 Center Street-P.O.Box 191 Manchester, Connecticut 06045-0191 DIRECTI�Rs ® a JEFFREYA.BECKMAN www.ci.manchester.ct.us MICHAEL Cr FARINA RUDOLPHC.KISSMANN RECEIVED LISAP.ONEILL SCOTTSIIAEY,GENERAL MANAGER MARK TWVGDIE NL KEVINL.ZINLER SEP 2 9 2008 CERTIFIED MAIL(RRR) SWiN WESOR PLANNING DEPT, September 23, 2008 Ms. Gretchen Bickford, Town Clerk Town of South Windsor. Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Re: Notification of Applications Received by the Town of Manchester Planning and Zoning Commission Dear Ms. Bickford: The Town of Manchester Planning and Zoning Commission hereby notifies the Town Clerk for the Town of South Windsor by certified mail of the following pending application: Wal-Mart Real Estate Business Trust(W-137) Zoning Regulation Amendments at Article II Section 8.03.24 and Table 11 9-1 Request to amend zoning regulations to allow gasoline service stations as a permitted use in the Comprehensive Urban Development Zone This application is available for review in this office at the Lincoln Center building,494 Main Street, 2°d floor, and may be viewed by the public Monday through Friday- 8:30 A.M. to 4:30 P.M. For your information I am forwarding a copy of this letter along with the application form to Marcia Banach, South Windsor Town Planner. If you have any questions please contact me at 647-3046. Sincerely, Renata Bertotti Senior Planner RB/s �gA B cc: s. Marcia Banach, Town Planner(w/encl.) �C� C, RAPLANNINO\PMFORMS\CERT FIED SHELLS\TOWNS\S-WINDSR.TC.DOC An Equal Opportunity Employer •�Qh�'IlESCCYi�•� Y �^ P SHIPMAN &GOODWINLLP. COUNSELORS AT LAW REGE'v5D Christopher J. Smith o Phone: (860)251-5606 Fax: (860)251-5318 O WO001. cismith(q),goodwin.com June 9, 2009 Facsimile and Regular Mail Planning and Zoning Commission Of the Town of South Windsor Attn: Marcia A. Banach, Director of Planning 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application.for General Plan of Development ("Application"), pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut ("Regulations"), to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut (collectively, "subject property"). Application submitted by the owner of subject property, Downeast Associates Limited Partnership ("Downeast"). Dear Chairperson Kennedy and Members of the Commission: Please be advised that the undersigned represents the owner/applicant Downeast with regard to the above-referenced Application for approval of a proposed General Plan of Development, as provided by Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor ("Regulations"). Downeast is the owner of the property that is the subject of this Application. As previously represented to the Commission, based upon the Commission's recent approval of Downeast's petition for zone text amendment on March 24, 2009, Downeast respectfully withdraws the above-referenced Application. ONE CONSTITUTION PLAZA HARTFORD,CONNECTICUT 06103-1919 860-251-5000 WWW.SHIPMANGOODWIN.COM If you have any questions, please do not hesitate to call the undersigned. On behalf of Downeast and myself, we thank the Commission for your cooperation and assistance concerning this matter. VeryAgent iandttoirney it h for Downeast Associates Limited Partnership cc: Downeast Associates Limited Partnership 539673 v.01 S1 - 2 - JUN, 9. 2009 4: 11PM SHIPMAN&GOODWIN LLC NO. 8916 P. 2 A� SHIPMAN s GOODWINLLP. COUNSELORS AT LAW Christopher J.Smith Phone:(860)251-5606 Fax:(860)251-5318 cismlith0goodwin.aom June 9, 2009 Facsimile and Regular Mail Planning and Zoning Commission Of the Town of South Windsor Atha; Marcia A. Bamach., Director of planning 1540 Sullivan Avenue South Windsor, CT 06074 Re: A,pplicationfor General Plan of Development ("Application"), pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut ("Regulations"), to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut (collectively, "subject property"). Application_submitted by the owner of subject properly, ,Downcast Associates Limited Partnership ("Downeast'). Dear Chairperson Kennedy and Members of the Commission: Please be advised that the undersigned represents the owner/applicant Downcast with regard to the above-referenced Application for approval of a proposed General Plan of Development, as provided by Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor ("Regulations"). Downcast is the owner of the property that is the subject of this Application, As previously represented to the Commission, based upon the Commission's recent approval of Downcast's petition for zone tent amendment on March 24, 2009, Downcast respectfully withdraws the above-referenced Application. ONE CONSTITUTION PLAZA I HARTFORD,CONNECTICUT Oe103-1618 1 $00-251-5000 1 WWW.SHIPMANGOODWIN,COM JUN, 9, 2009 4: 11PM SHIPMAN&GOODWIN LLC NO. 8916 P. 3 If you have any questions, please do not hesitate to call the undersigned. On behalf of Downeast and myself, we thank the Commission for your cooperation and assistance concerning this matter. Very y yours, 'stoplae �'. mith Agent and Attorney for Downeast Associates Limited Partnership cc: Downeast,Associates Limited Partnership 539673 v.01 S1 -2- SHIPMAN &GOODWINLLP. SEP 2 2 2008 COUNSELORS AT LAW Christopher J. Smith souroftaMRAWAUDW Phone: (860)251-5606 Fax: (860)251-5318 cismith@goodwin.com September 19, 2008 Overnight Mail Planning and Zoning Commission Of the Town of South Windsor Attn: Marcia A. Banach, Director of Planning 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application submitted July 18, 2008_for approval of General Plan of Development ("Application"), pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut ("Regulations"), to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut (collectively, "subject property"). Application submitted by the owner of subject property, Downeast Associates Limited Partnership ("Downeast"). Dear Director of Planning Banach: Downeast filed the above-referenced Application for approval of a proposed General Plan of Development, as provided by Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, with the Town of South Windsor Planning and Zoning Commission ("Commission") on July 18, 2008. On behalf of the applicant, Downeast, I would like to request a sixty-five (65) day extension for the Commission to commence the public hearing concerning this application. If you have any questions, please do not hesitate to contact me. Thank you for your assistance concerning this matter. V ly yours hristophe J. mith Agent and Attorney for Downeast Associates Limited Partnership cc: Downeast Associates Limited Partnership CPH Engineers, Inc., A. Carpenter, P.E. 519979 v.01 S1 ONE CONSTITUTION PLAZA HARTFORD, CONNECTICUT 06103-1919 860-251-5000 WWW.SHIPMANGOODWIN.COM Page 1 of 1 Banach, Marcia From: Banach, Marcia Sent: Wednesday, September 03, 2008 9:01 AM To: CJSmith@goodwin.com Subject: Downeast Associates Hi Chris, We're approaching an action deadline again for Downeast Associates pending application. The deadline is September 23, 2008. Please file an extension request or whatever other action you may wish prior to that date. Thank you. Marcia A banach,Director of Planning Town of`south Windsor 1540 Sullivan Avenue, South Windsor,CT o6074 8 60-644-25 1 1 ext 25 5 marcia.banach@southwindsor.org 9/3/2008 SHIPMAN&GOODWIN LL0_ COUNSELORS AT LAW Christopher J. Smith Phone: (860)251-5606 Fax: (860)251-5318 cismith9goodwin.com July 18, 2008 Hand Delivered Planning and Zoning Commission Of the Town of South Windsor Attn: Marcia A. Banach, Director of Planning 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application for Approval of General Plan of Development ("Application pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut ("Regulations"), to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut (collectively, "subject property"). Application submitted by the owner of subject property, Downeast Associates Limited Partnership ("Downeast Dear Chairperson Patrick Kennedy: Please be advised that the undersigned represents the owner/applicant Downeast with regard to the above-referenced Application for approval of a proposed General Plan of Development, as provided by Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor ("Regulations"). Downeast is the owner of the subject property that is included in the Application. Three of the subject properties, 22 Wheeler Street, 2 Smith Street and 7 Smith Street, are currently located in the Development Commercial Zone District ("DC") as provided by the Regulations ("DC properties"). Downeast's Application proposes a retail site development over these three properties. Although not included in the specific site development proposal, the Application also depicts an adjacent lot owned by Downeast that is currently located in the Rural Residential Zone District ("RR"), and is known as 367 Smith Street ("RR property"). This adjacent lot may be the subject of a future application by Downeast to rezone 367 Smith Street from RR to DC to accommodate a possible expansion of the proposed Basic Development Plan. However, 367 Smith is not proposed to be included in the Basic Development Plan site development, and is only shown for informational/disclosure purposes. One Constitution Plaza Hartford,Connecticut 06103-1919 www.shipmangoodwin.com As you are aware, the Planning and Zoning Commission of the Town of South Windsor ("Commission") recently proposed to rezone Downeast's DC properties to the Buckland Road Gateway Development Zone ("GD"). Prior to the Commission taking action on this proposed change of zone, Downeast filed an Application for approval of a similar General Plan of Development with the Commission on May 21, 2007. The Commission subsequently "tabled" the aforementioned change of zone proposal. Due to statutory time constraints, Downeast withdrew the May 21, 2007 Application. Downeast resubmitted a similar Application on October 5, 2007, and due to the same statutory time constraints, Downeast withdrew the second Application (of October, 2007). Downeast again resubmitted a similar Application on February 26, 2008, the third application, and due to the same statutory time constraints, Downeast has withdrawn the third application (of February, 2008), as well. Downeast hereby submits this Application, which is similar to the prior three Applications, for a retail development of Downeast's DC zoned properties. This new Application will commence new statutory timeframes. As provided by Sections 4.3 and 8.6.3 of the Regulations, Downeast hereby submits the following Application and support documents: 1. Duplicate original Application for General Plan of Development duly executed by the owner/applicant Downeast; , 2. Three sets of maps depicting existing structures, roads and paths, and existing conditions of the subject property; 3. Three sets of documents depicting the location of adjoining properties and names of property owners, and existing structures and land uses within 500 of the subject property; 4. Three sets of documents depicting present and proposed land uses within the General Plan of Development, including, but not limited to, proposed square footage for the retail structures; 5. Three sets of documents depicting the location of proposed major thoroughfares, pedestrian and vehicular circulation patterns, public and private streets, and road linkages. A "Traffic Impact and Access Study," prepared by Vanasse & Associates, Inc., dated May 2007, is also included which provides a comprehensive analysis of pre and post- - 2 - development traffic generation, and recommended traffic mitigation measures to ensure that the General Plan of Development will not adversely impact levels of service ("LOS") for the immediate intersections; 6. Three sets of plans depicting the three phases of the General Plan of Development with associated acreage; 7. Three sets of documents depicting the general system of utilities and improvements required to service the development, and three copies of a "Statement of Projected Impact on Town;" 8. Three sets of a soil survey map, with a summary of soils data; 9. Three copies of a "Wetlands Assessment Report," prepared by ENSR Corporation and dated May 19, 2007, confirming that there are no regulated areas on the subject DC properties, and no regulated activities associated with the General Plan of Development. Although not required, Downeast filed a Minimal Impact Application with the Inland Wetland/Watercourse and Conservation Commission of the Town of South Windsor. Three copies of the application form and cover letter are included in this submittal for the Commission's convenience; 10. Three copies of a map depicting open space within the DC zoned properties, with provision for the proposed first two phases of development under the subject General Plan of Development; 11. Three copies of a plan depicting information relative to the fact that Downeast will consider any recommended improvements to accommodate public transportation relative to the site development, and will work with the Commission and any public transportation authority to ensure integration of such with the overall public transportation system servicing the area; - 3 - 12. Three copies of a "Fiscal Impact Analysis," prepared by Realty Concepts, Inc., dated May 19, 2007; and 13. Filing fee in amount of$600. In addition, I enclose an authorization letter from the Plaza at Buckland Hills, LLC ("Buckland Hills"), the owner of adjacent property known as 1524 Pleasant Valley Road, Manchester, Connecticut, confirming that Downeast is authorized to submit the Application and will be provided access rights to utilize the existing access driveway located on the westerly side of the Buckland Hills property to accommodate the proposed retail site development of Downeast's subject property with approximately 357,035 square feet of retail development, as depicted on the Application's Plan entitled, "South Windsor Towne Plaza, Phase I & Phase II," prepared by CPH Engineers, Inc., dated May 18, 2007. As discussed with Marcia A. Banach, AICP, Director of Planning for the Town of South Windsor, this Application is submitted pursuant to Sections 4.3 and 8.6.3 of the Regulations. Downeast looks forward to working with the Commission and community in providing a retail site development of the subject property that everyone will be proud of. If you have any questions, please do not hesitate to contact the undersigned. Thank you for your, and the Commission's, anticipated cooperation and assistance concerning this matter. Ve ly your hristophe J. mith Agent and Attorney for Downeast Associates Limited Partnership cc: Downeast Associates Limited Partnership, (w/enclosures) CPH Engineers, Inc., A. Carpenter, P.E., (w/enclosures) 513736 v.01 S1 - 4 - a AN SHIPMAN&GOODWINLLP- COUNSELORS AT LAW _ Christopher J. Smith Phone: (860)251-5606 Fax: (860)251-5318 cismith(c)goodwin.com July 18, 2008 Hand Delivered Planning and Zoning Commission Of the Town of South Windsor Attn: Marcia A. Banach, Director of Planning 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application.for Approval of General Plan of Development ("Application pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut ("Regulations"), to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut (collectively, "subject property"). Application submitted by the owner of subject property, Downeast Associates Limited Partnership ("Downeast"). Dear Chairperson Patrick Kennedy: Please be advised that the undersigned represents the owner/applicant Downeast with regard to the above-referenced Application for approval of a proposed General Plan of Development, as provided by Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor ("Regulations"). Downeast is the owner of the subject property that is included in the Application. Three of the subject properties, 22 Wheeler Street, 2 Smith Street and 7 Smith Street, are currently located in the Development Commercial Zone District ("DC") as provided by the Regulations ("DC properties"). Downeast's Application proposes a retail site development over these three properties. Although not included in the specific site development proposal, the Application also depicts an adjacent lot owned by Downeast that is currently located in the Rural Residential Zone District ("RR"), and is known as 367 Smith Street ("RR property"). This adjacent lot may be the subject of a future application by Downeast to rezone 367 Smith Street from RR to DC to accommodate a possible expansion of the proposed Basic Development Plan. However, 367 Smith is not proposed to be included in the Basic Development Plan site development, and is only shown for informational/disclosure purposes. One Constitution Plaza Hartford,Connecticut 06103-1919 www.shipmangoodwin.com As you are aware, the Planning and Zoning Commission of the Town of South Windsor ("Commission") recently proposed to rezone Downeast's DC properties to the Buckland Road Gateway Development Zone ("GD"). Prior to the Commission taking action on this proposed change of zone, Downeast filed an Application for approval of a similar General Plan of Development with the Commission on May 21, 2007. The Commission subsequently "tabled" the aforementioned change of zone proposal. Due to statutory time constraints, Downeast withdrew the May 21, 2007 Application. Downeast resubmitted a similar Application on October 5, 2007, and due to the same statutory time constraints, Downeast withdrew the second Application (of October, 2007). Downeast again resubmitted a similar Application on February 26, 2008, the third application, and due to the same statutory time constraints, Downeast has withdrawn the third application (of February, 2008), as well. Downeast hereby submits this Application, which is similar to the prior three Applications, for a retail development of Downeast's DC zoned properties. This new Application will commence new statutory timeframes. As provided by Sections 4.3 and 8.6.3 of the Regulations, Downeast hereby submits the following Application and support documents: 1. Duplicate original Application for General Plan of Development duly executed by the owner/applicant Downeast; , 2. Three sets of maps depicting existing structures, roads and paths, and existing conditions of the subject property; 3. Three sets of documents depicting the location of adjoining properties and names of property owners, and existing structures and land uses within 500 of the subject property; 4. Three sets of documents depicting present and proposed land uses within the General Plan of Development, including, but not limited to, proposed square footage for the retail structures; 5. Three sets of documents depicting the location of proposed major thoroughfares, pedestrian and vehicular circulation patterns, public and private streets, and road linkages. A "Traffic Impact and Access Study," prepared by Vanasse & Associates, Inc., dated May 2007, is also included which provides a comprehensive analysis of pre and post- - 2 - development traffic generation, and recommended traffic mitigation measures to ensure that the General Plan of Development will not adversely impact levels of service ("LOS") for the immediate intersections; 6. Three sets of plans depicting the three phases of the General Plan of Development with associated acreage; 7. Three sets of documents depicting the general system of utilities and improvements required to service the development, and three copies of a "Statement of Projected Impact on Town;" 8. Three sets of a soil survey map, with a summary of soils data; 9. Three copies of a "Wetlands Assessment Report," prepared by ENSR Corporation and dated May 19, 2007, confirming that there are no regulated areas on the subject DC properties, and no regulated activities associated with the General Plan of Development. Although not required, Downeast filed a Minimal Impact Application with the Inland Wetland/Watercourse and Conservation Commission of the Town of South Windsor. Three copies of the application form and cover letter are included in this submittal for the Commission's convenience; 10. Three copies of a map depicting open space within the DC zoned properties, with provision for the proposed first two phases of development under the subject General Plan of Development; 11. Three copies of a plan depicting information relative to the fact that Downeast will consider any recommended improvements to accommodate public transportation relative to the site development, and will work with the Commission and any public transportation authority to ensure integration of such with the overall public transportation system servicing the area; - 3 - t , 12. Three copies of a "Fiscal Impact Analysis," prepared by Realty Concepts, Inc., dated May 19, 2007; and 13. Filing fee in amount of$600. In addition, I enclose an authorization letter from the Plaza at Buckland Hills, LLC ("Buckland Hills"), the owner of adjacent property known as 1524 Pleasant Valley Road, Manchester, Connecticut, confirming that Downeast is authorized to submit the Application and will be provided access rights to utilize the existing access driveway located on the westerly side of the Buckland Hills property to accommodate the proposed retail site development of Downeast's subject property with approximately 357,035 square feet of retail development, as depicted on the Application's Plan entitled, "South Windsor Towne Plaza, Phase I & Phase II," prepared by CPH Engineers, Inc., dated May 18, 2007. As discussed with Marcia A. Banach, AICP, Director of Planning for the Town of South Windsor, this Application is submitted pursuant to Sections 4.3 and 8.6.3 of the Regulations. Downeast looks forward to working with the Commission and community in providing a retail site development of the subject property that everyone will be proud of. If you have any questions, please do not hesitate to contact the undersigned. Thank you for your, and the Commission's, anticipated cooperation and assistance concerning this matter. Ve ly your hristophe J. mith Agent and Attorney for Downeast Associates Limited Partnership cc: Downeast Associates Limited Partnership, (w/enclosures) CPH Engineers, Inc., A. Carpenter, P.E., (w/enclosures) 513736 v.01 S1 - 4- SHIPMAN&GOODWIN LL; COUNSELORS AT LAW Christopher J. Smith Phone: (860)251-5606 Fax: (860)251-5318 ci sm ithCc)-goodwi n.com July 18, 2008 Hand Delivered Planning and Zoning Commission Of the Town of South Windsor Attn: Marcia A. Banach, Director of Planning 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application for Approval of General Plan of Development ("Application pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut ("Regulations"), to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut (collectively, "subject property"). Application submitted by the owner of subject property, Downeast Associates Limited Partnership ("Downeast"). Dear Chairperson Patrick Kennedy: Please be advised that the undersigned represents the owner/applicant Downeast with regard to the above-referenced Application for approval of a proposed General Plan of Development, as provided by Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor ("Regulations"). Downeast is the owner of the subject property that is included in the Application. Three of the subject properties, 22 Wheeler Street, 2 Smith Street and 7 Smith Street, are currently located in the Development Commercial Zone District ("DC") as provided by the Regulations ("DC properties"). Downeast's Application proposes a retail site development over these three properties. Although not included in the specific site development proposal, the Application also depicts an adjacent lot owned by Downeast that is currently located in the Rural Residential Zone District ("RR"), and is known as 367 Smith Street ("RR property"). This adjacent lot may be the subject of a future application by Downeast to rezone 367 Smith Street from RR to DC to accommodate a possible expansion of the proposed Basic Development Plan. However, 367 Smith is not proposed to be included in the Basic Development Plan site development, and is only shown for informational/disclosure purposes. One Constitution Plaza Hartford,Connecticut 061 03-1 91 9 www.shipmangoodwin.com a As you are aware, the Planning and Zoning Commission of the Town of South Windsor ("Commission") recently proposed to rezone Downeast's DC properties to the Buckland Road Gateway Development Zone ("GD"). Prior to the Commission taking action on this proposed change of zone, Downeast filed an Application for approval of a similar General Plan of Development with the Commission on May 21, 2007. The Commission subsequently "tabled" the aforementioned change of zone proposal. Due to statutory time constraints, Downeast withdrew the May 21, 2007 Application. Downeast resubmitted a similar Application on October 5, 2007, and due to the same statutory time constraints, Downeast withdrew the second Application (of October, 2007). Downeast again resubmitted a similar Application on February 26, 2008, the third application, and due to the same statutory time constraints, Downeast has withdrawn the third application (of February, 2008), as well. Downeast hereby submits this Application, which is similar to the prior three Applications, for a retail development of Downeast's DC zoned properties. This new Application will commence new statutory timeframes. As provided by Sections 4.3 and 8.6.3 of the Regulations, Downeast hereby submits the following Application and support documents: l. Duplicate original Application for General Plan of Development duly executed by the owner/applicant Downeast; , 2. Three sets of maps depicting existing structures, roads and paths, and existing conditions of the subject property; 3. Three sets of documents depicting the location of adjoining properties and names of property owners, and existing structures and land uses within 500 of the subject property; 4. Three sets of documents depicting present and proposed land uses within the General Plan of Development, including, but not limited to, proposed square footage for the retail structures; 5. Three sets of documents depicting the location of proposed major thoroughfares, pedestrian and vehicular circulation patterns, public and private streets, and road linkages. A "Traffic Impact and Access Study," prepared by Vanasse & Associates, Inc., dated May 2007, is also included which provides a comprehensive analysis of pre and post- - 2 - development traffic generation, and recommended traffic mitigation measures to ensure that the General Plan of Development will not adversely impact levels of service ("LOS") for the immediate intersections; 6. Three sets of plans depicting the three phases of the General Plan of Development with associated acreage; 7. Three sets of documents depicting the general system of utilities and improvements required to service the development, and three copies of a "Statement of Projected Impact on Town;" 8. Three sets of a soil survey map, with a summary of soils data; 9. Three copies of a "Wetlands Assessment Report," prepared by ENSR Corporation and dated May 19, 2007, confirming that there are no regulated areas on the subject DC properties, and no regulated activities associated with the General Plan of Development. Although not required, Downeast filed a Minimal Impact Application with the Inland Wetland/Watercourse and Conservation Commission of the Town of South Windsor. Three copies of the application form and cover letter are included in this submittal for the Commission's convenience; 10. Three copies of a map depicting open space within the DC zoned properties, with provision for the proposed first two phases of development under the subject General Plan of Development; 11. Three copies of a plan depicting information relative to the fact that Downeast will consider any recommended improvements to accommodate public transportation relative to the site development, and will work with the Commission and any public transportation authority to ensure integration of such with the overall public transportation system servicing the area; - 3 - / r 12. Three copies of a "Fiscal Impact Analysis," prepared by Realty Concepts, Inc., dated May 19, 2007; and 13. Filing fee in amount of$600. In addition, I enclose an authorization letter from the Plaza at Buckland Hills, LLC ("Buckland Hills"), the owner of adjacent property known as 1524 Pleasant Valley Road, Manchester, Connecticut, confirming that Downeast is authorized to submit the Application and will be provided access rights to utilize the existing access driveway located on the westerly side of the Buckland Hills property to accommodate the proposed retail site development of Downeast's subject property with approximately 357,035 square feet of retail development, as depicted on the Application's Plan entitled, "South Windsor Towne Plaza, Phase I & Phase II," prepared by CPH Engineers, Inc., dated May 18, 2007. As discussed with Marcia A. Banach, AICP, Director of Planning for the Town of South Windsor, this Application is submitted pursuant to Sections 4.3 and 8.6.3 of the Regulations. Downeast looks forward to working with the Commission and community in providing a retail site development of the subject property that everyone will be proud of. If you have any questions, please do not hesitate to contact the undersigned. Thank you for your, and the Commission's, anticipated cooperation and assistance concerning this matter. Ve ly your hristophe J. mith Agent and Attorney for Downeast Associates Limited Partnership cc: Downeast Associates Limited Partnership, (w/enclosures) CPH Engineers, Inc., A. Carpenter, P.E., (w/enclosures) 513736 v.01 S1 - 4 - AN SHIPMAN&GOODWIN LLOW COUNSELORS AT LAW Christopher J. Smith Phone: (860)251-5606 Fax: (860)251-5318 cismithO_goodwin.com July 18, 2008 Hand Delivered Planning and Zoning Commission Of the Town of South Windsor Attn: Marcia A. Banach, Director of Planning 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application for Approval of General Plan of Development ("Application"), pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut ("Regulations"), to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut (collectively, "subject property"). Application submitted by the owner of subject property, Downeast Associates Limited Partnership ("Downeast'). Dear Chairperson Patrick Kennedy: Please be advised that the undersigned represents the owner/applicant Downeast with regard to the above-referenced Application for approval of a proposed General Plan of Development, as provided by Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor ("Regulations"). Downeast is the owner of the subject property that is included in the Application. Three of the subject properties, 22 Wheeler Street, 2 Smith Street and 7 Smith Street, are currently located in the Development Commercial Zone District ("DC") as provided by the Regulations ("DC properties"). Downeast's Application proposes a retail site development over these three properties. Although not included in the specific site development proposal, the Application also depicts an adjacent lot owned by Downeast that is currently located in the Rural Residential Zone District ("RR"), and is known as 367 Smith Street ("RR property"). This adjacent lot may be the subject of a future application by Downeast to rezone 367 Smith Street from RR to DC to accommodate a possible expansion of the proposed Basic Development Plan. However, 367 Smith is not proposed to be included in the Basic Development Plan site development, and is only shown for informational/disclosure purposes. One Constitution Plaza Hartford,Connecticut 06103-1919 www.shipmangoodwin.com As you are aware, the Planning and Zoning Commission of the Town of South Windsor ("Commission") recently proposed to rezone Downeast's DC properties to the Buckland Road Gateway Development Zone ("GD"). Prior to the Commission taking action on this proposed change of zone, Downeast filed an Application for approval of a similar General Plan of Development with the Commission on May 21, 2007. The Commission subsequently "tabled" the aforementioned change of zone proposal. Due to statutory time constraints, Downeast withdrew the May 21, 2007 Application. Downeast resubmitted a similar Application on October 5, 2007, and due to the same statutory time constraints, Downeast withdrew the second Application (of October, 2007). Downeast again resubmitted a similar Application on February 26, 2008, the third application, and due to the same statutory time constraints, Downeast has withdrawn the third application (of February, 2008), as well. Downeast hereby submits this Application, which is similar to the prior three Applications, for a retail development of Downeast's DC zoned properties. This new Application will commence new statutory timeframes. As provided by Sections 4.3 and 8.6.3 of the Regulations, Downeast hereby submits the following Application and support documents: 1. Duplicate original Application for General Plan of Development duly executed by the owner/applicant Downeast; 2. Three sets of maps depicting existing structures, roads and paths, and existing conditions of the subject property; 3. Three sets of documents depicting the location of adjoining properties and names of property owners, and existing structures and land uses within 500 of the subject property; 4. Three sets of documents depicting present and proposed land uses within the General Plan of Development, including, but not limited to, proposed square footage for the retail structures; 5. Three sets of documents depicting the location of proposed major thoroughfares, pedestrian and vehicular circulation patterns, public and private streets, and road linkages. A "Traffic Impact and Access Study," prepared by Vanasse & Associates, Inc., dated May 2007, is also included which provides a comprehensive analysis of pre and post- - 2 - development traffic generation, and recommended traffic mitigation measures to ensure that the General Plan of Development will not adversely impact levels of service ("LOS") for the immediate intersections; 6. Three sets of plans depicting the three phases of the General Plan of Development with associated acreage; 7. Three sets of documents depicting the general system of utilities and improvements required to service the development, and three copies of a "Statement of Projected Impact on Town;" 8. Three sets of a soil survey map, with a summary of soils data; 9. Three copies of a "Wetlands Assessment Report," prepared by ENSR Corporation and dated May 19, 2007, confirming that there are no regulated areas on the subject DC properties, and no regulated activities associated with the General Plan of Development. Although not required, Downeast filed a Minimal Impact Application with the Inland Wetland/Watercourse and Conservation Commission of the Town of South Windsor. Three copies of the application form and cover letter are included in this submittal for the Commission's convenience; 10. Three copies of a map depicting open space within the DC zoned properties, with provision for the proposed first two phases of development under the subject General Plan of Development; 11. Three copies of a plan depicting information relative to the fact that Downeast will consider any recommended improvements to accommodate public transportation relative to the site development, and will work with the Commission and any public transportation authority to ensure integration of such with the overall public transportation system servicing the area; - 3 - s 12. Three copies of a "Fiscal Impact Analysis," prepared by Realty Concepts, Inc., dated May 19, 2007; and 13. Filing fee in amount of$600. In addition, I enclose an authorization letter from the Plaza at Buckland Hills, LLC ("Buckland Hills"), the owner of adjacent property known as 1524 Pleasant Valley Road, Manchester, Connecticut, confirming that Downeast is authorized to submit the Application and will be provided access rights to utilize the existing access driveway located on the westerly side of the Buckland Hills property to accommodate the proposed retail site development of Downeast's subject property with approximately 357,035 square feet of retail development, as depicted on the Application's Plan entitled, "South Windsor Towne Plaza, Phase I & Phase II," prepared by CPH Engineers, Inc., dated May 18, 2007. As discussed with Marcia A. Banach, AICP, Director of Planning for the Town of South Windsor, this Application is submitted pursuant to Sections 4.3 and 8.6.3 of the Regulations. Downeast looks forward to working with the Commission and community in providing a retail site development of the subject property that everyone will be proud of. If you have any questions, please do not hesitate to contact the undersigned. Thank you for your, and the Commission's, anticipated cooperation and assistance concerning this matter. Ve ly your ; hristophe J. mith Agent and Attorney for Downeast Associates Limited Partnership cc: Downeast Associates Limited Partnership, (w/enclosures) CPH Engineers, Inc., A. Carpenter, P.E., (w/enclosures) 513736 v.01 Sl - 4- ,v01D SHIPMAN s GOODWIN DLO' G� COUNSELORS AT LAW R� q V � Ch1$E 'her j. Smith Phone:(860)251-5606 Fax: (860)251-5318 cismithP- oodwin.com July 18, 2008 CERTIFIED MAIL RETURN RECEIPT REQUESTED Joseph V. Camposeo, Town Clerk 41 Center Street P.O. Box 191 Manchester, CT 06045-0191 Re: Notice pursuant to Section 8-7d(f) of the Connecticut General Statutes regarding the filing of an application for approval of General Plan of Development ("Application") with the Planning and Zoning Commission of the Town of South Windsor, pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut, to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut, and within five hundred feet of the boundary of Manchester, Connecticut. The subject retail development provides for partial access across an existing driveway located on real property known as 1524 Pleasant Valley Road, Manchester, Connecticut. Dear Mr. Camposeo: Pursuant to Section 8-7d(f) of the Connecticut General Statutes, I am writing to inform you of the filing of an application for approval of General Plan of Development with the Planning and Zoning Commission of Town of South Windsor (copy of application form and cover letter enclosed for your convenience). The applicant is Downeast Associates Limited Partnership ("Downeast"). Three of the subject properties, 22 Wheeler Street, 2 Smith Street and 7 Smith Street, are currently located One Constitution Plaza Hartford,Connecticut 06103-1919 www.shipmangoodwin.com v in the Development Commercial Zone District, as provided by the South Windsor Zoning Regulations. Downeast's Application proposes a retail site development over these three properties. Although not included in the specific site development proposal, the Application also depicts an adjacent lot owned by Downeast that is currently located in the Rural Residential Zone District ("RR"), and is known as 367 Smith Street ("RR property"). This adjacent lot may be the subject of a future application by Downeast to rezone 367 Smith Street from RR to DC to accommodate a possible expansion of the proposed Basic Development Plan. However, 367 Smith is not proposed to be included in the Basic Development Plan site development, and is only shown for informational/disclosure purposes. The Application was submitted on July 18, 2008, and is available for inspection at the Town.Hall at 1540 Sullivan Avenue in South Windsor. This is the same proposal that you previously received notice of by cover letter dated February 26, 2008. If you have any questions regarding this application or would like a courtesy copy of the plan, please call me at (860) 251-5606. Thank you for your cooperation and assistance concerning this matter. Ver41yyours, hrmith CJS/enc cc: Town of South Windsor, Planning and Zoning Commission Downeast Associates Limited Partnership Mark Pellegrini, Director of Planning and Economic Development 514029 v.01 S4 f SIM(WPRQ'P1rRTY 6WR July 15,2008 Hid DthLyered Plug and Zone Caznnilsaon Qf"tlje"'T OW,X�o Sousa 1�indsar Aft:Mareia A. Banach,,:Director cif Planning 1w SQ lliyan A=yenue South Windsor, GT M74" Re Cbna ati<zeta pf awhvrizafi to&&n1t. aplicatfgn-, r& royal,i f General PfarzgLD__ rrxent f"Ap ticatiriti"') t�ursz�cnt tee Sectiortt 4 and`' 84 of the arid; g Ri ztle ttvx s + 7" rvn QtSpztt t jEndsm-, Confleakyt ;"we utc t rts" ,to "ei r r 4 rotaii.site-c velr' tin t t � ttI. av rt s ,Imam its leclgr Raad, 1 7 SrnwStreety and Jvsrrzzth S't1'�G�t�,lacated i�:tl�c�',��a��i�at .dsor,��`onn�ctrcaet:feallettuel�, x "soli ect ra, ((�" ". si�� s7tt.��. L➢irivh�r�stssci�i�jt�es.i}xftzirt�ct,l'artr�yr,�3�r" '(tl��wr� "fy Wt� XJEI.r�F(Q�at:C�'St�tQ.�C11�'t�et�st'at'"6S`ld�r���prr��erty tdt���Zl#t;� _.. an tstz`iig--:40w dnve ay lxated tarn the westerly pride�, cal t�raperty c�y?rzed ly the 'taa czt 13u1land dills; Z LC f"BktandIdils 3'), Mown"as M4 Pli"asant WI I�gad,Agne Zbester; Connecticut f'B H'lZls pr�rar?r .ty_' . ..bear Chairliersot Patrick Inraed Please be advised;that the undersigned l3u)zkland Hills a wjorizes;the f'ix g of:thh above efere>acetl:;kpplimtion by Dow- east. Spedfical,ly,:Buckland Mt covif irms that Downeast Will be,`av ded.aecess rights to utilize the existing awe ss"driveway located on the westerly,sid.6 of the Buckland Hills"e ty to accommodate.,a site,deyclopwent of` Downeases suhjeet pr,pperty, ,,Witt(:approxim,ately 357,435 sclu re"feet of retail development, as depicted on the Applcatiori's Flanntitletl; "Sbuth Windsor I`cv;Ene Plaza, Flue I&Phase"Il;"prepared`by GPH Bngimeers,"Ihc., dated May 18, 200,7 �5 West Wa;nhinglnn'Stresi' Ineliannolts,IN 4,Q 4 �Z7.G36.tfi;aCl 1 wvursiirron.cnni: Ti yr�u"have any questidns, phase°do uot.hes tat tc anta t the tindersignod. Thank you fbr your and tbe; arr issi°o 's azitici ted c c�peratxt n and asszsta=6 ooncemio&this utter...,. fiery truly ye �� 1?'la�a at�3`ackl , cl Hills,, I�LC' Tway Atithorintl= Dato& �y 1* 00 cc DdWneast Assodkes"I fiadd Partnership anstopl r 7. sniitl, Fgq ,g uptn &Cinodmft IL.P GPI�ngix�ers, Inc., Caenter,p.� 513736 vM S2 �z� Y slmowl. GROUP.11oo Q July 15 2008 Hand Delbrered. vl=hig Wd 7.onwog OOVIII n.; ��:��`Town of�ou�fz�t�dsor A tfn. Marcia A:Bapaeh, Director of Plug 1540$pMygn i4vent e: South ndsQ ., GT 06074 RoA� Of �sners�Z�?l�rrz n�l3e�tnpr�ent::{it����eutxa�":}, �ursu�znC�o�'�ctrx? ��c�ttd � 6 3�f°tlz���1�Re�latzons of the 3'flwn�if'So �t�n�ts��, �o�ziz�z�tl�ut. t"Re�u�at�uris"�;try t�er�zr a r�trxz�date c�e�e�'vtie3en�d��`�ctl�tra�ertres: kxtQwn sr �re�et Rdrzd `nrfth 'Meet,- 7 wit, Ovot, and 367 Smith � e,�t l�cate�i�the7�wn oj��otxth y4�rnrlsor, G`�nneetrcrtt_��olle�vel�,, " zbTect prone "�, :s�zrt�r ? t Ioyrreast s© tzternrted prtirip: O"haw st"j, i�rt�DO:I utrt-�i an extstrh�rz�cess dtgv��ay lac�ted atz t�Ire Yuesterlx;srz�'e,a�'r�al aroperty, ounet _ the ilia catit€ ttX Fill' LL,C "Bztclarrdtls", known-as: 5 'lrrant Uatlel?Ryacl, Mlzrzclxeser; Cynnetaatt "Buclefitiid F�r7l = rp ape�Z,�.'Z Iar. cbaulaer5on Patrick Ge ' %asedvsed thaf the uncierined Buaklaud:I3ills authorics'tlic Filing t :th abgve-refe Bu-cklalid TIix1 b6tif imislht Iowneast avill be prac+ied aes rights to:utrle'th�e %stang access driveway 1oate z- tao wee1yxd ODE tbe`Bend His prcpc to acccncat a sxtevclop ent of D �v st's stru t Fr PcnY apptoxiP4 t*3 ` ,03S sggM fe$t.cif retail d y8lepinent; as degi t d pn pie Applrcatiq ; Flab erttt e± ; "South.W�adsor'TpNvne Plaza,,p aJ sae Phase I.-i"pri by M Eng oeers Inc„ ddted:llTay 18,`2007.: 2'�5�1�5[:u(ast��n�►ort5freet tndian�R�115 tN 4:62[�i. ��7G�Cs.k60C1 d�ti+:ry4;s"iirron.��rri S r if yob`bave,any'questions, Tease�d not hesitate t6 t;di tart the tifi is rled: ' hartic ytiucir your, andorriission' anticipated;pooperaior�ani assi�taiic�cau��rwrrg t'hrs �iette��. Very t v v�, J s=,. Piaz�a��uc1�t . H�ls,ILC , Duly 1thiizd Dated:: wily .240 ; cc DdWheast Ambdata 1,hited Parts eN* Chrast L xnrti, s :, *MAU&GdOOv"it CPI E OomJn0* Carpenter; P ia;, 5137336 v401 S2 2 r SIMON ! e by JA M [and Dlia. Ping acid Zm 09 OOWMISS o: t f tine Tam of St utfi 1. jJ*or ti n;N.tarci & Banac4,I? of I'landug; U4Q Sull%vaal Avenue: Soiift Wihdsor, CT 06074 R� �att�i�ittnttirt�aaathr�ti�ataorr t�� mrt.�p�l�cazra��far.Ar��r�z�alo�: erteraZ late at a eloprnent(` pplicatron"), pursuant tb s ctrd is 4 3 la. 8.6,3ca���,�'r3xuta�Re���lr�tai7rusp�t��3'aa�yatt��Sortt�z�Yixr�sx�t`. �yntaect��att. ("Reraaati�rts°`i;to peroaat a t 0f rcttorris 1cttQt� Ag 2 l�teeler Rdad��WYh Otreet, 7 Srntth��et, a.nd IV `math �txeet, lo�uted ia�the���r��";�Qaith,W.andsQr �o�riectacaat"�.catt��tivel�,. "Sat61ec1 prctpe y", r a aatted.Fy.lPeas wtat S`sacaatlea.zNuted,l?arttters�ip P �``�bYl�rae£1St"� `kytt�a parl�alt�1CGE'3fi an existirr 0ces drive ay located Qi the wester.y_ ac e�O real property: oie + theTza at 44atarta! 1is;,, "8ucklaradtlts'nJ, IcnQwn:as: �;5.���'leastrnt Ya�ley Read, 1Vllaraci�est"er; �'Qnraectt�tt�`kBzxc�tiatad;HiTl�: bear eha rp+.wxe pati i k e edy Please e< vie that the ntie %gnedBB c land.Hilts.Abdi Hidg he din of th a€iti e e erer s pplaoatioai by Downeast. Speeificall z Bueklat�d fails can xris.:that D6.Wiaead.wall lie pr vieted aeciYss ng}t9 to tale til ri existing,access i evmay,located of ft westerly sidf of the`..Buck rdd H prape*to accom ncada a sate level i iaaetlt of I Wil .s5t's suit ect prQpsr ►'wxt appiacr xcnatefy 57,035square feet of retail: deYelopmeait; epaeted on f e AppllcatYon'a�Pfau entatie , "South.Wipdsor Towne plaza,,I'lTase I B :Phase II," prepaaecltayl'Hgitaeers;Inc ,:dated:�lla}� 1 , 207. �25 thlesfVtl@Sf�m�fpn����t Indtanop4ii,*40[k}.- ;�J 7 C136.Ib0IS I'wvMrnsmon.�tim, If you`lyave>any' liestious, please do not hes'itate to Jddhtact the undersjgncd; Thank ytau f�ryour,.and t ie: orrir fission's, antici te4l P.00permtlou W �SsiStatie�conGarrmng'tlt�s �iattez'�; Seery.tl s,,, 'laa;atucII1s, 14 Duly luthorz d Dated rely it , z�3�8' cc Dowrieast Asstzcaates L united Partnership Cbur�stopher L iiut�, Esq., tupmm&.t oodw �:�P, 5'13736 v 0l 82- Y/ Im(N P 6ROUF INC I�Q P�ITT ruleA m Hand T�elivered: Planning Od Zoinfog.06=18sion., Mkn...Marcia A Banaq,4, Djrq*r of.Planning 1:544 SvWyan i4veni e: South Windsor.GT 06074 R� �ar��tyt�rt�tzcrtlwrfzc€tta�°�zr�u�mzt.�,pliltcatlan�c�r��r��zzl>a� Ger�er���lata n�Bet+ p�ent (�`��t►�ir^atxan"J, pursizarrt to S�ct�+�rssc��: 8.6,.3��t`�e,�'tinrz�R� �Iatizzr�s c��he 3'��r �,f�occtrt t�'s�r., Carzr��ttecit ("Re lettfpwl.:to ge nt a r tatl wo de errs r#tent �c ltro iertres: Ir�wrz as Vieeletrzd, 5`rtz�thtre Srrttt �Stx�'etr zzndb7 Smrh trot lacuted i the " r�fauC.�1nso , zzn �titit,caZlenveZ ,: "�r�l�tecl�rope �'1, stt�trtzttedtlxy Z�awnea�t �cicirates�iited,��rtner�lril; " tiwxz z3tJ'j,.'iwzxFi ialitcces to_l�twtzerrt' ohiaromoer>t udlizin of exisiz�%�a�`�e�s d�ve�r��oac�ted ait tie�est+�rF+�e�al t�roperty; � zx rat ztc trcrrtct dl 1?40. Bu k artd; -11s ', l tzawrz.:as ( 'lent t�ctlY Rt � arzcheter; +�'bnnetiatt "ffcclCiaitl Frills: Des-r Cl eron Pati k Xet ed leaeed�+sec thatunclers%fined Bnckend; 115.author "Cfie filing of the alin e. e exen eti pp� cation by I owueasi. SpeoiBcallyT Bnclds tid Il tls confirms that DdwAta6t�,yzll bo prot!iled.ar ce s rights to.t tilt o the wd�acocss*aeway, locate d oil. s rto asetho wy o theBudHil1. prae } a :develomoit off" U_warast's sub prpp pity with appzaxui ate y `1,1 sgnare feet:of retail: deYelopsnent; a depicted on the Al pljcj. Qn?�s PIg4 ent�tled, "$outh.YV ndsor Towne plaza,.P Sssn:I Phase A," prepared ley 0 fl-I Bngiteersi Inc.,:d t d:1 flay 1g,'2 07.• '2�5 West Wa�t�inglon S(re t Indrana�gf� th!Ab2ilA- I7 Cs35�160it 1 rtiVrV�:slirtoh.�ra?Yr If yqu'bav-clAdY chest ons� please A0 not hesitat6 to cvr<taet the unders m Thartl ►tzuar'y� r; artd the; t� issior�'s; antiIp ate d eoQperican and asszs ce cancrnrng thrs utter=, 'Very rat-- l�+�'" i Uia' uc T ls, I LC B3' Duly Mth���et3 Dated: July 1� , ��0 ce.7 Downeast Assattates Litited.Party er kt p A op ei J, ,rnatb, Esq-,. lupma 00 wi�1 Up i 51373,E v i01,-'92 A SHIPMAN& GOODWIN,,, COUNSELORS AT LAW Christopher j.Smith Phone:(860)251-5606 Fax: (860)251-5318 cjsmithggoodwin.com May 21, 2007 Hand Delivered Jeffrey H. Folger, Environmental Planner/Conservation Officer South Windsor Inland Wetlands Agency/Conservation Commission 1540 Sullivan Avenue South Windsor, CT 06074 Re: Submission of Minimal Impact Application ("Application as provided by Section 8.5 of the Inland Wetland/Watercourse and Conservation Regulations 9f the Town_of South Windsor, South Windsor, Connecticut ("Regulations'} associated with a proposed retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor Connecticut. Owner/ licant: Downeast Associates Limited Partnership. Dear Environmental Planner/Conservation Officer Folger: Please be advised that the undersigned firm represents the owner/applicant, Downeast Associates Limited Partnership ("Downeast"), concerning the above- referenced administrative wetlands application ("Application"). I attach an authorization letter confirming that the undersigned is authorized to file this Application, and provide any support documentation that may be required. Therefore, the following is included in this submittal: l. Duly executed Minimal Impact Inland Wetlands, Watercourses and Conservation Application, dated May 18, 2007; 2. "Welland Assessment Report," prepared by ENSR Corporation, Willington, Connecticut, and dated May 19, 2007; ONE CONSTITUTION PLAZA I HARTFORD.CONNECTICUT 06103-1919 860-215-5000 1 WWW.SHIPMANGOODWFN.COM J r 3. Copy of Application for approval of General Plan of Development as provided by Section 5.4.5 of the Zoning Regulations of the Town of South Windsor, Connecticut ("Zoning Regulations"), with support documentation, depicting the conceptual or general plan of the proposed retail development of the subject properties referenced above; and 4_ Filing fee in the amount of$80. As you are aware, Downcast has submitted conceptual development plans for a retail site development of the subject properties to the Planning and Zoning Commission of the Town of South Windsor ("P&ZC") as provided by Section 5.4.5 of the Zoning Regulations. If the Basic Development Plans are approved by the P&ZC, Downcast would then be required to submit a Detailed Site Plan of Development as provided by Section 5.4.7 of the Zoning Regulations. As the aforementioned Wetlands Assessment indicates, there are no "regulated areas" on the subject properties, or "regulated activities" associated with the retail site development, as defined by Section 22a-38 of the Connecticut General Statutes, or the Inland Wetland/Watercourse and Conservation Regulations of the Town of South Windsor ("Wetland Regulations"). Therefore, Downcast respectfully submits that this Application is not required, or, in the alternative, may be approved at this time since even if there is a minimal impact, such is not adverse to a wetland, watercourse, or upland review area. In addition, you indicated that it is the policy of the Inland Wetland/Watercourse and Conservation Commission of the Town of South Windsor ("IWWCC") not to accept and process an application for approval of regulated activities associated with the first step of a two step zoning review process such as provided by Sections 5.4.5 and 5.4.7 of the Zoning Regulations where the first step provides for the filing of conceptual or basic plans, and the second step provides for the filing of detailed engineering plans. Indeed, it is the policy of the IWWCC to review only regulated activities as depicted on a Detailed Site Plan of Development since only such provides the necessary detail to enable the IWWCC to properly assess such conduct relative to the Connecticut Inland Wetlands and Watercourse Act ("Wetlands Act"), and the IWWCC's Regulations. Therefore, Downcast understands that it may have to submit a Minimal Impact or full Application with the IWWCC when Downcast submits its Detailed Site Plan of Development with the P&ZC at a future date. However, as you suggested, Downeast hereby provides you and the IWWCC with a full copy of its Application to the P&ZC for approval of Downcast's proposed Basic Development Plans for the subject retail site development. Downcast looks forward to the opportunity to present its Basic Development Plan to the IWWCC -2 - r for informational purposes while Downeast simultaneously processes it Basic Development Plan with the P&ZC. Thus, as we discussed and even though not required at this juncture, Downeast nonetheless submits the enclosed Minimal Impact Application for your review even though there are no regulated areas, or, more importantly, regulated activities, associated with Downeast's Basic Plan of Development. I understand that based upon the aforementioned policy of the IWWCC you may return this Minimal Impact Application to me_ Once again, Downcast acknowledges that if the P&ZC approves Downeast's Basic Plan of Development, Downeast may have to submit a Minimal Impact Application, or full Wetlands Application, to the IWWCC when Downeast submits its Detailed Site Plan of Development to the P&ZC as provided by Section 5.4.7 of the Zoning Regulations. Thank you for your, and the IWWCC's, cooperation and assistance concerning this matter. In addition, Downeast looks forward to working with you, and the IWWCC, relative to this exciting retail site development. Very yours, Christopher J S ith cc: Downeast Associates Limited Partnership CPH Engineers, Inc., A. Carpenter, P.E. ENSR Corporation 472181 v.01 Sl -3 - TOWN OF SOUTH WINDSOR Fee $80.00 IUNIMAL IMPACT INLAND WETLANDS, WATERCOURSES AND. CONSERVATION APPLICATION Application # Date Received Action and Date INSTRUCTIONS 1. One application (1) with map and plans (1 copy) shall be submitted together with ._the fee set forth in the Inland Wetlands, -Watercourses and Conservation Regulations,Town of South Windsor- (See Regulations, Section VlI-X) 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application Evaluation. (See Regulations, Sections VII-X) 3. The applicant understands that this application is to be considered complete Only when all information and documents required by the Agency have been submitted_ The applicant shall also complete the state filing form. 'A_ .Applicants Name: Downeast Associates Limited Partnership,Oo Kevin Sims Address: Simon Property Group 225 W. Washington St Indianayahs IN 46204 Phone_ (home)' NtA (work) (317)263-7108 (fax) (317)263-2363 13- Legal owner's name_ Downeast Associates Limited Partnership c/o Kevin Sims Address P. Q Box 6120 Indianapolis IN 46206 6120 Phone (home) ' NIA (work) (317)263-7108 (fax) (317)263-2363 (List additional owners, addresses, and phone numbers on back of application) -C_ if the applicant is not the owner of the subject property; a letter by the owners) authorizing- the proposed regulated activity set forth in the application must accompany this form and will be part of the application. D.-The:geographical location of the property which is to be affected by the proposed regulated activities including a description of the land in sufficient detail to allow identification of the property on the Inland Wetland and Watercourse Map. Street Address # 22 Wheeler Road-2,7 and 367 Smith Street DCZ-22 Wheeler RR-367 Smith St r 2 and 7 Smith St. reet. Assessor's Map # 17 Parcel 1 16& 17 Zone DCZ Assessor's Map# 18,Parcel# 16,Zone DCZ;Assessor's Map#18,Parcel#14l2,Zone RR E. Purpose and description of all proposed regulated activity(s) including amount of disturbance in square feet and types of fill and the time element involved- As indicated in the allached"Wetlands Assessment,"there are no regulated areas on the subject AttorneyfAgent for ApprrcandOwner is: Christopher J.Smith,Shipman&Goodwin.LLP One Constitution Plaza,Hartford,CT 06103 - Work Phone:(860)251-5606,Fax:(860)251-5318 1 Homelcell:(203)263-054.5 Email: cismith@goodwincom VJ/JV/L ll.l lY_Jt sn{i VVV VYY tLVV Juu tll 1lluJua av++ll laea.a YJ - •• - -• r properties, or regulated activities associated with the subject General Plan of Development. However, this Application is. submitted for the Inland Wet an s, Watercourses and Conservation Commission's records. F. Identify all other permits or approvals that have been issued, applied for, or required with respect to the proposed activity set forth in this application. (These may include but not be limited to, local Planning & Zoning, Zoning Board of Appeals, D.E.P., F.E.M.A., D.O.T., The Army Corps of Engineers, and any other -State, Local or Federal Permits.) P & ZC; DEP; DQTand STC. The undersigned hereby applies for the regulated activities listed in paragraph F above, for a Minor Impact Inland Wetlands, Watercourses and Conservation permit for the property described herein and confirms that: 1. She/he is familiar with the currently effective Inland Wetlands, Watercourses and Conservation Regulations of the Town of South Windsor. 2. She/he understands that at any time during the review period, the Agency may require the applicant: to provide more information about -the wetlands and/or watercourses in question.and/or any proposed activity. 3. All information submitted'in the application for review shall be considered factual, or in the case of anticipated activity, binding. A knowing failure of the applicant or any of her/his agents to provide correct information, or performance exceeding the - levels of activity anticipated, shall be sufficient grounds for revocation of any permit under these regulations. .4. By making this application, the applicant gives permission to the Inland Wetlands, Watercourses and Conservation Commission members and/or its representative to enter the portions of the premises which are subject of the application for the purpose of inspection and investigation and otherwise evaluating the merits of the application both before and after a final decision has been issued. 5. Upon approval by the authorized Agent the applicant shall cause notice of the decision to be published in a.daily newspaper having a general circulation in the Town where the activity occurs. The notice must be published within ten (10) days of the decision. 6. Appeals of this decision may be brought to the Agency within fifteen (15) days after the ubtieation date of the notice. Michael E, McCarty; President Community/Lifestyle Centers Division Signa re of Owner of Pro e Da e °7 Signature of Applicant D Michael E, McCarty, President 2 Cornmumty/Lifestyle Centers Division May 18,2007 Hand Delivered Jeffrey H.Folger,Environmental Planner/Conservation Officer South Windsor Inland Wetlands Agency/Conservation Commission 1540 Sullivan Avenue South Windsor, CT 06074 Re: Consent by applicant and owner for submission of Minimal Impact Application as provided by Section 8.5 of the Inland Wetland/Watercourse and Conservation Regulations of the Town of South Windsor South Windsor Connecticut("Regulations") associated with a proposed retail site development of real properties known as 22 Wheeler Road 2 Smith Street 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor Connecticut, ivith partial access across an existing driveway located on real property known as 1524 Pleasant Valley Road Manchester Connecticut Dear Environmental Planner/Conservation Officer Folger: Please be advised that the undersigned DOWeast Associates Limited Partnership ("Downeast") is the owner and applicant concerning the above-referenced Minimal Impact Application ("Application")_ It is the undersigned's understanding that there are no regulated activities, as defined by Section 22a-38 of the Connecticut General Statutes, associated with the proposed site development of the above-referenced real properties. However, Downeast files the subject Application as provided by Section 8.5 of the Regulations to assist you, and the Inland Wetland/Watercourse and Conservation Commission,in your review of the proposal. Downeast hereby authorizes Christopher J. Smith. of the law firm of Shipman & Goodwin LLP. to submit the Application and any required documentation on behalf of Downeast. In addition,Downeast's respectfully submits that any activity that may possibly have an impact upon a regulated area is minimal, and entitled to administrative approval as provided by Section 8.5. CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION (�S C0 N - rsraEvtseowr 74 Elm Street F Hartford,CT 06106-5127 Gina McCarthy,Comm5sl0wr Statewide Inland Wetlands &Watercourses Activity Reporting Form Please complete this form in accordance with the instructions. Please print or type. PART 1:To Be Completed By The inland Wetlands Agency Only 1. DATE ACTION WAS TAKEN: Year Month 2. ACTION TAKEN: 3. WAS A PUBLIC HEARING HELD? Yes No 4. NAME Of AGENCY OFFICIAL VERIFYING AND COMPLETING THIS FORM: (signature) PART 11:To Be Completed By The-Inland Wetlands Agency Or The Applicant S. TOWN IN WHICH THE ACTION IS OCCURRING: South Windsor Does this project cross municipal bowkW ies? Yes No X If Yes.fig the other town(s)In which the action Is occurring: 6. LOCATtON: USGS Quad Map Natm: Manchester,Connecticut AND Quad Number 41072-G5-TF-024 Subregion,Drainage Basin Number. 4000 or.4500 7. NAME OF APPLICANT,VIOLATOR OR PEfITtO.NER: Kevin Sims g. NAME&ADDRESSA.00ATiON OF PROJECT SITE: 22 Wheeler Road,2 Smith Street,7 Smith Street 367 Smith Street Briefly describe the ac#or*T*cL#acMT Construction of a 357,035 square feet of Retail/Commercial Development - 8. ACTIVITY PURPOSE CODE: D 10i. ACTIVITY TYPE CODE(S): NO 14 10 9. 2 11. WETLAND/WATERCOURSE AREA ALTERED[must be provided in acres or#near feet as indicated]: Wetlands: 0 acres Open Water Body 0 acros Stream: 0 near feet 12 UPLAND AREA ALTERED(must be provided in acres as Ir4kated]: 0 acres 13. AREA OF WETLANDS AND/OR WATERCOURSES RESTORED,ENHANCED OR CREATED: 0 acres [must be provided in acmes as indicated[ DATE RECEIVED: PART III:To Be Completed By The DBP DATE RETURNED TO DER FORM COMPLETED: YES NO FORM CORRECTED/COMPLETED-- YES NO REV.2r"u5 F i CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION GIS CODE 79 Elm Street ForDEPUseOnly Hartford,CT 06106-5127 Gina McCarthy,Commissioner � DEPT. 30lJIi�V'1111D5ai PtAy�l!N� Statewide Inland Wetlands & 'Watercourses Activity Reporting Form Please complete this form in accordance with the instructions. Please print or type. PART I: To Be Completed By The Inland Wetlands Agency Only I. DATE ACTION WAS TAKEN: Year Month 2. ACTION TAKEN: 3. WAS A PUBLIC HEARING HELD? Yes No 4. NAME OF AGENCY OFFICIAL VERIFYING AND COMPLETING THIS FORM: (print) (signature) PART If: To Be Completed By The Inland Wetlands Agency Or The Applicant 5. TOWN IN WHICH THE ACTION IS OCCURRING: South Windsor Does this project cross municipal boundaries? Yes No X If Yes,list the other town(s)in which the action is occurring: 6. LOCATION: USES Quad Map Name: Manchester, Connecticut AND Quad Number: 41072-G5-TF-024 Subregional Drainage Basin Number: 4000 or 4500 7. NAME OF APPLICANT,VIOLATOR OR PETITIONER: Kevin Sims 8. NAME&ADDRESS/LOCATION OF PROJECT SITE: 22 Wheeler Road,2 Smith Street 7 Smith Street 367 Smith Street Briefly describe the action/project/activity: Construction of a 357,035 square feet of Retail/Commercial Development 9. ACTIVITY PURPOSE CODE: D 10. ACTIVITY TYPE CODE(S): NO 14 10 g 2 11. WETLAND/WATERCOURSE AREA ALTERED[must be provided in acres or linear feet as indicated): Wetlands: 0 acres Open Water Body: 0 acres Stream: 0 linear feet 12. UPLAND AREA ALTERED[must be provided in acres as indicated]: 0 acres 13. AREA OF WETLANDS AND/OR WATERCOURSES RESTORED, ENHANCED OR CREATED: 0 acres [must be provided in acres as indicated] DATE RECEIVED: PART III: To Be Completed By The DEP DATE RETURNED TO DEP: FORM COMPLETED: YES NO FORM CORRECTED/COMPLETED: YES NO REV.212005 I ;cPT, PURSUANT TO THE TOWN OF SOUTH WINDSOR ZONING REGULATIONS SECTION 8.6.3 (6): STATEMENT OF PROJECTED IMPACT ON TOWN: Water SuPPIV Based on discussion with Connecticut Water Company, Public Potable Water Supply is currently available to the subject property to support the proposed development. The development is proposed to generate the need for a maximum average flow requirement of daily 32,514 gallons per day. Based on discussion with the Connecticut Water Company the existing supply system for the area has ample resource availability to accommodate the flows necessary to serve it. Final coordination and documentation of the construction measures and specifications for the construction elements will be addressed during the final plan process. Fire Protection Fire hydrants and internal fire protection system are incorporated within the development of the project for fire protection. Sufficient area is available around all buildings for emergency vehicle access. Based on the discussion with the Connecticut Water Company there is sufficient water supply to accommodate the fire protection needs for the subject property. Final fire protection design and delivery volumes and pressures will be evaluated, coordinated and documented prior to construction. Construction measures and specifications for the system elements will be addressed during the final plan process. It is anticipated that the property tax benefits of the property and project may provide the additional revenue to supplement fire protection staff that may be needed to serve the project. Drainage The proposed post-developed drainage system(s) flows will match pre-existing flows resulting in a "zero' net increase in discharge rates of discharge from the property. This will be achieved primarily with the utilization of underground galley "type" detention systems for each basin. Water quality measures are planned to be used in accordance with the 2004 CTDEP Stormwater Quality Guidelines. The use of a "series" of water quality features is intended to be implemented on the property to achieve water quality goals. The discharges will be made to match the pre-developed conditions in the post-development and also match the same locations as the pre-developed conditions. Discharges are anticipated to be maintained on the southwest, northwest and southeast areas of the property. Final details of the construction of those facilities will be addressed during the final plan process. C • PURSUANT TO THE TOWN OF SOUTH WINDSOR ZONING REGULATIONS SECTION 8.6.3 (6): STATEMENT OF PROJECTED IMPACT ON TOWN: (Continued) Sewage Treatment Facilities According to a discussion with Mr. Fred Shaw the Superintendent of the Town of South Windsor Water Pollution Control Authority on May 17, 2007, there is ample capacity in the Town's sanitary sewer treatment system to support our development. The development is proposed to generate the need for a maximum average wastewater flow of daily 32,514 gallons per day. Mr. Shaw referenced concern about a section of 10" PVC sewer pipe which crosses Smith Street to Clark Street which, in his opinion, is near or at capacity. As part of the final engineering of this project this area of concern will be evaluated and necessary improvements will be designed to address any downstream capacity issues. The Clark Street Pump Station which is located southwest of the site serves the area of the development and has been reported to have sufficient capacity to serve the subject property. Final coordination and documentation of the construction measures and specifications for the construction elements will be addressed during the final plan process. Projected System of Solid Waste Disposal The proposed development will provide ample areas, including appropriate screening as required by the Town of South Windsor Zoning Regulations for the collection of solid waste and recycling, as typically required of commercial/retail developments. It is anticipated that it will be the responsibility of each tenant to contractually employ solid waste removal services to have their solid wastes taken regularly and disposed off-site at government regulated disposal facilities. JAW13474.10ocuments\General Plan of Development\Exhibits\Section5.4.5.fUtilityREV01-29-08.doc 2 Technology Park Drive 11 Phelps Way/PO Box 506 Westford,MA 01886 Willington,CT 06279 (978)589-3000 (860)429-5323 FAX(978)589-3035 FAX(860)429-5378 www.ensr.aecom.com WETLAND ASSESSMENT REPORT PROPOSED RETAIL/COMMERCIAL DEVELOPMENT SOUTH WINDSOR TOWNE PLAZA PLEASANT VALLEY ROAD,SOUTH WINDSOR, CT Prepared by: ENSR Corporation Willington,CT Prepared for: CPH Engineers,Inc. Vernon, CT May 18,2007 d VED SOUTH Nlih'uSvrirtiw,�V�pti�i I Wetland Assessment Report Pleasant Valley Road,South Windsor,CT Page 1 of 19 WETLAND ASSESSMENT REPORT PROPOSED RETAIL/COMMERCIAL DEVELOPMENT SOUTH WINDSOR TOWNE PLAZA PLEASANT VALLEY ROAD, SOUTH WINDSOR, CT 1.0 INTRODUCTION AND OVERVIEW This report has been prepared by ENSR Environmental Consultants to summarize wetland and watercourse investigations conducted north of the existing Plaza at Buckland Hills retail development in South Windsor, Connecticut. ENSR has been retained by CPH Engineers,Inc.to conduct investigations to identify and delineate the jurisdictional wetlands and watercourses west of Buckland Road, south of Smith Street, east of Wheeler Road, and north of Pleasant Valley Road. The roughly 57 acre subject site generally consists of well-drained soil types formed in glacial outwash surficial deposits. Much of the site has been fallow for many years subsequent to various farming and earth moving operations. The western portion of the site is generally in open grassland and old field habitat,while the northern and eastern portions have developed into scrub and woodland secondary growth habitats. Upon review of the soil,hydrologic, and vegetative conditions on the site, it is ENSR's opinion that there are no jurisdictional wetland or watercourse areas on the subject site. A small man-made basin exists in the southeast part of the site that functions for stormwater infiltration of runoff from the existing retail development. It is ENSR's opinion that this basin does not contaui the requisite conditions to be classified as either a jurisdictional wetland or watercourse. As described below, there are no other areas on the site which ENSR believes meet statutory criteria for local, state,or federally-defined wetland/watercourse resources. Figure 1 provides an Existing Conditions Plan of the site. Proposed development of the site accordingly does not propose any direct impact to any jurisdictional wetlands or watercourses or within the Upland Review Area as defined in the South Windsor Wetland/Watercourse Regulations. Potential indirect ilipacts are proposed to be avoided by the use of infiltration measures for treating stormwater runoff as well as sediment and erosion control best management practices during construction. Accordingly, it is ENSR's opinion that the proposed development does not meet the criteria as a"regulated activity" or a"significant impact activity"as defined in Connecticut General Statutes 22a-36 to 22a-45 and the South Windsor Wetland/Watercourse and Conservation Regulations. To the extent that there may be indirect minimal impacts, it is ENSR's opinion that these are not likely to cause or have the potential to cause adverse impacts on any regulated area. \1--=__ f l I / r '� ; �'II `��t.�i\`1t\�s�L�}� `' `/Y• ��\ ,� '�!' �.�� 1 � ,�`" � \t � •.I `l ::. on I If 1wl 7- 1 t a MIN N ENSR I ECOM Wetland Assessment Report Pleasant Valley Road,South Windsor,CT Page 3 of 19 2.0 SITE INVESTIGATIONS and SUMMARY OF EXISTING CONDITIONS ENSR conducted site investigations on several days in May of 2007 to inventory natural resource features and assess the identified natural resources relative to local, state, and federal jurisdictional criteria specified above. Soil and Wetland Scientists inventoried the soil and vegetative conditions and applied statutory criteria to determine the presence/absence of potential regulated areas. ENSR used the criteria of the Connecticut Inland Wetlands and Watercourses Act and the South Windsor Inland Wetlands and Watercourses Regulations to determine the presence/absence of jurisdictional wetlands and watercourses on the subject site. The criteria employed are also consistent with those specified to determine jurisdictional liinits under Section 404 of the Federal Clean Water Act. The roughly 57-acre subject site generally consists of well-drained soil types formed in glacial outwash surficial deposits. Much of the site has been fallow for many years subsequent to various farming and earth moving operations. The western portion of the site is generally in open grassland and old field habitat(see Photo 1,Appendix A),while the northern and eastern portions have developed into scrub and woodland secondary growth habitats (Photo 2). Table 1 presents a listing of plant species observed on the site. Soil conditions on and in the vicinity of the site are indicated in Appendix A as mapped by the USDA Natural Resource Conservation Service(NRCS). On-site investigations are consistent with these designations. The subject site consists of well-drained to excessively well-drained soil types such as Merrimac,Enfield and Manchester series. NRCS soils mapping from circa 1960 indicates that much of the site at that time was mapped as Merrimac series. The updated NRCS mapping indicates much of the western portion of the site as"Udorthents, smoothed",reflecting the past grading/leveling of the site and creation of an elevated berm that extends along Wheeler Road and Smith Street. Despite this past grading,the characteristics of the site's soils are largely maintained relative to drainage characteristics. The mapped Merrimac,Enfield and Manchester soil series are all reported by NRCS to have negligible surface runoff with rapid perineabilities in the substratum. In short,the snapped and observed soil conditions are not reflective of hydric or wetland conditions,but rather are consistent with well-drained upland conditions. Wetland Assessment Report Pleasant Valley Road, South Windsor, CT Page 4 of 19 Table 1: Plant Species Observed Common Name Scientific Name Relative Abundance Poison Ivy Toxicodendron radicans Conunon Evening Primrose Oenethra biennis Occasional Japanese Knotweed Poly on=cus idatum Sparse Autumn Olive Elea gnus spp. Common Common Reed Phra mites australis Sparse Smooth Sumac Rhus glabra Occasional Red Cedar' Juni erus vir inr.'ana Occasional Staghorn Sumac Rhus typhina Occasional Wild Grape Vitis SPP. Occasional Multi-flora Rose Rosa multiflora Common Jewelweed Ina atiens ca ensis Occasional Norway Maple Acer latanoides Occasional Red Maple Acer rubrum Occasional Honey Locust Gleditsia triancanthos Occasional Tartarian Honeysuclde Lonicera tatar ica Common Goldenrod SolOg o SPP. Common Black Oak Quercus velutina Occasional Asiatic Bittersweet Celastrus orbiculatus Occasional Catalpa Catalpa bi noniodes Occasional Pin Cherry Prunus pe7iglvanica Occasional Cottonwood Po ulus deltoids Occasional Sensitive Fern Onoclea sensibilis Common American Elm Ulnaus Americana Occasional Black Birch Betula lenta Occasional Glossy Buckthorn Rhamnusfirangvla Common Willow Salix spp. Occasional Joe Pye Weed Eu adoriuna maculatum Occasional American Beech Rg s ^andi olia Occasional As shown on Figure 1, several locations on or near to the site are noteworthy relative to jurisdictional status under the Inland Wetland and Watercourses criteria. The first is in the southeast portion of the site adjacent to the developed portion of the Plaza site. A small man-made basin exists in this area that functions for stormwater infiltration of runoff from the existing retail development. The area,roughly 50 feet by 100 feet, has been excavated several feet in depth and Puled with rip-rap. Two storinwater discharges from the developed site direct runoff into the basin. There is no surface water discharge observable from the basin. During ENSR's reviews the basin was dry, although evidence of some pondung was noted in form of stained leaves. ENSR placed flags Al-A7 to define this infiltration basin. Due to the heavy rip-rapping, examination of soils in the basil was difficult, although from the observations made the soils did not present ENSR � LECOM Wetland Assessment Report Pleasant Valley Road,South Windsor, CT Page 5 of 19 characteristics supportive of hydric or poorly drained conditions. Vegetative cover in the basin is sporadic, although occasional wetland plants (willow and rush)were noted. Appendix B provides photographs of this basin(see Photo#3). It is ENSR's opinion that this plan-made stornwater treatnnnent/infiltration feature does not meet the statutory criteria as either a wetland(no hydric soils) or a watercourse(no defined wetland plant community and contains water only in response to direct precipitation events). The infiltration rate of stormwater within this basin appears to be relatively rapid. Just to the east of this infiltration basin a second small area was investigated as a potential wetland resource(Figure 1). This is a small(25x15 ft) area of connmon reed(Phragmites australis)that has formed again below a stonlnwater discharge source from the existing development(Appendix B,Photo#4). Phragmites is known as an aggressive, invasive, non-native species common to disturbed sites. No surface water, saturated, or strong indicators of surface water were present within this area, and the soil characteristics were not consistent with hydric criteria. Accordingly, it is ENSR's opinion that this small patch.of Phragmites is not a wetland or watercourse area. North of these two locations, at 367 Smith Street, a culvert was noted under Smith Street (see Photos 45 and 6). The south side of this culvert extends into the mowed lawn of this lot. While it is likely that overland flow passes through this mowed lawn during periods of higher runoff to be conveyed under Smith Street through the culvert,ENSR encountered no evidence that this lawn area supports either wetland soils,vegetation, or hydrology conditions. North of Smith Street, a more defined channel forms with bordering vegetated wetland conditions along side of it. The final area of note is in the southwest portion of the site. An excavated depression is located on the site just north of Pleasant Valley Road,with an outlet culvert leading toward the roadway(Photo 47). It appears that the basin may have been planned as a detention/infiltration basin,however no drainage is directed into it. Neither wetland soils nor wetland vegetation occur within the depression, and accordingly the area is not classified as a jurisdictional wetland. To the south of Pleasant Valley Road a small watercourse is present that conveys flow to the west. The NRCS soils mapping indicates this feature as Quarry Brook,which flows west to Whaples Brook. This watercourse is more than 100 feet off of the property line. 3.0 PROPOSED DEVELOPMENT AND MITIGATING MEASURES The proposed project will develop the site with retail/connmercial space and associated parking and infrastructure. Based upon discussions with CPH Engineers, Inc., the proposed stormwater measures will incorporate best management practices in full compliance with the CTDEP's Stornnwater Quality Manual. Consistent with the soil and surficial geologic conditions of the site,the stonnnwater management plan is intended to focus on infiltration of pre-treated stormwater runoff to ensure no increase in the peak ENSR Wetland Assessment Report Pleasant Valley Road, South Windsor, CT Page 6 of 19 rate of runoff as well as effective treatment of stormwater quality. Infiltration is considered among the most preferred stormwater management measures.due to the high quality of treatment afforded as well as its effect on maintaining groundwater levels, stream baseflows, and wetland moisture levels. Stormwater is anticipated to be directed in three directions from the site via infiltration measures: to the southeast toward the existing infiltration basin via an existing Swale; to the southwest toward the excavated depression adjacent to Pleasant Valley Road; and to the northwest to the drainage system in Wheeler Road. An operations and maintenance plan will be developed to address the long-term effectiveness of the stormwater management measures by regular inspections and cleaning of the various treatment devices. Proposed development of the site accordingly does not propose any direct impact to any jurisdictional wetlands or watercourses or within the Upland Review Area as defined in the South Windsor Wetland/Watercourse Regulations. Potential indirect impacts are proposed to be avoided by the use of infiltration pleasures for treating stormwater rtuioff as well as sediment and erosion control best management practices during construction. Accordingly, it is ENSR's opinion that the proposed development does not meet the criteria as a"regulated area" or a"significant impact activity" as defined in Connecticut General Statutes 22a-36 to 22a-45 and the South Windsor Wetland/Watercourse and Conservation Regulations. To the extent that there may be indirect minimal impacts,it is ENSR's opinion that these are not likely to cause or have the potential to cause adverse impacts on any regulated area. Dennis J. Lowry Principal Wetland Scientist ENSR Willington, CT ENSR I AECOM Wetland Assessment Report Pleasant Valley Road, South Windsor, CT Page 7 of 19 APPENDIX A USDA SOIL SURVEY MAPPING SOIL SURVEY OF STATE OF CONNECTICUT Pleasant Valley Road, South Windsor, CT 702000 702100 702200 702300 702400 702500 702600 702700 702800 702900 703000 703100 5 o " .9 o r • OR w Y d • �*� �, UPI �! w '��. b'�U.w o o Sll g s *r o �7r7 'S . ,� ,x� •,,, a'fi"n rt r ,t ,{ ' S ,0' �'. 4 • -. W" 4it,r .,, 'wC' v c ,w ,: .. �,ti .� f o •. 4d" .'� a �' ���� �it _ �. h� v " 99.. , .y, v' ,;. .4r,i, rw.y:7 t'�5 v:' :" ..,• r is '*r_ x , ;:.'i�$p ,� s .,.:fix, xwxg�.Sa �+,+ � 702000 702100 702200 702300 702400 702500 702600 702700 702800 702900 703000 703100 Meters Feet 0 50 100 200 0 150 300 600 900 1,200 USDA Natural Resources Conservation Service Web Soil Survey 1.1 007 National Cooperative Soil Stuvey Paagege 1 1 of 3 SOIL SURVEY OF STATE OF CONNECTICUT Pleasant Valley Road South Windsor CT MAP LEGEND MAP INFORMATION Soil Map Units ® cities Source of Map: Natural Resources Conservation Service 0 Detailed Counties Web Soil Survey URL: http://websoilsurvey.nres.usda.gov Q Detailed States Interstate Highways Coordinate System: UTM Zone 18 Roads Soil Survey Area: State of Connecticut —'-`— Rails Spatial Version of Data: 4 Water Soil Map Compilation Scale: 1:12000 Hydrography Oceans AYAYAYAY Escarpment,bedrock vnvnvnv\ Escarpment,non-bedrock -- Gulley nnnoomtt Levee .......... Slope v Blowout ® Borrow Pit X Clay Spot + Depression,closed - Eroded Spot X Gravel Pit Gravelly Spot v Gulley Lava Flow ® Landfill Map comprised of aerial images photographed on these dates: _L6 Marsh or Swamp 4/23/1990 O Miscellaneous Water Rock Outcrop + Saline Spot Sandy Spot 3� Slide or Slip 0 Sinkhole X Sodic Spot _ spoil area - The orthophoto or other base map on which the soil lines were compiled and a Stony Spat digitized probably differs from the background imagery displayed on these maps. As a result,some minor shifting of map unit boundaries may be evident. O Perennial Water USIA Natural Resources ! Wet Spot Web Soil Survey 1.1 5/15/2007 Conservation Service National Cooperative Soil Survey Page 2 of 3 Pleasant Valley Road,South Soil Survey of State of Connecticut Windsor,CT Map Unit Legend Summary State of Connecticut Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 29A Agawam fine sandy loam,0 to 3 1.5 1.0 percent slopes 29B Agawam fine sandy loam,3 to 8 0.1 0.1 percent slopes 32A Hagen and Enfield soils,0 to 3 percent 18.8 12.3 slopes 32B Haven and Enfield soils,3 to 8 percent 8.1 5.3 slopes 37C Manchester gravelly sandy loam,3 to. 5.8 3.8 15 percent slopes 37E Manchester gravelly sandy loam, 15 to 1.7 1.1 45 percent slopes - 65D Cheshire fine sandy loam,15 to 35 3.1 2.0 percent slopes,extremely stony 66C Narragansett silt loam,8 to 15 percent 2.1 1.4 slopes 68D Narragansett silt loam,15 to 25 0.6 0.4 percent slopes,extremely stony 232B Haven-Urban land complex,0 to 8 3.7 2.4 percent slopes 306 Udorthents-Urban land complex 10.9 7.1 307 Urban land 53.9 35.4 308 Udorthents,smoothed 42.0 27.5 IJSDA Natural Resources Web Soil Survey 1.1 5/15/2007 Conservation Service National Cooperative Soil Survey Page of 3 Wetland Assessment Report Pleasant Valley Road,South Windsor,CT Page 9 of 19 Merrimac Soil Series The Merrimac series consists of very deep,somewhat excessively drained soils formed in glacial outwash.They are nearly level to very steep soils on outwash terraces and plains and other glaciofluvial landforms. Slope ranges form 0 to 35 percent. Saturated hydraulic conductivity is high or very high.Mean annual temperature is about 48 degrees F.and mean annual precipitation is about 42 inches. Ap--O to 10 inches;very dark grayish brown(I OYR 3/2)fine sandy loam,light brownish gray (1 OYR 6/2)dry;weak fine and medium granular structure;very friable;many fine roots; 10 percent fine gravel;strongly acid;abrupt smooth boundary. (6 to 14 inches thick) Bwl--10 to 15 inches;brown(7.5YR 4/4)fine sandy loam;weak fine and medium granular structure;very friable;common fine roots; 10 percent fine gravel;strongly acid;clear wavy boundary. Bw2--15 to 22 inches;dark yellowish brown(1 OYR 4/4)gravelly sandy loam;weals fine and medium granular structure;very friable;few fine roots; 15 percent gravel;strongly acid;clear wavy boundary. Bw3--22 to 26 inches;dark yellowish brown(I OYR 4/4)gravelly loamy sand;very weak fine granular structure;very friable; few fine roots;25 percent gravel;moderately acid; clear wavy boundary.(Combined thickness of the Bw horizons is 6 to 34 inches thick.) 2C--26 to 65 inches; 80 percent yellowish brown(1 OYR 5/4)and 20 percent dark grayish brown (1 OYR 4/2)very gravelly sand;single grain;loose;stratified; few fine roots in upper 4 inches;40 percent gravel, 10 percent cobbles;moderately acid. RANGE IN CHARACTERISTICS: Solum thickness ranges from 18 to 30 inches.Rock fragments are mainly granite or gneiss,but up to 25 percent are flat, fine-grained slate,shale,or phyllite fragments.The upper part of the solum commonly has 5 to 20 percent gravel but includes cobbles in some pedons and the lower part 5 to 30 percent.The substratum contains 25 to 55 percent gravel and 5 to 15 percent cobbles.Total volume of rock fragments in the particle-size control section is less than 35 percent. Clay content is less than 18 percent.Reaction ranges from extremely acid to moderately acid unless lamed. The Ap horizon has hue of 7.5YR or 1 OYR,value of 3 or 4,and chroma of 2 to 4.Undisturbed areas have an A horizon with value of 2 to 3,and chroma of 1 or 2 that is 1 to 4 inch thick. Some pedons have a thin,light colored E horizon below the A.The Ap,A and E horizons are fine sandy loam,sandy loam, or very fine sandy loam in the fine-earth fraction. The Bw horizon has hue of 7.5YR or 1 OYR i i the upper part and 7.5YR to 2.5Y in the lower part. Value ranges from 3 to 6 and chroma from 3 to 8.Texture of the upper part of the Bw horizon is fine sandy loam,sandy loam,or very fine sandy loam in the fine-earth fraction.It has granular or subangular blocky structure or the horizon is massive.The lower part of the B horizon is sandy loam, coarse sandy loam,loamy coarse sand,or loamy sand in the fine-earth fraction. Sandy loam textures do not extend below a depth of 27 inches,but a minimum thickness of 5 inches of sandy ENSR ( AF9OM Wetland Assessment Report Pleasant Valley Road,South Windsor, CT Page 10 of 19 loam overlies any lower B or 2C horizon that is loamy fine sand or coarser.The subhorizon' that lies above the 2C horizon in many pedons is single grain. Some pedons have a BC horizon that is similar to the lower part of the Bw. The 2C horizon has hue of 1 OYR to 5Y and ranges widely in value and chroma. It consists of stratified coarse sand,sand,gravel, and cobbles and has a weighted texture of gravelly or very gravelly sand or coarse sand. Some pedons have thin lenses of loamy fine sand or fine sand. GEOGRAPHIC SETTING:Merrimac soils are level to very steep soils on glacial outwash plains and valley trains,and associated kames,eskers,stream terraces and water deposited parts of moraines.The steeper slopes are on the margin escarpments of terraces and plains,and on eskers and kanzes. Slope ranges from 0 to 35 percent. The soils formed in water sorted gravelly and sandy material derived mainly from granitic,gneissic and some schistose rocks.Mean annual precipitation ranges from 28 to 55 inches;mean annual air temperature ranges from 45 to 50 degrees F.,mean growing season ranges from 120 to 200 days. GEOGRAPHICALLY ASSOCIATED SOILS: These are the Aeawa Hincklev, Sudburv, Scarboro,Walpole and Windsor soils on nearby landscapes.The well drained Agawam soils are coarse-loamy over sandy or sandy-skeletal.The excessively drained Hinckley soils are sandy- skeletal.The very poorly drained Scarboro soils are in depressions.The moderately drained Sudbury soils are on adjacent, slightly lower landfonns. The somewhat poorly drained poorly and drained Walpole soils are in drainageways and on low landforrns. The excessively drained Windsor soils are have loamy flue sand to sand textures in the Bwhorizon and lack rock fragments. DRAINAGE AND PERMEABILITY: Somewhat excessively drained.Runoff is negligible to medium. Saturated hydraulic conductivity is high or very high. USE AND VEGETATION: Most areas are cultivated and used for growing hay,pasture,silage, corn, or truck crops. Some areas are used to grow tobacco in the Connecticut.River Valley in Massachusetts and Connecticut. Some areas are forested with mostly white pine,gray birch, hemlock,red maple,and red,black,white,and scarlet oaks. v ENSR I AECOM Wetland Assessment Report Pleasant Valley Road,South Windsor, CT Page 11 of 19 Enfield Soil Series The Enfield series consists of very deep,well drained loamy soils formed in a silty mantle overlying glacial outwash.They are nearly level to sloping soils on outwash plains and terraces. Slope ranges from 0 to 15 percent.Permeability is moderate or moderately rapid in the surface layer and subsoil and rapid or very rapid in the substratum.The mean annual temperature is about 49 degrees F. and the mean annual precipitation is about 50 inches. Ap--O to 7 inches;dark grayish brown(1 OYR 4/2)silt loam;moderate fine granular structure; friable;many very fine and fine roots;5 percent fine gravel;strongly acid;abrupt smooth boundary. (6 to 12 inches thick) Bwl--7 to 16 inches;strong brown(7.5YR 516)silt loam;weak medium subangular blocky structure; friable; common very fine and many fine roots; 5 percent fine gravel; strongly acid; clear wavy boundary. Bw2--16 to 25 inches;light olive brown(2.5Y 5/4)silt loam;weak medium subangular blocky structure;friable,few very fine and conunon fine roots; 5 percent fine gravel;strongly acid; abrupt wavy boundary.(Combined thickness of the Bw horizons is 12 to 36 inches) 2C--25 to 60 inches;brown(10YR 5/3)very gravelly sand;single grain;loose;stratified;45 percent gravel and 5 percent cobbles;strongly acid. RANGE IN CHARACTERISTICS: Thickness of the solum ranges from 16 to 40 inches and typically corresponds to the depth of sand and gravel.Rock fragments range from 0 to 5 percent in the soluln and from 0 to 70 percent in the substratum.The fragments are mainly rounded pebbles and typically make up 75 percent or more of the total rock fragments.Unless limed,the soil is very strongly acid to moderately acid. The Ap horizon has hue of 7.5YR or 10YR,value of 3 or 4 and chroma of 2 to 4.Dry value is 6 or more.Undisturbed pedons have a thin A horizon with value of 2 or 3 and chroma of 1 through 3.The Ap or A horizon is silt loam or very fine sandy loam.It has weals or moderate granular structure and is friable or very friable. The upper part of the B horizon has hue of 7.5YR or 1 OYR,value of 4 or 5 and chroma of 3 to 8. The lower part of the B horizon has hue of 7.5YR to 2.5Y,value of 4 to 6 and chroma of 3 to 6. The B horizon is silt loam or very fine sandy login.It has weak granular or weak subangular blocky structure or the horizon is massive.Consistence is friable or very friable. The 2C horizon is neutral or has hue of 2.5YR to 5Y,value of 4 to 6 and chroma of 0 to 6.It is commonly stratified sand and gravel.Texture of individual strata ranges from coarse to fine sand to loamy sandy in the fine earth. GEOGRAPHIC SETTING: Enfield soils are nearly level to sloping soils on terraces and outwash plains. Slopes range from 0 to 15 percent,but are generally less than 8 percent.The soils formed in a silty mantle over stratified sandy and gravelly fluvial materials derived from a variety 1 Wetland Assessment Report Pleasant Valley Road, South Windsor,CT Page 12 of 19 of acidic rocks.Mean annual temperature is 45 to 52 degrees F.,mean annual precipitation is 40 to 50 inches;and the growing season is 120 to 195 days. GEOGRAPHICALLY ASSOCIATED SOILS: These are the Agawam,Branford, Bridgehampton,Broadbrook,Hartford,Haven,Hinckley, Merrimac,Narragansett,Ninigret, Rainbow,Ravnham,Raypoi,Scio,Tisburv, Walpole, Wapping,Windsor and Unadilla soils. The moderately well drained Tisbury and poorly drained Raypol soils are associated in a drainage sequence.Agawam,Branford,Copake,Haven and Narragansett soils are coarse-loamy over sandy or sandy-skeletal.Belgrade,Hero,Ninigret, Scio and Tisbury soils have redoxirnorphic features within a 24 inch depth.Bernardston,Broadbrook and Newport soils are coarse-loamy and have a dense till substratum:.Bridgehaznpton,Hartland and Unadilla soils have a coarse-silty particle-size control section.Hartford and Merrimac soils are sandy.Hinckley and Windsor soils are coarse-textured and excessively drained. Pollux and Riverhead soils are coarse-loamy and have a stratified substratum.Rainnbow and Wapping soils are moderately well drained soils formed in glacial till.Raynhaiv and Walpole soils are poorly drained soils in low terrace areas. DRAINAGE AND PERMEABILITY: Well drained. Surface runoff is negligible or low. Permeability is moderate or moderately rapid in the solum and rapid or very rapid in the substratum. Saturated hydraulic conductivity is moderately high or high in the soluin and high or very high in the substratum. USE AND VEGETATION: Most areas are used for cultivated crops,hay or pasture.Common crops are silage corn,vegetables,tobacco and nursery stock. Some areas are wooded or used for community development. Common trees are red,white and black oars,hickory,white ash,red maple,sugar maple,black birch,beech:,hemlock and white pine. Manchester Soil Series The Manchester series consists of very deep,excessively drained soils formed in sandy and gravelly glacial outwash and stratified drift.They are nearly level to steep soils on outwash plains,terraces,kames,deltas and eskers. Slope ranges from 0 to 45 percent. Saturated hydraulic conductivity is high or very high in the surface layer and subsoil,and very high in the substratum. Mean annual temperature is about 50 degrees F. and mean annual precipitation is about 48 inches. Ap--O to 9 inches; dark brown(7.5YR 3/2)gravelly sandy loam;weak medium granular structure;very friable;many fine and common medium roots;20 percent gravel; strongly acid; clear smooth boundary. (6 to 10 inches thick) Bw--9 to 18 inches;reddish brown(5YR 4/3)gravelly loamy sand;very weals fine and medium granular structure;very friable;few file roots;25 percent gravel; strongly acid;clear wavy boundary.(4 to 20 inches thick) C--18 to 65 inches reddish brown(5YR 4/4)very gravelly sand; single grain;loose; 50 percent gravel;very strongly acid. Wetland Assessment Report Pleasant Valley Road, South Windsor, CT Page 13 of 19 RANGE IN CHARACTERISTICS: Thickness of the soluin ranges from 12 to 24 inches.Rock fragments,mainly rounded pebbles,range from 15 to 50 percent in the soluin and from 35 to 70 percent in the substratum.The weighted average volume of rock fragments from 10 to 40 inches is more than 35 percent.Unless lined,the soil very strongly acid to moderately acid. The Ap horizon has hue of 5YR to 10YR,value of 3 or 4 and chroma of 2 to 4.Undisturbed pedons have a thin A horizon with value of 2 or 3 and chroma of 1 to 3.The Ap or A horizon is sandy loam,fine sandy loam,loamy fine sand or loamy sand in the fine earth fraction.It has weals granular structure and is friable or very fiiable. The Bw horizon has hue of 5YR or 2.5YR,value of 4 or-5 and chroma of 3 to 8. Texture in the fine-earth:fraction is loamy sand,loamy fine sand or sandy loam in the upper part of the horizon and loamy fine sand,loamy sand or sand in the lower part of the horizon. Sandy loam texture does not extend below a depth of 10 inches. The Bw horizon has weak granular structure or it is single grain. Consistence is very friable or loose. The C horizon has hue of 5YR or 2.5YR,value and chroma of 3 to 6.The horizon is commonly stratified sand and gravel.Fine earth texture in individual layers is coarse sand,sand or loamy sand. GEOGRAPHIC SETTING:Manchester soils are nearly level to steep soils on terraces,outwash plains,kames,deltas and eskers. Slope ranges from 0 to 45 percent.The soils formed in sandy and gravelly glaciofluvial materials and stratified drift derived mainly from a red sedimentary rocks and basalt.Mean annual temperature is 45 to 52 degrees F.,mean annual precipitation is 38 to 50 inches and the growing season is 140 to 185 days. DRAINAGE AND PERMEABILITY: Excessively drained. Surface runoff is negligible to high. Saturated hydraulic conductivity is high in the surface layer,and high or very high in the subsoil and substratum. The soils are droughty. USE AND VEGETATION:Most areas are forested or in brushy vegetation.Cleared areas are used for hay,pasture and silage corn. Small areas,mostly irrigated,are used for tobacco, vegetables and nursery stock.Many areas are in community development.Common trees are white,red and black oak,gray birch,aspen,white pine and pitch pine.Gravel is commonly excavated from areas of these soils. DISTRIBUTION AND EXTENT: Glaciofluvial landforms in the Connecticut River Valley of Connecticut;MLRA 145. The series is of moderate extent. Wetland Assessment Report Pleasant Valley Road,South Windsor,CT Page 14 of 19 APPENDIX B PHOTOGRAPHS ENSR l� ARCOf Ni Wetland Assessment Report Pleasant Valley Road,South Windsor,CT Page 15 of 19 Photo#1 General view of west side of site looping east. May 2007. ter; :Y Photo#2: General view of east side of site. May 2007. WONIF., �G�*� Ilk -�+c." 'av '�'-.sR e.-:�`r^' -.�.�rf,l�CSyYr.r:,t-• _,r _ 54 • 1 a �i�� � �t-�i i 1� -.r r 4 t�t��4 t '�5a �,,ta,�' � t ,. _- t 1 �F a } '• �`cY� �X fs 4 h 1 t ��.y..'� � 4�rf "L.-�{ 4 �"a� -'y _. ' W ' 1 1 / •l ! 1 / t 1 f � 1 1 1 � 1 ENSR I ECO Wetland Assessment Report Pleasant Valley Road,South Windsor, CT Y. Page 18 of 19 Photo#7: Excavated depression and outlet culvert toward Pleasant Valley Road in southwest corner of site. ,SOW N S f4 � V 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CT 06074 SOR'c°� TELEPHONE(860) 644-2511 CERTIFIED MAIL 7007 1490 0000 3753 3166 July 21,2008 Town Clerk Town of Manchester 41 Center Street Manchester, CT 06040 Dear Madam/Sir: Re: Notice to Adjoining Municipalities In accordance with Connecticut General Statutes concerning notification to municipalities regarding Planning&Zoning Commission applications that could affect the abutting town, we hereby notify you of application 08-39P submitted by Downeast Associates Limited Partnership.. The applicant is requesting for a General Plan of Development approval in accordance with section 5.4.5 of the Designed Commercial Zone for the approval of approximately 357,035 sf of retail development,to be known as South Windsor Towne Plaza, on property located on the southerly side of Smith Street,northerly side of Pleasant Valley Road and easterly side of Wheeler Road(2, 7, and 367 Smith Street, 22 Wheeler Road), DC zone The hearing date for the above mentioned application is currently not scheduled at this time If you.have any question,please feel free to contact the Planning Department at 644-2511,ext. 253. Very truly yours, Michele R. Lipe,AICP Assistant Director of Planning MRL/ma _.APR. 9. 2009 3:52PM SHIPMAN&GOODWIN LLC N0, 8581 P. 2 AL SHIPMAN &GOODWINLLP OOUNSELORS AT LAW Christopher j.Smith Phone; (860)251-5606 Fax:(860)251-5318 cismith.@g-Qodwin.com April 9, 2009 Facsimile and Regular Mail Planning and Zoning Commission Of the Town of South Windsor Attn: Marcia A. Banach, Director of Planning 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application.for General Plan of Development ("Application") pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut ("`Regulations'), to permit a retail site development qf real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street and 367 Smith Street, located in the Town of South Windsor, Connecticut (collectively, "subject property"). Application submitted by the owner of sublectproperty, Downeast Associates Limited Partnership (",Downeast") Dear Chairperson Kennedy and Members of the Commission: Please be advised that the undersigned represents the owner/applicant Downeast with regard to the above-referenced Application for approval of a proposed General Plan of Development, as provided by Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor ("Regulations"). Downeast is the owner of the subject property that is included in the Application. As provided by Section 8-7d of the Connecticut General Statutes, Downeast respectfully consents to an extension of time in'which the Commission has to open the public hearing concerning the Application. Specifically, Downeast grants a sixty-five (65) day extension of time in which to open the public hearing. This additional time is required to permit Downeast the opportunity to address comments received by the Commission's professional staff. Downeast understands that the statutory time period for commencing the public hearing will expire at the end of neat week. However, Downeast formally waives any right to claim an automatic approval based upon the Commission and Downeast extending the time period to commence the public hearing beyond that time required by statute as provided for in this letter. ONE CONSTITUTION PLAZA I HARTFORD,OONNEOTIOUT 06103.1919 1 860.251.5000 1 WWW.SHIPMANGOODWIN,COM -APR. 9. 2009 3:53PM SHIPMAN&GOODWIN LLC N0, 8587 P. 3 Once again, Downeast looks forward to working with the Commission and community in providing a retail site development of the subject property that everyone will be proud of. If you have any questions, please do not hesitate to call the undersigned. Thaw you for your, and the Commission's, anticipated cooperation and assistance concearnivg this matter, 'V'er Y yours, bristopit T Smith Agent and ttorney for Downeast Associates Limited Partnership CC.' Downeast Associates Limited Partnership 538938 v.01 S1 -2- .APR. 9. 2009 3: 52PM SHIPMANHOODWIN LLC NO. 8587 P. 1 Shipman & LLP GOOC�Wl11 Fax ���� COUNSELORS AT LAW A One Constitution Plaza Hartford, Connecticut 06103-1919 Phone: (860) 251-5000 TO: Marcia Banach Date/Time: 4/9/09 / Company: Town of South Windsor Fax Number: 644-7280 Matter#. 43420-05 FROM: Christo her J. Smith Telephone: (860)251-5606 Facsimile: (860) 251-5318 Subject: Downeast/South Windsor No. Pages (including cover): 3 MESSAGE: Please see the attached letter. THIS MESSAGE IS ONLY FOR THE USE OF THE ADDRESSEE AND MAY CONTAIN CONFIDENTIAL AND PRIVILEGED INFORM&TION. Any dissemination, distribution or copying of this conununication other than by the inwnded recipient(s) is strictly prohibited. If you have received this communication in error, please -Rotif y us immediately by telephone(collect) and dqsqoy all copies of this communication. Thank you. ��y1N Sf4 J ° O-P S_0� ?d&U&Ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�dSOR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL December 2, 2008 Town Clerk Town of Manchester 41 Center Street Manchester, CT 06040 Dear Madam/Sir: Re: Notice to Adjoining Municipalities In accordance with Connecticut General Statutes concerning notification to municipalities regarding Planning& Zoning Commission applications that could affect the abutting town, we hereby notify you of application 08-51 P that was re-submitted by Downeast Associates Limited Partnership. The applicant requests for a General Plan of Development approval in accordance with section 5.4.5 of the Designed Commercial Zone for the approval of approximately 357,035 sf of retail development, to be known as South Windsor Towne Plaza, on property located on the southerly side of Smith Street, northerly side of Pleasant Valley Road and easterly side of Wheeler Road (2, 7, and 367 Smith Street, 22 Wheeler Road), DC zone. The hearing date for the above mentioned application is currently not scheduled at this time. If you have any question, please feel-free to contact the Planning Department at 644-2511, ext. 253. Very truly yours, Postal \ . ' CERTIFIED MAIL. RECEIPT /� J Mail only;No insurance coverage Provid d) Michele R. Lipe,AICP Assistant Director of Planning Posrl tage $ I CxURed Fee 3 Postmark 3 Retum Receipt Fee Here 3 (EndorsemerMRequired) 7 Restricted Delivery Fee a (Endoreement A Ired) n U Totei Postege&Fees $ X-1 � UUU ✓r / SeM o � �.. ----------- -- orPOBo�rNo. ................ PS Form : r2002 PERMITS/INSP PAYMENT RECPT#: 20313052 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 12/01/08 TIME: 10:59 CLERK: mariadace DEPT: CUSTOMER#: 0 PARCEL: CHG: PZ PLANNING AND ZO 600.00 AMOUNT PAID: 600.00 PAID BY: DOWNEAST ASSOCIATES PAYMENT METH: CHECK 220016 REFERENCE: A AMT TENDERED: 600.00 AMT APPLIED: 600.00 CHANGE: .00 V AN SHIPMAN &GOODWI NLLP., COUNSELORS AT LAW �VE13 Christopher J.Smith Phone: (860)251-5606 �O�jNW�N�SORPIPNNIN60E?t• Fax: (860)251-5318 cismith@goodwin.com November 26, 2008 CERTIFIED MAIL RETURN RECEIPT REQUESTED Ms. Lori Mathieu, Supervising Environmental Analyst Connecticut Department of Public Health- Drinking Water Section 410 Capitol Avenue MS #51 WAT P. O. Box 340308 Hartford, CT 06134-0308 Re: Notice pursuant to Section 8-3i of the Connecticut General Statutes regarding the filing of an application for approval of General Plan of Development ("Application"), pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut, to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut. The subject retail development provides for partial access across an existing driveway located on real property known as 1524 Pleasant Valley Road, Manchester, Connecticut. To Whom It May Concern: Pursuant to Section 8-3i of the Connecticut General Statutes, I am writing to inform you of the filing of an application for approval of General Plan of Development with the Planning and Zoning Commission of Town of South Windsor (copy of application form and cover letter enclosed for your convenience). The applicant is Downeast Associates Limited Partnership ("Downeast"). Three of the subject properties, 22 Wheeler Street, 2 Smith Street and 7 Smith Street, are currently located in the Development Commercial Zone District, as provided by the South Windsor ONE CONSTITUTION PLAZA I HARTFORD,CONNECTICUT 06103-1919 1 860-251-5000 1 WWW.SHIPMANGOODWIN.COM Zoning Regulations. Downeast's Application proposes a retail site development over these three properties. Although not included in the specific site development proposal, the Application also depicts an adjacent lot owned by Downeast that is currently located in the Rural Residential Zone District ("RR"), and is known as 367 Smith Street ("RR"property"). This adjacent lot may be the subject of a future application by Downeast to rezone 367 Smith Street from RR to DC to accommodate a possible expansion of the proposed Basic Development Plan. However, 367 Smith is not proposed to be included in the Basic Development Plan site development, and is only shown for informational/disclosure purposes. These subject properties may be within the watershed of a water company, or aquifer protection area as provided by Section 8-3i of the Connecticut General Statutes. The Application was submitted today, November 26, 2008, and is available for inspection at the Town Hall at 1540 Sullivan Avenue in South Windsor. This is the same proposal that you previously received notice of by cover letter dated July 18, 2008. If you have any questions regarding this application or would like a courtesy copy of the plan, please call me at (860) 251-5606. Thank you for your cooperation and assistance concerning this matter. VePrIUY yours, ristopher J.' ith CJS/enc / cc: Town of South Windsor, Planning and Zoning Commission d Downeast Associates Limited Partnership 526548 v.01 S5 AN SHIPMAN &GOODWINLLP. COUNSELORS AT LAW RECEI®'T') Christopher j.Smith DEC 0 Phone: (860)251-5606 Fax: (860)251-5318 som WINDSOR PUimliNG DEPT cismith9goodwin.com November 26, 2008 CERTIFIED MAIL RETURN RECEIPT REQUESTED Joseph V. Camposeo, Town Clerk 41 Center Street P.O. Box 191 Manchester, CT 06045-0191 Re: Notice pursuant to Section 8-7d(f) of the Connecticut General Statutes regarding the filing of an application for approval of General Plan of Development ("Application") with the Planning and Zoning Commission of the Town of South Windsor, pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut, to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut, and within five hundred feet of the boundary of Manchester, Connecticut. The subject retail development provides for partial access across an existing driveway located on real property known as 1524 Pleasant Valley Road, Manchester, Connecticut. Dear Mr. Camposeo: Pursuant to Section 8-7d(f) of the Connecticut General Statutes, I am writing to inform you of the filing of an application for approval of General Plan of Development with the Planning and Zoning Commission of Town of South Windsor (copy of application form and cover letter enclosed for your convenience). The applicant is Downeast Associates Limited Partnership ("Downeast"). Three of the subject properties, 22 Wheeler Street, 2 Smith Street and 7 Smith Street, are currently located ONE CONSTITUTION PLAZA I HARTFORD,CONNECTICUT 06103-1919 1 860-251-5000 1 WWW.SHIPMANGOODWIN.COM r in the Development Commercial Zone District, as provided by the South Windsor Zoning Regulations. Downeast's Application proposes a retail site development over these three properties. Although not included in the specific site development proposal, the Application also depicts an adjacent lot owned by Downeast that is currently located in the Rural Residential Zone District ("RR"), and is known as 367 Smith Street ("RR property"). This adjacent lot may be the subject of a future application by Downeast to rezone 367 Smith Street from RR to DC to accommodate a possible expansion of the proposed Basic Development Plan. However, 367 Smith is not proposed to be included in the Basic Development Plan site development, and is only shown for informational/disclosure purposes. The Application was submitted today, November 26, 2008, and is available for inspection at the Town Hall at 1540 Sullivan Avenue in South Windsor. This is the same proposal that you previously received notice of by cover letter dated July 18, 2008. If you have any questions regarding this application or would like a courtesy copy of the plan, please call me at (860) 251-5606. Thank you for your cooperation and assistance concerning this matter. Very ly yours, hristophe J. mith CJS/enc cc: Town of South Windsor, Planning and Zoning Commission Downeast Associates Limited Partnership Mark Pellegrini, Director of Planning and Economic Development 526548 v.01 S4 p L ' SHIPMAN &GOODWINLLP. COUNSELORS AT LAW Christopher j. Smith `c�'\` Phone:( 0)251-5606 � Fax: 860)251-5318 cjsmithCa?goodwin.com November 26, 2008 CERTIFIED MAIL RETURN RECEIPT REQUESTED Capitol Region Council of Governments 241 Main Street Hartford, CT 06106 Re: Notice pursuant to Section 8-3b of the Connecticut General Statutes regarding the filing of an application for approval of General Plan of Development ("Application"), pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut, to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut, and within five hundred feet of the boundary of Manchester, Connecticut The subject retail development provides for partial access across an existing driveway located on real property known as 1524 Pleasant Valley Road, Manchester, Connecticut. To Whom It May Concern: Pursuant to Section 8-3b of the Connecticut General Statutes, I am writing to inform you of the filing of an application for approval of General Plan of Development with the Planning and Zoning Commission of Town of South Windsor (copy of application form and cover letter enclosed for your convenience). The applicant is Downeast Associates Limited Partnership ("Downeast"). Three of the subject properties, 22 Wheeler Street, 2 Smith Street and 7 Smith Street, are currently located in the Development Commercial Zone District, as provided by the South Windsor Zoning Regulations. Downeast's Application proposes a retail site development over ONE CONSTITUTION PLAZA I HARTFORD,CONNECTICUT 06103-1919 1 860-251-5000 1 WWW.SHIPMANGOODWIN.COM these three properties. Although not included in the specific site development proposal, the Application also depicts an adjacent lot owned by Downeast that is currently located in the Rural Residential Zone District ("RR"), and is known as 367 Smith Street ("RR property"). This adjacent lot may be the subject of a future application by Downeast to rezone 367 Smith Street from RR to DC to accommodate a possible expansion of the proposed Basic Development Plan. However, 367 Smith is not proposed to be included in the Basic Development Plan site development, and is only shown for informational/disclosure purposes. The Application was submitted today, November 26, 2008, and is available for inspection at the Town Hall at 1540 Sullivan Avenue in South Windsor. This is the same proposal that you previously received notice of by cover letter dated July 18, 2008. If you have any questions regarding this application or would like a courtesy copy of the plan, please call me at (860) 251-5606. Thank you for your cooperation and assistance concerning this matter. Very t ly yours, hristoph J. mith CJS/enc cc: Town of South Windsor, Planning and Zoning Commission Downeast Associates Limited Partnership 526548 v.01 S3 SHIPMAN &GOODWINLLP. COUNSELORS AT LAW �r�����® Christopher J. Smith S��NW�NpSORPIANNIN6�EpT' Phone: (860)251-5606 Fax: (860)251-5318 cismithOgoodwin.coni November 26, 2008 CERTIFIED MAIL RETURN RECEIPT REQUESTED Connecticut Water 25 North Road East Windsor, CT 06088 Re: Notice pursuant to Section 8-3i of the Connecticut General Statutes regarding the filing of an application for approval of General Plan of Development ("Application"), pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut, to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut. The subject retail development provides for partial access across an existing driveway located on real property known as 1524 Pleasant Valley Road, Manchester, Connecticut. To Whom It May Concern: Pursuant to Section 8-3i of the Connecticut General Statutes, I am writing to inform you of the filing of an application for approval of General Plan of Development with the Planning and Zoning Commission of Town of South Windsor(copy of application form and cover letter enclosed for your convenience). The applicant is Downeast Associates Limited Partnership ("Downeast"). Three of the subject properties, 22 Wheeler Street, 2 Smith Street and 7 Smith Street, are currently located in the Development Commercial Zone District, as provided by the South Windsor Zoning Regulations. Downeast's Application proposes a retail site development over these three properties. Although not included in the specific site development proposal, ONE CONSTITUTION PLAZA I HARTFORD,CONNECTICUT 06103-1919 1 860-251-5000 1 WWW.SHIPMANGOODWIN.COM the Application also depicts an adjacent lot owned by Downeast that is currently located in the Rural Residential Zone District ("RR"), and is known as 367 Smith Street ("RR property"). This adjacent lot may be the subject of a future application by Downeast to rezone 367 Smith Street from RR to DC to accommodate a possible expansion of the proposed Basic Development Plan. However, 367 Smith is not proposed to be included in the Basic Development Plan site development, and is only shown for informational/disclosure purposes. These subject properties may be located within a designated watershed of Connecticut Water, or aquifer protection area as provided by Section 8-3i of the Connecticut General Statutes. The Application was submitted today, November 26, 2008, and is available for inspection at the Town Hall at 1540 Sullivan Avenue in South Windsor. This is the same proposal that you previously received notice of by cover letter dated July 18, 2008. If you have any questions regarding this application or would like a courtesy copy of the plan, please call me at (860) 251-5606. Thank you for your cooperation and assistance concerning this matter. Very t my yours, ristopher J. mith CJS/enc cc: Town of South Windsor, Planning and Zoning Commission✓ Downeast Associates Limited Partnership 526548 v.01 S2 A\ SHIPMAN &GOODWINLLP.. COUNSELORS AT LAW Christopher J. Smith ! Phone: (860)251-5606 Fax: (860)251-5318 cjsmithC@-goodwin.com �S Sp�tNWtNQS���t�� November 26, 2008 CERTIFIED MAIL RETURN RECEIPT REQUESTED Metropolitan District Commission C/O District Clerk 555 Main Street Hartford, CT 06106 Re: Notice pursuant to Section 8-3i of the Connecticut General Statutes regarding the filing of an application for approval of General Plan of Development ("Application"), pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut, to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut. The subject retail development provides for partial access across an existing driveway located on real property known as 1524 Pleasant Valley Road, Manchester, Connecticut. To Whom It May Concern: Pursuant to Section 8-3i of the Connecticut General Statutes, I am writing to inform you of the filing of an application for approval of General Plan of Development with the Planning and Zoning Commission of Town of South Windsor (copy of application form and cover letter enclosed for your convenience). The applicant is Downeast Associates Limited Partnership ("Downeast"). Three of the subject properties, 22 Wheeler Street, 2 Smith Street and 7 Smith Street, are currently located in the Development Commercial Zone District, as provided by the South Windsor Zoning Regulations. Downeast's Application proposes a retail site development over these three properties. Although not included in the specific site development proposal, ONE CONSTITUTION PLAZA HARTFORD,CONNECTICUT 06103-1919 860-251-5000 1 WWW.SHIPMANGOODWIN.COM i the Application also depicts an adjacent lot owned by Downeast that is currently located in the Rural Residential Zone District ("RR"), and is known as 367 Smith Street ("RR property"). This adjacent lot may be the subject of a future application by Downeast to rezone 367 Smith Street from RR to DC to accommodate a possible expansion of the proposed Basic Development Plan. However, 367 Smith is not proposed to be included in the Basic Development Plan site development, and is only shown for informational/disclosure purposes. These subject properties may be located within a designated watershed of the Metropolitan District Commission, or aquifer protection area as provided by Section 8-3i of the Connecticut General Statutes. The Application was submitted today, November 26, 2008, and is available for inspection at the Town Hall at 1540 Sullivan Avenue in South Windsor. This is the same proposal that you previously received notice of by cover letter dated July 18, 2008. If you have any questions regarding this application or would like a courtesy copy of the plan, please call me at (860) 251-5606. Thank you for your cooperation and assistance concerning this matter. Very ly yours, ristopher . Smith CJS/enc cc: Town of South Windsor, Planning and Zoning Commission Downeast Associates Limited Partnership 526548 v.01 S 1 . 1 ZN Sf-IIPMAN s GOODWINLLP., COUNSELORS AT LAW ge109YED NO ;� Z008 Christopher J. Smith SOUP MBSORPONNOVYL Phone: (860)251-5606 Fax: (860)251-5318 cismith@goodwin.com goodwin.com November 26, 2008 Hand Delivered Planning and Zoning Commission Of the Town of South Windsor Attn: Marcia A. Banach, Director of Planning 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application-for Approval of General Plan of Development ("Application pursuant to Sections 4.3 and 8.6 3 of the Zoning Regulations of the Town of South Windsor, Connecticut ("Regulations"), to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut (collectively, "subject property") Application submitted by the owner of subject property, Downeast Associates Limited Partnership ("Downeast"). Dear Chairperson Patrick Kennedy: Please be advised that the undersigned represents the owner/applicant Downeast with regard to the above-referenced Application for approval of a proposed General Plan of Development, as provided by Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor ("Regulations"). Downeast hereby withdraws the above-referenced Application. Downeast contemporaneously submits a new Application for a comparable retail site development of the subject property. ONE CONSTITUTION PLAZA I HARTFORD,CONNECTICUT 06103-1919 860-251-5000 1 WWW.SHIPMANGOODWIN.COM Thank you for your, and the Commission's, anticipated cooperation and assistance concerning this matter. Very y yours, e J. Smith Agent and Attorney for Downeast Associates Limited Partnership cc: Downeast Associates Limited Partnership, (w/enclosures) CPH Engineers, Inc., A. Carpenter, P.E., (w/enclosures) 526520 v.01 S3 - 2 - SHIPMAN &GOODWINLLP. COUNSELORS AT LAW Christopher J. Smith Phone: (860)251-5606 Fax: (860)251-5318 cismith@goodwin.com November 26, 2008 Hand Delivered Planning and Zoning Commission Of the Town of South Windsor Attn: Marcia A. Banach, Director of Planning 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application for Approval of General Plan of Development ("Application pursuant to Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor, Connecticut ("Regulations"), to permit a retail site development of real properties known as 22 Wheeler Road, 2 Smith Street, 7 Smith Street, and 367 Smith Street, located in the Town of South Windsor, Connecticut (collectively, "subject property"). Application submitted by the owner of subject property, Downeast Associates Limited Partnership ("Downeast Dear Chairperson Patrick Kennedy: Please be advised that the undersigned represents the owner/applicant Downeast with regard to the above-referenced Application for approval of a proposed General Plan of Development, as provided by Sections 4.3 and 8.6.3 of the Zoning Regulations of the Town of South Windsor ("Regulations"). Downeast is the owner of the subject property that is included in the Application. Three of the subject properties, 22 Wheeler Street, 2 Smith Street and 7 Smith Street, are currently located in the Development Commercial Zone District ("DC") as provided by the Regulations ("DC properties"). Downeast's Application proposes a retail site development over these three properties. Although not included in the specific site development proposal, the Application also depicts an adjacent lot owned by Downeast that is currently located in the Rural Residential Zone District ("RR"), and is known as 367 Smith Street ("RR property"). This adjacent lot may be the subject of a future application by Downeast to rezone 367 Smith Street from RR to DC to accommodate a possible expansion of the proposed Basic Development Plan. However, 367 Smith is not proposed to be included in the Basic Development Plan site development, and is only shown for informational/disclosure purposes. ONE CONSTITUTION PLAZA I HARTFORD, CONNECTICUT 06103-1919 1 860-251-5000 WWW.SHIPMANGOODWIN.COM As you are aware, the Planning and Zoning Commission of the Town of South Windsor ("Commission") recently proposed to rezone Downeast's DC properties to the Buckland Road Gateway Development Zone ("GD"). Prior to the Commission taking action on this proposed change of zone, Downeast filed an Application for approval of a similar General Plan of Development with the Commission on May 21, 2007. The Commission subsequently "tabled" the aforementioned change of zone proposal. Due to statutory time constraints, Downeast withdrew the May 21, 2007 Application. Downeast resubmitted similar Applications on October 5, 2007 (second application), February 26, 2008 (third application) and July 18, 2008 (fourth application) and due to statutory time constraints, Downeast withdrew all those applications. Downeast hereby submits this Application, which is similar to the prior four Applications, for a retail development of Downeast's DC zoned properties. This new Application will commence new statutory timeframes. As provided by Sections 4.3 and 8.6.3 of the Regulations, Downeast hereby submits the following Application and support documents: 1. Duplicate original Application for General Plan of Development duly executed by the owner/applicant Downeast; 2. Three sets of maps depicting existing structures, roads and paths, and existing conditions of the subject property; 3. Three sets of documents depicting the location of adjoining properties and names of property owners, and existing structures and land uses within 500 of the subject property; 4. Three sets of documents depicting present and proposed land uses within the General Plan of Development, including, but not limited to, proposed square footage for the retail structures; 5. Three sets of documents depicting the location of proposed major thoroughfares, pedestrian and vehicular circulation patterns, public and private streets, and road - 2 - linkages. A "Traffic Impact and Access Study," prepared by Vanasse & Associates, Inc., dated May 2007, is also included which provides a comprehensive analysis of pre and post-development traffic generation, and recommended traffic mitigation measures to ensure that the General Plan of Development will not adversely impact levels of service ("LOS") for the immediate intersections; 6. Three sets of plans depicting the three phases of the General Plan of Development with associated acreage; 7. Three sets of documents depicting the general system of utilities and improvements required to service the development, and three copies of a "Statement of Projected Impact on Town;" 8. Three sets of a soil survey map, with a summary of soils data; 9. Three copies of a "Wetlands Assessment Report," prepared by ENSR Corporation and dated May 19, 2007, confirming that there are no regulated areas on the subject DC properties, and no regulated activities associated with the General Plan of Development. Although not required, Downeast filed a Minimal Impact Application with the Inland Wetland/Watercourse and Conservation Commission of the Town of South Windsor. Three copies of the application form and cover letter are included in this submittal for the Commission's convenience; 10. Three copies of a map depicting open space within the DC zoned properties, with provision for the proposed first two phases of development under the subject General Plan of Development; 11. Three copies of a plan depicting information relative to the fact that Downeast will consider any recommended improvements to accommodate public transportation - 3 - 12. Three copies of a "Fiscal Impact Analysis," prepared by Realty Concepts, Inc., dated May 19, 2007; and 13. Filing fee in amount of$600. In addition, I enclose an authorization letter from the Plaza at Buckland Hills, LLC ("Buckland Hills"), the owner of adjacent property known as 1524 Pleasant Valley Road, Manchester, Connecticut, confirming that Downeast is authorized to submit the Application and will be provided access rights to utilize the existing access driveway located on the westerly side of the Buckland Hills property to accommodate the proposed retail site development of Downeast's subject property with approximately 357,035 square feet of retail development, as depicted on the Application's Plan entitled, "South Windsor Towne Plaza, Phase I & Phase II," prepared by CPH Engineers, Inc., dated May 18, 2007. As discussed with Marcia A. Banach, AICP, Director of Planning for the Town of South Windsor, this Application is submitted pursuant to Sections 4.3 and 8.6.3 of the Regulations. Downeast looks forward to working with the Commission and community in providing a retail site development of the subject property that everyone will be proud of. If you have any questions, please do not hesitate to contact the undersigned. Thank you for your, and the Commission's, anticipated cooperation and assistance concerning this matter. Ve my yours, ristopher mit Agent and torney for Downeast Associates Limited Partnership cc: Downeast Associates Limited Partnership, (w/enclosures) CPH Engineers, Inc., A. Carpenter, P.E., (w/enclosures) - 4 - Page 1 of 1 Banach, Marcia From: Banach, Marcia Sent: Wednesday, January 14, 2009 9:42 AM To: cjsmith@goodwin.com Subject: Downeast Associates Hi Chris, We're going to need an extension for Downeast Associates; the public hearing has to be held on January 27. Can you get that to me as soon as possible, please?Thanks. Also, the Commission has set a new public hearing date of February 24 for the Commission-sponsored zone change from DC to Gateway for your client's property as a result of the 6.5-month time frame outlined by your client in last week's conference call. Any questions, call. Marcia A ganach,Director of Planning Town Of South Windsor 1 5+0 Sullivan Avenue,South Windsor,CT 0607+ 860-644-25 1 1 ext 253 marcia.banacha-southwindsor org 1/14/2009 T f FISCAL IMPACT ANALYSIS 55.95 ACRES SMITH STREET SOUTH WINDSOR, CONNECTICUT I REALITY CONCEPTS, INC. ' COUNSELORS • INVESTMENT MANAGERS : t FISCAL IMPACT ANALYSIS 55.95 ACRES SMITH STREET SOUTH WINDSOR, CONNECTICUT l i Realty Concepts, Inc. l ��1\ 001 REALTY CONCEPTS INC Counselors-Investment Managers-Appraisers 2i14 Boston Post Road,Unit 9C.GY-u i€or c T (-4 '° t_ 10.g1 453 [ s f(2 3)4,58 268",' gF.,,.ratg rc�:fi ccxnctpts.net May 21, 2007 Atty. Christopher J. Smith Shipman & Goodwin, LLC One Constitution Plaza Hartford, CT 06103-1919 RE: Smith Street 55.95 Acres Proposed 330,000 Sq/Ft Retail Development South Windsor, CT Dear Atty. Smith, At your request, I have reviewed the r p oposed development submitted by the applicant, Simon Property Group, Inc., for the above referenced property to the South Windsor, CT Planning & Zoning Commission. The purpose- of this analysis:is to determine the impact of the proposed 330,000 square foot Retail Complex Development on municipal services. This is a general consulting report and is not a consulting appraisal report or an appraisal report as defined under the Uniform Standards of Professional Anoraisal Practice (USPAP). Pertinent current town records were examined including zoning regulations, Plan of Development, site development plans prepared by applicant, Simon Property Group, traffic reports by Vanasse & Associates, Inca of Andover, MA dated May 2007 and other pertinent data. The "Proposed development of the site does not propose any direct impact to any jurisdictional wetlands or watercourses" based on a wetlands assessment report by ENSR Corporation of Willington, CT dated May 19, 2007, and therefore does not meet the criteria as a "significant impact activity". The proposed development meets the 2002 South Windsor Plan of Development and is within the requirements of the South Windsor Planning and Zoning Regulations and is subject to approval by the South Windsor Planning and Zoning Commission. The-purpose of this analysis is to determine the fiscal impact of the proposed 350,000+/- square foot retail development, if approved, on the municipal service and school system of the Town of South Windsor, Connecticut as of May 21, 2007. Realty Concepts,Inc. i Atty.Christopher J. Smith May 21 2007 r J 1 have reviewed the proposed development of the 55.95 site as a 330,000 square foot retail center as proposed by the applicant. I have reviewed the current South Windsor real estate zoning regulations, 2002 Town Plan of Development and real estate market conditions in South Windsor, Connecticut, The Traffic Report by Vanasse & Associates, Inc. and the Wetlands Assessment Report by ENSR Corporation. All these factors, including a review of the Town of I� South Windsor 2006-2007 municipal and school budgets, were considered within this analysis in determining the impact of the proposed development. The above referenced reports are under separate cover and are an integral part of this analysis and must be used in conjunction with this analysis. Following is a summary of my findings as of May 21, 2007: 1) The proposed development should have_a positive fiscal impact on the Town of South Windsor, Connecticut with minimal impact on the demand for town services, in particular, no impact on the school system. 2) An increase in property tax revenue can be anticipated due to the proposed development and can be favorably anticipated by the Town of South Windsor. This will lessen the tax impact on the residential property tax base. 3) The proposed retail development is in concert with the Town of South Windsor Plan of Development and also with other current developments in the immediate area of the subject property. 4) The Town of South Windsor has anticipated the growth of commercial development in the Town. This foresight has placed no additional demand on the current municipal public safety staff, equipment or budget. Attached please find the method of analysis and a summary of my findings. Respectfully, Stanley A. G zdowski, CRE, CCIM, FRICS Consultant CT Certified General Appraiser No.. 237 Expires April 30, 2008 Enclosures 27111 I t 1 Realty Concepts, Inc. 4 Y _ w�•"• '�' _ 1 � .� ,f• �� � ..F�"� + r+ �dim t y. • ��+ CED e � y . 'C �".'"iy's..'v' +'� fir:�,�`'+-:ii.�j .... •��„�.:.' g�,pn y'+YjJl":x��� ?� �.®'^� ' ,Y,�y J� �df.. ,K �..� Ma y�s� +5+�,+S'.;n. ,,e,.. ,� :r. ♦ '°.. { a/ Fd �.,>,: px..•'� •d_ .r.^^'1,-.i �JJf:. .� a - °'..'�'+�+ y �w+ `�^'� �„ d�,* z ..+,aJw ,�i:.a Y,r a C r,,. �.,�,,.L4. ,, �°+a ek ••SS J7 -!fit<<�� �$�, 1G ', �y[ ya',r�..,.A,., -�. x*:w�' K .t �,• 1.� d!"� IIM s � 'T'� "'Y "'!tli '..jai..�.r. Aiy 1 'Sr •'ir' +�+a' M ' ;.v ,Y�`+ xY ,� '4 � ^�` L,i'. x `�. � ,P y Z�yv1�s�•A r� v+- ,�4 y�: �, � ���, �#0 y�,,j�'d•,w1��id*�„ '� +." �";u� tT«Y�a ��Y �.►� ,,��`�° � y&i ,.+„ �.t� j � �'�'�s ..r't, ��e �.y, '• E}�� �ti",; �'•,y ' ;,i�*—i':'��. ,.,, z S"� C'� ,+Fr'� s'iY ,:>)$i`� �, ryia •�. Y� "'W ,{.:z ,� � `� •' •;naa '2�'q^"`' �. .^ R i .da'.944� ti r si+ a a �,y; �.'� ''�: � "�'. 1� ,�`' `M+v aM'�I :`.+.". 'y` .+p�'f, •�j a..Y S vl'� ~.e,Y+ � 'w.i.Y ki n�. . .. •?�„ _:. �,g: � .!" � ,i. "dlvaw ': �,ar. A'{r.;,ra t ++I. ��^'r '�.°,.; ru , V JR, i i IDENTIFICATION OF PROPERTY Assessors Records Address - MAP LOT - ACRES 2 Smith Street 17 16 6.8 22 Wheeler Road 17 17 46.25 7 Smith Street 18 16 2.70 367 Smith Street 18 14.2 .95 ENVIRONMENTAL DISCLAIMER- The analysis is based on the assumption that the p property is not .negatively affected by the existence of hazardous substances or detrimental environmental conditions unless otherwise stated in this report. The consultant is not an expert in the identification of hazardous substances or detrimental environmental conditions. The appraiser's routine inspection of and inquiries about the subject property did not develop any information that indicated any apparent significant hazardous substances ors detrimental environmental conditions which ' would affect the property unless otherwise stated in this report. It is possible that tests and inspections made by a qualified hazardous substance and environmental expert would reveal i the existence of hazardous substances or detrimental environmental conditions on or about the property that would negatively affect its value. The appraiser assumes no responsibility for the presence of radon gas, as the appraiser has no expertise in this area. The Consultant is relying on the developer to provide any environmental studies which may affect this analysis. SITE DESCRIPTION The subject property is comprised of four parcels totaling approximately 55.95 +/- acre parcel (Assessors Records= 56.70 Acres)of unimproved land on the south side of Smith Street and the east side of.Wheeler Road. The site is level with street grade. The site is mostly level (� topography. WETLANDS � Based on a report by ENSR Corporation of Willington, CT dated May 19, 2007 it is ENSR's opinion is the proposed development does not meet the criteria as a "significant impact activity" i as defined in Connecticut General Statutes 22a-36 to 22a-45 and the South Windsor Wetland/Watercourse and Conservation Regulations.This report is under separate cover. Utilities The subject property has the following utilities available from Smith Street and Wheeler Road; public telephone, electric, sewers, water and cable are available: ZONING The subject property is in a 1 p p Y Designed Commercial Zone (DCZ) in theTown of South Windsor. The proposed development is designed to meet the requirements of the South Windsor Planning and Zoning Regulations. Excerpts of the regulations are in the addenda of this report. The reader should refer to the South Windsor Zoning Regulations, under separate cover, for additional information. Realty Concepts, Inc. 10 11�/ immu A-Ri ate.: b 40 LN ww Oki Mll ma �4��i MAP& PROPOSED DEVELOPMENT PLAN 4t'I ,iFQ R South Windsor r� 7 Town Line f; -----....� - r t , , Manchester Town Line Realty Concepts, Inc. 12 t PROPOSED PROJECT The 55.95 acres is proposed to be.developed with about 330,000 square feet of single story retail in 3 buildings. The units will average about 2,500+/-square feet for the satellite stores and 50,000 to about 125,000 square feet for the anchor tenants. Tenancy has not been determined t at the writing of this report. The site will be improved with off street parking (2,800+/- spaces). The site is privately owned Therefore, all the roads, street lighting, trash removal and ground care will be paid by, and be the responsibility of, the owner after completion of the development. The development will be of superior quality and in concert with the architecture and character of South Windsor and the area. Access to the site will be through an existing entry from the existing retail center to the south. TRAFFIC - The traffic report by Vanasse & Associates, Inc. of Andover, MA dated May 2007 indicated the ` roadways and intersections within the study area are expected to experience general traffic volume increases in the area due to the proposed development. With the recommended on site and off-site improvements recommended within their report in place, the study intersections ' are not expected to experience significant delays as a result of the proposed development. r� MANAGEMENT The success and value added_components for the proposed development is the management which is controlled by the developer who is recognized as leader in retail development and management. The owner poses superior experience and management skills. The owner will have central management that affords rules and regulation and enforcement since it is a private development Most private developments have rules and regulations that municipalities do not have, or can not enforce, that add value to the complex. DEVELOPMENT IMPACT The consultant has analyzed the impact of the Y p proposed- 330,000+/-. square foot retail development on municipal services and tax revenue. The consultant has based the following analysis on the following data: 1 DEVELOPMENT VALUE COST Development costs are based on information provided by the applicant and verified by the consultant. Construction cost per square foot for the shell including tenant improvements is estimated to be about $120.00 per square foot. Land value including site improvements is I estimated to be about $200,000 per acre. Supporting land sales data can be found in the addenda of this report. COST TO DEVELOP Site: $200,000 x 55.95 Acres $11,190,000 Building Cost &TI: - 330,000 s/f x $120.00 s/f _ $39,600,000 Estimated Project Value _ $50,790,000 Via Cost Approach SAY: $51,000,000 Realty Concepts,Inc. 13 INCOME APPROACH TO VALUE The Income Approach to Value has been included in this analysis and is considered to be an approach that would be given consideration by the typical Municipal Assessor in Connecticut to estimate the value for ad valorem taxes for the subject property under today's market conditions. The capitalization method used in this analysis report is described as follows: Direct Capitalization Direct Capitalization is a method used to convert an estimate of a single year's income expectancy, or an annual average of several years' income expectancies, into an indication of value in one direct step -- either by dividing the income estimate by an appropriate income rate or by multiplying the income estimate by an appropriate factor. Direct capitalization does not explicitly r differentiate between the return on and return of capital because investor 4� assumptions are not specified. Direct capitalization has the advantage of simplicity, but its primary limitation is that it does not directly address profitability as a determinant of value, and only focuses on momentary income, which is 2nly one of the future benefits of ownership. 1 Subiect Property The site will be improved with 330,000+/- square feet of retail buildings in three free standing +� buildings and 2,800+/- paved parking spaces and landscaping as of the date of this analysis. It Estimated Market Rent 4 After reviewing the current market, information provided by the applicant, and the Net Operating Income data on the following page; and considering the location of the subject property; condition and layout of the buildings, competitive space available, and the general real estate market conditions at this time, it is my opinion that the conservative estimated market rental j rate for the subject property is $14.00 s/f on a pure net plus CAM basis, and is the estimated rent the South Windsor Town Assessor may reflect as current market rent for the subject property. Therefore; $14.00 per square foot pure net represents market rent for the subject property. Estimation of Vacancy and Collection Loss As of the effective date of this analysis, vacancy for buildings of this type averaged around 3% t to 15%. In estimating a stabilized vacancy rate, the location is considered to contribute to good market appeal. Having considered all these factors, a conservative stabilized vacancy rate of 3% is estimated for the subject property. Expenses { Since the subject property is leased on a pure net basis, which means all operating expenses are passed through to the tenants, no expenses will be listed since they offset by the CAM charges. Realty Concepts,Inc. 14 INCOME APPROACH TO VALUE(continued) ALL FIGURES ARE ANNUAL 2007 $/Sq Ft Total POTENTIAL RENTAL INCOME Base rent 330,000 s/f 14.00 4,620,000 Base rent from vacant space 0.00 0.00 Percentage rent(plus base) 0.00 0.00 Percentage rent 0.00 0.00 Common area maintenance 0.00 0.00 Common area maintenance from vacant space 0.00 0.00 Real estate taxes 0.00 0.00 Real estate taxes from.vacant space 0.00 0.00 Marketing 0.00 0.00 Total Rental 14.00 4,620,000 Plus: Other Income(affected by vacancy) Less:Vacancy&Cr. Losses 3% (0.42) (138,600) EFFECTIVE RENTAL INCOME 13.58 4,481,400 Plus: Other Income(not affected by vacancy) 0.00 0.00 GROSS OPERATING INCOME 13.58 4,481,400 {� OPERATING EXPENSES Real Estate Taxes 0.00 0 Personal Property Taxes(included above) Property Insurance 0.00 0 Off Site Management 0.00 0 Payroll 0.00 0 Expenses/Benefits 0.00 0 Taxes/Workers Compensation 0.00 0 Repairs and Maintenance 0.00 0 Utilities: Electric 0.00 0 Gas/Feul 0.00 0 Water/Sewer 0.00 0 Management Base rent 3% 0.00 0 Accounting and Legal 0.00 0 Licenses/Permits 0.00 0 Advertising/Lease-up costs 0.00 0 Supplies 0.00 0 Miscellaneous Contract Services: Water/Sewer 0.00 0 Painting 0.00 0 i Signage 0.00 0 Building Repairs 0.00 0 Miscellaneous 0.20 66,000 TOTAL OPERATING EXPENSES 0.00 66,000 NET OPERATING INCOME - 13.38 4,415,400 Realty Concepts, Inc. 15 Selection of Appropriate Capitalization Rate The appropriate capitalization rate can be estimated through a variety of methods, including comparative analysis, mortgage/equity analysis, and yield rates. The appraiser has estimated a capitalization rate using mortgage/equity criteria. A loan can be made available to a well-capitalized purchaser with financing terms of 80% loan-to-value at a 6.5% effective yield with 25-year amortization. The mortgage constant would be 0.081025. A 10% annual cash-on-cash return is assumed to be adequate to attract equity financing. The mortgage/equity capitalization rate is expressed below. Loan to Value % x Mortgage Constant Factor .80 x .081025 .064820 t� % of Equity % x Cash on Cash Return= .20 x .1000 = .020000 Capital Return Rate = .084820 Rounded To 8.5% Another methodology considered reasonable to estimate an appropriate capitalization rate is a comparative analysis. As reported by various sources located throughout the United States, it was estimated that going in capitalization rates for the majority of commercial property type range between 8.0% and 12%. The predominant range of responses was between 7.75% and 10%. i Given the location and quality of the subject, it is the appraiser's opinion that a capitalization rate of 8.5% would be more appropriate for a property of this type. The likely capitalization rate range applicable to the subject would be 7.5%° to 10%. Capitalization Rate via Comparative Analysis 8•5% I Therefore, the appraiser has determined that a 9.00% cap rate is appropriate for this property type i I I` Realty Concepts, Inc. 16 i � INCOME APPROACH TO VALUE (continued) RealtgRales-c■ Quarter 2007" Communitq 4 Strip Retail Centers Bostonivorcester Stamford Lawrence Norwalk New York Region Income _ r —13�1�. ------ Asking — Rent $23.89 $23.411 $29.101 $2819 $52.99 $51.35 $30.88 Effective Rent l $22.39 $21.841 $27.99 j $2712 $50.50 $48 993 �V$29.09 _ __- -- -- Other Income $112 _^_- _$1.36 $252 $245Total Income $1.45 _---- 5D - $22 931 $29.39 $28.48 $53 02 $5138 $30 55 Vacancy Rate 54/i _ 52Y.� 62i' 58i 89/ -861 80/ 63X EGI $22 25 $21.751 $27.57 $26,831 $48 33 $46.991 28 _ ---- - $28.96!� $28.62 Expenses -- - Total Expenses $5 79 $6 79 ' 1 _ _ $5 65� $6 96 $9 01 $8 79j $6 531 $6.37 Expense Ratio 26 04%; 25 98xi 25.28% 25.32%1 18.6ox 18 71L 22 55'/. 22.26i t Noll $16.45 $16.101 $20.61 $20.04 $39.32 $38.201 $22.43 $22.25 1� Avg Sale Price ' $198 I - -- $195i $197 $1841 $364 $336; $228( $215 OAR 8 3/ 8 3%; 10 5/ 10.9/[ 10.8/ 114/ 9 8xi 10.4J - - -- - - - — - - �, 6RM 885' 893} 704 6.78i 721 687r 760z__- 737 ' . --- ---- - ECaIM 8.901 7,15 6.861 7.53 7.151 7.861 7.49 '4th Quartc r 2006 Data Copyright 2007 RcaRyRa tc-,.com TM i� Value Estimate - Direct Capitalization The current market value of the subject fee estimate is estimated by capitalizing the projected net operating income before adjustments at a 10.0% rate as follows: i - (� E.O.Y. Net Operating Income Estimate- - Capitalization Rate Value $4,415,400 - .085 = $51,945,882 ' SAY: $52 000 000 ESTIMATED MARKET VALUE VIA INCOME APPROACH TO VALUE (DIRECT CAPITALIZATION) FIFTY TWO MILLION DOLLARS ($52,000,000) Realty Concepts,Inc. 17 ASSESSMENT AND TAX DATA The Town of South Windsor assesses real estate at 70% of market value. Real estate in the Town of South Windsor was revalued as of October 1, 2002, and is reflected in the 2005 and 2006 Grand List Assessment. The mill rate as of July 2005 is 32.54mills ($32.54 per thousand dollars of assessment). Therefore; the consultant will utilize for this analysis a 70% assessment rate and a mill rate of 32.54 for real and personal property tax estimates. SCHOOL AGE CHILDREN & TARGET MARKET The consultant has reviewed the South Windsor 2006-2007 Town budget to provide a breakdown of public school aged children, number of pupils and the current cost to educate a child in South Windsor.Based on public information from the Town of South Windsor and State of Connecticut Department of Education, the cost to educate a child for 2006 school enrollment of approximately 5,084 students is about $54,820,012. The per student local cost burden is about $10,782.85 per student. Since this is a retail development there will be no impact on the South Windsor School District and therefore no financial impact to the Town of South Windsor. r PERSONAL PROPERTY TAXES { A result of the proposed development is the addition of new personal property tax to the Town Grand List. Discussions with the Assessor have resulted in a conservative estimate for the subject property is $10.00 per square foot of the gross building area. This results in an estimate of $3,300,000 tax base due to the proposed development. The personal property tax base includes maintenance equipment and store fixtures only. ADDITIONAL TOWN SERVICES The consultant has reviewed the proposed development and has observed the following: That the Town of South Windsor will not be required to plow, maintain or service the site's roadways and parking areas, lighting, sewer and storm drain system, trash removal, and water (including fire hydrants) system. POLICE & FIRE SERVICES In an effort to allocate the cost of Public Safety (emergency services) to the subject, the consultant used the 2006-2007 South Windsor Budget totaling $5,936,480. This equates to a per capita cost of ($5,936,480 + 25,173 - 2006 population) $253.83 per capita. Typically this would be allocated on a per capita basis or an allocation made to the subject property. i A discussion with Police Chief Gary K. Tyler revealed that emergency services has anticipated development in this area of South Windsor as retail and staff and equipment is currently in place to service the proposed development. Therefore; if the proposed 330,000+1- square foot retail development is permitted and built, it will have no increase in demand for police, fire or l emergency services or increases on their budgets. t - - Realty Concepts, Inc. 18 ANALYSIS METHODOLOGY The analysis methodology is to develop the estimated market value of the proposed 330,000+/ square foot retail development; determine the estimated market values of real property and personal property; apply the current assessment valuation method utilized by the Town of South Windsor; apply the current mill rate and estimate the tax revenue generated by the proposed development,then develop the estimated cost to the Town of South Windsor per pupil and any other supportable financial cost to the Town of South Windsor. Once the estimated revenue is developed, the estimated expenses to the Town of South f Windsor are deducted. The same methodology will be utilized for any alternative site development. In the case of the subject property, the assignment is to determine the fiscal impact of the proposed development on the Town of South Windsor. The site is currently zoned for commercial development. There is no comparative alternative use analysis required. Since two methods of estimating value for ad valorem taxes have been used, they will be compared to each other to determine the range of assessment , tax revenue and town expense due to the proposed development.. On the following page is a summary of my findings: - I, r i { 11 : � 1 ' 1 Realty Concepts, Inc. - 19 DEVELOPMENT SITE ANALYSIS And FISCAL IMPACT CALCULATION Income Cost Approach Approach Retail Retail Complex d,0 ,)C'l0 sIr 330,000 s/f Value S5 i.000,000 $52,000,000 Total $ cic U )i? $52,000,000 Total Value $51,000,000 $52,000,000 70%Assessment $35,700,000 $36,400,000 Times Mill Rate 32.54 32.54 Total Real.Estate Tax Revenue $1,161,678 $1,184,456 PERSONAL PROPERTY TAX Fixtures&Equip Est.Value $3,300,000 $3,300,000 Total Value $3,300,000 $3,300,000 70%Assessment $2,310,000 $2,310,000 Times Mill Rate 32.54 32.54 Total Personal Prop. Tax Revenue $75,167 $75,167 TOTAL TAX REVENUE $1,236,845 $1,259,623 t Municipal Expenses School Children (.25x 0 Units) 0 !� Cost/Child(2002) $10,782 Total Ed. Cost $0 i Public Safety $50,000 I, Public Works $50,000 Total City Cost 100 000 100 000 t` NET (Cost)/Revenue to Town $1,136,845 $1,159,623 11 Realty Concepts, Inc. 20 CONCLUSION The preceding p g analysis :clearly demonstrates that the proposed retail development will have - minimal effect on the Town of South Windsor, Connecticut financially. The proposed retail. development would have no allocation of expenses for road maintenance, street lighting, rubbish removal, sewers, and demand for additional public services. Therefore: 1) The proposed development should have a positive fiscal impact on the Town of South Windsor, Connecticut with minimal impact on the demand for town services in particular, no impact on the school system. 2) An increase in property tax revenue can be anticipated due to the ro osed p p development and can be favorably anticipated by the Town of South Windsor. This will lessen the tax impact on the residential property tax base. 3 Th e e proposed retail development is in concert with the Town of South Windsor Plan of Development and also with other current developments in the immediate area of the subject property. ! 4) The Town of South Windsor has anticipated the growth of commercial development in the Town. This foresight has placed no additional demand on the current municipal public safety staff, equipment or budget. 4 l - Realty Concepts, Inc. 21 Stanley A. Gniazdowski, CRE, CUM, FRICS 2514 Boston Post Road, 9C, Guilford, CT 06437 TEL: 203.453.1117 FAX: 203.458-2689 EXPERIENCE Realty Concepts Inc. President Guilford, Connecticut_ 1984 to Present Provided real estate consulting, appraisal,asset management, litigation support and development consulting to national corporations, developers,investors, retailers, governmental agencies, lenders and law firms. *Assignments su ccessfully uccessfully completed include: consulting or valuation of specialized assets, due diligence, workouts and restructuring of assets with values to $100,000,000• restructure ' real estate department of two billion dollar corporation; corporate real estate impact and cost of capital analysis; structure sale lease backs, land lease, master leases, leases and determineleasehold values • bifurcation & negotiation of$80,000,000 partnership; *development management; tax appeal of major assets • market and site demographic studies; gap analysis; surrogate site assemblage• expert witness for unique and specialized assets, inverse condemnation; public hearing testimony for proposed developments , zone changes & development impact studies • commercial appraisals of typical and unique properties and general and transitional management. *National real estate lecturer, trainer and associate professor New York University, CCIM senior I� instructor and trainer for national real estate firms and organizations. ( Cushman & Wakefield New York,New York { Vice President 1982 to 1984. i Performed consulting services to investors and corporate clients; structured transactions for in- ' house brokers and clients.Structured and completed sale of a single asset in excess of $100,000,000; and structured sale lease backs; development structuring and general i counseling. I, W.T. Beazley Company New Haven, Connecticut ( Vice President 1979 to 1982 Financial services division. Responsible for directingproperty p p y management division; structuring condominium conversions; support brokerage division and general counseling and valuation. ' Moniello Associates East Haven Connecticut cut 1973 to 1979 Directed residential and commercial sales departments. Personally specialized in commercial investment sales and consulting. - Realty Concepts, Inc. 22 i EDUCATION • University of New Haven 1972. BS Business Administration. Deans Award Graduate. • Commercial Investment Real Estate Institute five graduate level courses . • Real Estate Securities and Syndication Institute. •Society of Real Estate Appraisers: Market, feasibility and marketability studies. • University of New Haven: Commercial Investment R E Analysis. Appraisal I & II . PROFESSIONALDESIGNATIONS • CRE:Counselor of Real Estate 1987 • CCIM: Certified Commercial Institute Member 1982 • CRS:Certified Residential Specialist 1978 TEACHING AFFILIATIONS *Associate Professor- New York University 1996 -Award for Teaching Excellence • Senior instructor Commercial Investment Real Estate Institute—CCIM program • Instructor- Industrial Development Research Council Corporate Real Estate �, •Compass Management & Leasing PROFESSIONAL AFFILIATIONS •Chairman—2000 CCIM CI 102 Course & Technology Task Force •Chairman - 1995 Connecticut CRE Chapter Chairman - 1992 CCI M Course 101 & Course rewrite �' • Chairman - 1988 Connecticut CCIM Chapter • Chairman Connecticut Association of Realtors: Common Interest.Communities and Rental Housing Law Committee. • Landauer/CCIM National Real Estate Survey- CCIM Editorial member 1995-96 i • Chairman (1989 & 1990) Commercial Investment Real Estate Journal. 4 • CCIM Comprehensive Exam Team and Designation Committee. j, • Education Committee member, American Society of Real Estate Counselor. PROFESSIONAL LICENSES !, • Certified General Appraiser. Broker- Connecticut 9 Licensed Real Estate Securities Connecticut OTHER: i • National lecturer on Real Estate Valuation, Development, Counseling, Market Analysis, and Syndication. • Consulted & Lectured in Hungary; Poland, Russia, Slovakia & Ukraine on Real Estate Financing and structuring transactions *Testified before the State Joint Judiciary Committee as an expert witness on the Connecticut Condominium conversion Law and other real estate issues • President: University of New Haven Alumni Association 1991&1992. • Board of Governors, University of New Haven } ' • Shoreline Foundation REFERENCES: Available upon request 1 Realty Concepts, Inc. 23 t PARTIAL LIST OF CORPORATE US CLIENTS ALLIED SIGNAL ATLANTIC BANK& TRU ST COMPANY AVALON COMMUNITIES, INC. BANK BOSTON CHEMICAL BANK CITIZENS BANK CONNECTICUT HOUSING FINANCE AUTHORITY DATTCO EDENS & EVANT EASTERN EUROPEAN REALTY FOUNDATION EMERGILITE FIRST UNION BANK GOVERNMENTAL AGENCIES GREATER NEW HAVEN CHAMBER OF COMMERCE H. J. RUSSELL CO. j� HARLAND, O'CONNOR, TINE, & WHITE HOMART INTEGRATED RESOURCES - JPI KNIGHTS of COLUMBUS LAFAYETTE AMERICAN BANK (, MARRIOTT CORPORATION METLIFE CAPITAL CREDIT UTOPIA MENTAL HEALTH (, NEW HAVEN SAVINGS BANK NEUROGEN CORPORATION NORTHERN TRUST BANK RHODE ISLAND HOSPITAL TRUST ROCKEFELLOR GROUP ROUSE CORPORATION SCHNEIDER NATIONAL SHAW'S SUPERMARKET SIGMA XI SOUTHERN NEW ENGLAND TELEPHONE COMPANY STOP AND SHOP COMPANIES SWISS BANK t TILCON, INC. TOMASSO BROS. TOWN OF EAST HAVEN TOWN OF MADISON ULBRICH STEEL UNIVERSITY OF CONNECTICUT FOUNDATION UNIVERSITY OF NEW HAVEN UPJOHN COMPANY WALMART YALE UNIVERSITY Realty Concepts, Inc. 24 ADDENDA i f' t�E Realty Concepts, Inc. 25 f STRaTEGICSCHOOL PROFILE 2005-06 South Windsor School District JOSEPH L FOOD,Superintendent Telephone: (860)291-1205 This profile was produced b the Connect' P y lent State Department of Education in accordance with CT Geneial Statutes 10-220(e). COMMUNITY DATA Comity: Hartford Public School En ollnient as a Percent of Toivn Population: 20.6% 2000 Population: 24,412 Public School Enrollment as%of Total Student Population: 95.2% 1990-2000 Population Growth: 10.5% Percent of Adults without a High School Diploma in 2000: 9.3% 2000 Per Capita Income: $30.966 Adult Education Enrollment in 2004-05;School Year: 45 Number of Public Schools: 7 Number of Adults Receiving Diplomas in 2004-05 School Yr.: 14 Number of Nonpublic Schools: 0 District Reference Group(DRG): B DRG is a classification of districts whose students'families are similar in education,income,occupation,and need,and that have roughly similar enrollment. ¢ DISTRICT NEED i C urrent and Post District'q 'd Year Distinct DRG State f Students Eligible for Free/Reduced-Price Meals 2005-06 5.3 4.9 26.9 i 2002-03 5.0 N/A 25.4 K-12 Students with Non-English Home 2005-06 5.5 6.4 12.6 Language 2000-01 4.0 N/A 12.5 t� %of Elementary and Middle School Students Above 2005-06 93.9 93.1 88.0 Entry C,r_Who Attended Same School Previous Yr. 2000-01 93.4 N/A 87.0 %of Kindergarten Students who Attended Preschool, 2005-06 85.7 90.0 79.2 Nursery School,or Headstart 2000-01 84.2 N/A 74.7 %of Juniors and Seniors Working More Than 16 2005-06 24.8 16.9 21.7 Hours Per Week 2000-01 34.4 N/A 31.7 STUDENT ENROLLMENT AND RACE/ETHNICIT4' Enrollment Race/Ethnicity Number Percent Grade Range g PK-12 American Indian 21 0.4 Total Enrollment 5,084 Asian American 338 6.6 5-Year Enrollment Change 0.5% Black 278 5.5 Projected 2010 Enrollment Hispanic 201 4.0 Elementary 1,940 White 4,246 83.5 Middle School i.113 Total Minority 2005-06 838 16.5 High School 1,682 Total Minority 2000-01 630 12.5 Prekindergarten,Other 69 Realty Concepts, Inc. 26 South Windsor Zoning Regulations DESIGNED COMMERCIAL ZOATE 5.4 Designed Commercial Zone .4.1 General. Designed Commercial(DC Zone) shall be designated by the Planning and Zoning Commis- Sion only in accordance with due consideration of the following criteria: Conservation of property values; the impact of traffic in the immediate neighborhood:the general character of the neighborhood:the general welfare of the Town;and in consistency with the objectives and principles of the Comprehensive Plan of Development. 5.4.2.1 Permitted Uses The principal permitted uses are: Buildings for offices. retail sales and business/personal ser- vices along with parking and accessory usesserving the uses}permitted above. Such accessory uses of land or structures shall be intended and designed only for the use, maintenance or op- eration of the property: 5.4.2.2 Special Exception Uses The following additional uses may be permitted in the Design Cormnercial Zone as a Special Exception after public hearing, subject to the provisions of Sections 5.5.3. 5.4.4, and all other applicable sections of these regulations. Such uses will be allowed only when the Commission has determined that: (1) traffic or other hazards will not be created: { (2) general property values will be conserved; 3 • t ) there will be no adverse effects oil existing uses in the area; (4) the general welfare of the community will be served: (5) there will be no adver se impacts on the capacity of present and proposed utilities:,streets, drainage systems.sidewalks,and other infrastructure; (6) no adverse environmental impacts will be created. The Commission may impose additional conditions in accordance with these regulations in order to ensure that all criteria enumerated above and/or within a particular use category are satisfied. 5.4.2.2.a. Day care centers for children.drily licensed by the State of Corwecticut and any other applica- ble agencies,provided the following conditions are.satisfied: ( ) no safety hazards are created, particularly with respect to access into and out of the site and building: (2) any outdoor play area must be substantially level and suited to playground use; (3) any outdoor play area must be located on the site in an area which is removed from any possibility of encroachment by vehicular accidents on adjoining streets: (4) there roust be adequate parking to accommodate any anticipated heavy patronage ftinc- tions such as open house,recitals,plays.etc.: 94 - Realty Concepts, Inc. 27 Section V:Use Regulations,Commercial (5) a school bus turnaround must be provided if any children will be brought to the center by school bus; (6 the surrounding environment must be reasonably free of industrial/commercial pollutants and excessive noise at the time of application,and there must be a reasonable expectation that the surrounding area will remain free of pollutants in the future; (7) the surrounding environment must be reasonably physically and verbally non-threatening to children and staff at the time of application,and there must be a reasonable expectation that the surrounding area will remain non-threatening in the future; (8) if the day care center is to be a separate building. the site must be screened from adjoining sites to the standards established in Sections 10.4.a.1 and I0.4.a.2. Screening may be lo- cated within the required yards If the day care center is located within a multiple tenant facility,any outdoor play.are must be screened from adjoining uses to the standards estab- lished in section 10.4.a.I and 10.4.a..2. 5.4.3 Procedure The applicant shall file with his application, in:seven(7) copies, a General Plan of Develop- ment for all of the property located within the proposed Designed Commercial tonne. The Commission shall,after due notice,hold a public hearing on the application and shall take ac- tion thereon-. all as provided by the Connecticut General Statutes. If the application is ap- proved.the establislunent of the DC zone shall permit the,applicant and/or his assigns to pro- ceed with completion of the development set forth in the General Plan of Development; subject to the remaining provisions of these regulations. The Commission shall require improvements in the utility, transportation, or public service systems of the Town of South Windsor where in the judgment of the Commission the impact of the proposed development will create a direct adverse condition requiring improvements for safe and proper operation,whether such improvements are on or off the site area.Approval of the application shall establish a DC zone for the property described in the application,and the Zoning Map shall be amended accordingly,and one copy of the General Plain of Development and accompanying docnnnents with the approval of the Commission endorsed thereon shall be filed with the Town Clerk,as required by the General Statutes. 5.4.4 General Requirements a. Nlinirmmn Area. The tract shall consist of a single lot or a nunnber of contiguous lots under one ownership or control having a total area of not less than 30 acres. b. Minnimtuni landscaping and open space uses. Parking 1. Not less than ten 10%( )percent of the innterior of a parkin lot coil inung fifty(5t3)or more parking spaces shall be landscaped with trees and continuously maintained.The Commission may waive up to one-half(1/2) of this ten (10%) percent requirement when consistent with the intent of this section. 2. Planting along the perimeter of a parking area, whether screening, landscaping or buffering,will not be considered as part of the ten(10%)percent interior landscaping. 3. Where a parking area abuts the buildings on the subject property,th djacernt border plantings are not considered as part of the interior landscaping. 95 Realty Concepts, Inc. 28 South'ArindsorZonnng Regtilatiorls 4. Planting beds shall have an area of not less than twenty-five(25)square feet,exclud- ing curbing. >. Planting beds must be distributed as evenly as possible throughout the parking area. b_ 1he parking and landscaping plan shall show a satisfactor}r Method of storm drainage and snow storage,and planting beds shall be protected by curbing. 7. The parking lot landscape plan shall be drawn to scale and show the plant list giving connnon name. height,caliper. eventual spread, the quantity of each, and, when ap- propriate.the spacing. S. Ground cover alone is not acceptable.Trees selected will be checked for suitability in rega€d to eventual spread and adaptability to existing soil and climatic conditions. 9. Preparation p n of beds for trees shall be described. Mulched planting beds shall be pro- vided around all trees and shrubs. 10 Gravel or stone shall not be used for ground cover unless suitably contained within the intended area. 11. Trees and bushes planted within five(5)feet of any parking area shall be of a variety capable of withstanding salt damage. 12. When possible,existing trees shall be saved by appropriate welling and mounding. 13. Irr order not to alter excessively the groundwater table. the applicant is encouraged to integrate water detention areas within the overall design of the parking lot. Open Space At least ten o : percent(10/a)of the gross site area(in addition to parking area Landscaping) shall be devoted to open space uses, suitably landscaped and maintained. Such open space !� may include buffers and planting beds adjacent to buildings. c. Setback,Area and Similar Requirements-.Inapplicability of Certain Provisions. j' Except as otherwise provided herein. the provisions of Section 10 shall not apply to any DC zone. provided, however, that the requirements of the Commission for design stan- dards of site improvements shall apply to any such zone, and in addition, every structure shall Have legal access to an arterial street. and no structure and no group of structures i shall be erected in such proximity to any other structure as to constitute a fire hazard,or to ' prevent adequate light and air from reaching such structure. d. Building Height. The building height of any structure within a DC zone shall not exceed forty (40) feet, except that a greater building Height for any structure may be permitted where,in the judgment of the Commission,such greater building height is in keeping with the purpose and intent of these regulations and is approved by an affirmative vote of two- thirds of the Conunission members. e. Roads;Parking Areas.Sidewalks and Curbing. All roads within a DC zone to be dedicated to the Town shall conform to all applicable Town ordinances and regulations. The design of all other accessways shall be subject to approval by the Commission. f. Off-street Parking Requirements/Loading Spaces. 96 Realty Concepts,Inc. 29 Section V:Use Regulations,Commercial The provisions of Section 13 shall apply to all Designed Commercial zones, provided. however,that the Commission may require an additional number of parking spaces within a DC zone or any phase or unit thereof;as the public interest may require, or may vary such requirements for appropriate reasons provided that such reasons are made part of the record.Loading docks will be screened or enclosed. g. Utilities,Sewers,Water Supply,1`ire Protection.Stonn Drainage.auiage. No development plan in a DC zone shall be approved unless adequate public utilities,pub- lic sanitary sewers, and storm drainage are to be provided by the developer or developers, and clear evidence has been furnished of safe and satisfactory means of supplying potable water and fire protection,and unless the proposed utilities,sewers,drainage,potable water supply and fire protection have been shown to be adequate to accommodate reasonably anticipated future development within the DC zone. The developer or developers shall also provide fire hydrants at appropriate locations. All Town specifications for furnishing and installation of water systems and hydrants must be met. h. Utilities. All utilities in the Designed Coininercial development shall be placed underground includ- ing electric power transmission lines and telephone lines,unless waived for sufficient rea- sons and so stated. i. Buffer.Areas. Buffers shall conform to Section 10.4. j. Development of Zone District Over Period of Years. The development of an entire DC zone may be completed in phases or units. A detailed site development plan limited to one or more phases or units may be approved by the Commission, Each phase or unit shall be consistent with the General Plans submitted pursuant to these regulations, and to the requirements of these regulations. and shall be capable of inde- pendent existence without the completion of succeeding stages. 5.4.5 General Plan of Development. The General Plan of Development shall consist of one or more maps at a scale of not less than ! I'100',prepared by an engineer,architect,landscape architect or planner,and accompanying documents,and shall show or indicate: a. Existing structures,existing topography at two(2)foot contours, existing roads and paths. major topographic features, slopes of greater than ten (10%) percent grade and the loca- tion points of scenic interest,and wooded and open areas. b. The location of adjoining properties,the names of the owners of such properties as appear on the latest records in the office of the Assessor;and the existing structures and land uses within 500 feet of the boundaries of the proposed development. c. Present and proposed land uses within the boundaries of the entire proposed development, whether cominercial, service, recreational or open space, or other, and the acreage as- signed to each. Proposed square footage of building or floor area for all proposed uses shall be shown and described in sufficient detail to clearly indicate the nature and scale of 97 Realty Concepts, Inc, 30 r South Windsor Zoning Regulations the proposed uses. The proposed footage as shown shall establish the maximum building sizes and the areas within which it will be permissible to constrict such buildings. d. The location of proposed mayor thoroughfares, and proposed vehicular andpedestrian cir- culation patterns. including location and dimension of private and public streets, and in- eluding proposals for linkage of roads within the zone to the Town and State Highway system, accompanied by a statement regarding estimated peak hours traffic generated for the development phase under construction. e. Whether property within the entire district is to be developed in phases or units,and if it is to be so developed the anticipated location and acreage of such phases or runts. f The proposed general system of utilities,water,supply, fire protection,drainage,and sew- age disposal, including a statement regarding the projected impact on Town water supply; fire protection, drainage and sewage treatment facilities. The projected location of major culverts and of drainage basins serving the district, whether or not within the district, and the projected system of solid waste disposal and its impact on Town facilities for solid waste disposal shall also be indicated. g. A soil survey neap of the Soil Conservation Service of the United States Department of Agriculture, with:summary analysis, with such other information as may be required to show adequate soils data, indicating the type of soils, and their location. and the location of streams. h. The location of any"inland wetland"or`water courses"as defined in Connecticut Public Act No. 155.as amended. is A map or statement indicating the projected amount and locations of open space within the entire district,and the proposals for maintenance of buffers and open space. j. Any projected system for public transportation and its relation to existing systems. k. A statement regarding anticipated costs and revenues to the Town as a result of the antici- pated land uses. 1. Such other relevant information as the applicant may wish to submit. 5.4.6 Approval The General Plan of Development shall, upon approval, be signed by the Chairperson of the Commission,.and filed in the Commission's records. a_ Approval of the General Plan of Development shall be valid for up to ten(10)years from the date of Cornunission approval. b. If construction has not conunenced within the agreed to time, tip to thirty(30)months fol- lowing approval, the Commission may, after a public hearing, modify or terminate such approval. 5.4.7 Detailed Site Plan of(Development foi-Issuance of Building permits: No building perniit shall be issued with respect to property in a DC zone or any phase or unit whereof except in accordance with.approval from-the Planning and Zoning Coriunissiori ob- tained pursuant to the provisions of its regulations, Section 8. as to such property or such - phase or unit thereof. 98 Realty Concepts, Inc. 31 r 10.2 Schedule of Areas,Yards and Height Requirements Zone Minimum Lot Minimum Lot Minimum Lot Area Width* Depth RR 40,000 s.f 175 ft. 200 ft. A-40 40,000 s.f. 150 ft. 200 ft. r - - AA-30 30,000 s.f. 150 ft. 150 ft. A:30 30,000 s.f. 120 ft. 150 ft. - A.20 20,000 s.f. 100 ft. TSO ft. RC 3000 s.f 150 ft. 150 ft. GC 15,000 s.f 100 ft. 150 ft. GD 3 acres 200 ft. N/A CD 5 acres See Sect.5.9.5.a N/A I 20,000 s.f. 100 ft. 150 ft. MF 15 acres 200 ft. 200 ft. R4 2 acres 200 ft. 200 ft. FP 40,000 s.f 150 ft. 200 ft. ©P 5 acres 200 ft. 200 ft. *Lots with fiontage on Buckland Road or Sullivan Avenue have a minin in lot width of 15o feet.Where the requirements of Section 10 are greater,the Section 10 requirements apply. i � - Realty Concepts, Inc. 32 Largest Ta2i2avers The following table sets forth the To-;t:1r's ten 1a�gest t���Rs,ets, per the Grand List dated Octobef "a, 2005_ Name of Taxpav r Nattue of$Lis mess Graiid Teat rQ ofGrand List Evergreen _r Walk Iafest�.le Centel Retail S 22 8,092 2 9 0 1.36% ' CT.Ught&-Po-%ver Utility IS, 4,590 �7-7% 12-Company(Filenes) Retailing/Distributor 15,72 .,i Town Center ofSouth NVinclsflr Retail 13,490,890 _65% Gerber Companies Manufacturing 11,927,60;' .58 Evergreen�%alk LLC Retail 117694;300 _7% Lo yes Herne Centers - Inc.Lic. Real �,ti.�S,��O .4 °o DST Realtt* ,-lallufacturi�ig 9,405.1-70 Target Corp_ Retail SS,211 45% C.T. Water Coinpan Lttilitr S.i 1:192 40° Totem 5133,7511792 ( Source:Tax.n of S-amfn M-ndsor Assessor's Office. t Realty Concepts, Inc. 35 1 TO'N OF SOUTH WINDSOR Connpansson of Annual Expenditures-By Department 2006/2007 2006/2007 2004/05 .2005/06 2005/06 D partmeint Count Description Actual Adopted Estimated Request Approved FINANCE ASSESSOR 220.423 243,804 �, 240,380 251,223 246,223 r BOARD OF TAX REVIEW 126 255 180 255 255 COLLECTOR OF REVENUE 147,731 150,=60 151,760 156,782 136,282 FINANCE OFFUGE 255,201 276,450 272,209 285,448 285,448 Total 623,481 6-1,269 664,529 693,708 698,208 RECORDING&REPORTING TOWN CLERK r 139,714 288,130 188,130 193,300 193,300 Total 189,714 188130 188,1330 193,300 193,300 LA TOWNATTORNEY 183,387 171,368 258,552 239,121 214,121 Total 183,397 171,368 258,852 239,121 214,121 CENTRAL SERVICES TOWN HALL 387,698 344,359 343,869 352,947 319,642 INFORMATION TECHNOLOGY 366,722 336,198 375,693 452,486 429,066 TOTAL QUALITY ALANAGEMENT 12,616 28,000 28;000 29,000 18,000 HEALTH&SAFETY COMMITTEE 0 3,288 3;288 3,387 0 MEDIA I'M 9,500 9,_r+00 7,000 10,000 Total 768,921 721,345 760,350 844,8.20 776,708 Total GENERAL GO'v'E1U'gMENT 2,;6,371 2,869,987 2,984,408 3,122,969 2,997,557 PUBLIC SAFETY POLICE PROTECTION ADMINISTRATION 475,488 431,307 426,017 311,922 306,587 ' OPERATIONS 2,122,145 2,011,461 2,176,445 2,984,649 2,690,347 INFORMATION SERVICES 185,998 195,829 154,176 0 0 ' SUPPORT SERVICES 1,649,923 1,656?868 1,566,055 1,656,6M 1;574,727 t COMMUNITY SERVICES 94,430 125,179 i25,179 142,440 142,440 { Total 4,527,984 4,420,644 4,448,772 5,095,649 4,714,101 FIRE PROTECTION FIRE MARSHAL 85,946 100,834 118,834 102,475 97,483 I SW VOLUNTEER FIRE DEPT. 461,895 495,913 495,913 564,295 520,709 HYDRANTS&WATER LINES 566,229 6600,000 588;082 604,187 604,187 Total 1,1i4,070 1,196,747 1,202,829 1,270,957 1,24379 l Realty Concepts, Inc. 37 t_ TOWN OF SOUTH WMSMSOR Comparison of Annual Expetrditures-By Department 200612W 2006f2007 2004/05 2005/06 2005/06 Department Council Description Actual Adopted Estimated Request Approved (OTHER PROTECTION STREET LIGHTS 318,965 405,972 393,972 482,524 442,500 Total 318,965 405,972 393,972 492,524 442,500 Total PUBLIC SAFETY 5,961,019 6 023.363 6,045,573 6,849,130 fi 78 980 PUBLIC WORKS AIDID'UNISTRATI(N PUBLIC WORKS MANAGEMENT 165,744 168,389 168,389 181,940 181,940 Total 165,744 168,389 168,389 181440 181,940 ENGINEERING TECHNICAL SUPPORT 299,355 286,356 287,980 335,975 325,975 Total 299,355 296,356 287,990 335,975 325,975 STREET SERVICES HIGHWAY MAINTENANCE 1,902,730 1,976,402 1,964,523 2,183,084 2,120,222 MOTOR EQUIPMENT REPAIR 540,216 519,604 ibil,915 629,050 601,579 Total 2,442,946 2,496,006 2,576-038 2,812,134 2,721,801 PARKS&GROUNDS PROPERTY MAINTENANCE ENANCE 784,883 1,014,553 1,018,943 1,202,748 1,121,185 ' Total 784,883 1,014,553 1,018 943 1,202,748 1,121,185 t PUBLIC BUILDINGS BUILDING 't4A]N ENANCE 873,123 930,828 975,279 993,662 989,662 Total 873,123 930,828 975,279 993,662 989,662 i POLLUTION CONTROL REFUSE DISPOSAL 1,512,703 1,716,952 1,689,447 1,804,319 1,770,75.7 i Total 1,512,703 1,716,952 1,689,447 1,304,319 1,770,757 Total PUBLIC WORKS 6,078,754 6,613,084 6,716,476 7,330,778 7111,320 I : Realty Concepts, Inca 38 TOWN OF SOUTH WINDSOR Comparison of Annual Expenditures-By Department 2006/2007 2006/2007 2004/05 2005/06 2005/06 Department Council DeswPtion Actual Adopted Estimated Request gored RECREATION is LIBRARY RECREATION ! ADMINISTRATION 311,893 329,684 334,915 344,923 344,9233 Total 311,89.3 329,684 334,915 344,923 344,923 r LIBRARY LIBRARY 821,478 857,452 857,452 891,777 891,777 Tote 821,478 857,452 857,452 891,777 891,777 . Total RECREATION&LIBRARY 1,133,371 1,187,136 1,192,367 1,236,700 1,236,700 1 HUMAN SERVICES CONSERVATION OF HEALTH ENVIRONMENTAL HEALTH 85,324 99,734 97,626 105,061 102,061 PUBLIC HEALTH NURSE 14,976 18,175 18,175 19,943 19,085 Total 100,300 117,909 115,801 125,004 121,146 HUMAN SERVICES ADMINISTRATION 118,553 123,488 123,488 137,096 132,940 YOUTH AND FAMILY SERVICES 180,605 211,632 211,632 227,684 218,939 ADULT AND SENIOR SERVICES 245,761 266,403 262,173 288,914 274,698 MINI-BUS SERVICE 35,726 56,193 . 47,693 49,087 49,087 SHELTERED WORKSHOPS 3,894 4,144 4,114 4,394 4,394 Total 584,539 661,860 649,100 707,17-5 680,058 Total HUMAN SERVICES 684,839 779,769 764,901 832,179 .901,204 DEBT SERVICE MEREST,BLINDED DEBT 1,246,598 1,154,805 1,154,805 1,017,876 1,017,876 PRINCIPAL,BONDED DEBT 2,580,000 2,605,000 2,605,000 2,675,000 2,075,000 Total DEBT SERVICE 3,826,598 3,759,805 3,759,.805 3,692,876 3,692,876 CAPITAL IMPROVEMENTS 2,235,000 2,716,775 2,736,775 2,985,542 2,785,542 Total CAPITAL IMPROVEMENTS 2,235,000 2,716,775 2,736,775 2,985,542 2,785,542 UNCLASSIFIED CONTINGENCY 47,7U 215,000 215,000 215,OU0 215,000 S.W.PATRIOTIC COMMISSION 12,720 13,500 13,500 13,500 13,500 CEMETERIES 3,000 3,000 3,000 3,000 3,000 i - : Realty Concepts, Inc. 39 4 � TOWN OF SOUTH WINDSOR Comparison cif Annnal E xlitures B Department � - Y eP 2006/2007 2006/2007 2004/05 2005/06 2005/06 Department Covuxa Description Actual Adopted Estimated Request Approved UNCLASSIFIED-(continued) WOOD MEMORIAL LIBRARY 7,500 7,500 7,500 7,500 7,500 SALARY CONTINGENCY 0 40,000 40,000 40,000 40,000 Total 70,931. 279,000 279,000 279,000 279,000 I#IUNICIPAL INSURANCE CASUALTY&LIAB.ILITY INS. 165,485 193,161 189,169 193,413 143,413 Total 165,485 193,161 189,169 193,413 193,413 PENSION CONTRI:BU"TIONS PENSION FUND 175,507 582,945 582,557 857,386 857,386 SOCIAL SECURITY 717,105 774,054 770,217 949,845 806,085 Total 892,615 1,356,999 1,352,774 1,707,231 1,60,471 EMPLOYEE INSURANCE HEALTH&LIFE INSURANCE 1,724,262 1,970,842 1,972,521 2,187,422 1,957,072 Total 1,724 262 1970 842 1972,521 2187 422 1957 072 WORKERS'COMPENSATION INS. 218,351 258,967 255,461 344,121 339,121 - Total 218,351 258,967 255,461 344,121 339,121 UNEMPLOYMENT COMPENSATION 27,548 10,200 7,847 10,200 10,200 Total 27,549 10,200 7,847 10,200 10,200 Total UNCLASSIFIED 3,099,192 4,069,169 4,056,772 4,721,387 4,442,277 TOTAL TOWN EXPENDITURES 25,795,144 28,019,088 29 257,077 30,771,561 29,446,456 "TOTAL BOARD OF EDUCATION 49,231,042 52,303,312 52,303,312 55,370,798 54,820,012 TOTAL BUDGET DG£T 7.5,026,196 80,322,400 80,560,389 86,142,359 84,266,468 : Realty Concepts, Inc. 40 �14iN % Retail Express Pack REALTY CONCEPTS INC Realty Concepts,Inc. i.ornrsrk <•Ittnr>trn rnr Ahlt>suyr .}pp:rr�<er: - - - - ZIPs:06074(South Windsor,CT) 2000-2006 Population:Annual Rate 0 92'k 2006-2011 Population:Annual Rate 0.92% Total Population b0000 �500D t 't h q$ h 2000D i15000 10006 � , 5Q0Q 0 Source:U.S.Bureau of the Census,2000 Census of Population and Housing.ESRI converted 1990 Census data into 2000 geography.ESRI forecasts for 2006 and 2011. i i� �t t i 1 C2006 ESRI On-demand reports and maps from Business Analyst Online.Order at www.esrl.00mlba0 or call 800.292-2224 5/19/2007 Page 1 of 7 Realty Concepts, Inc. 41 t Retail Express Pack Realty Concepts,Inc. REALTY CONCEPTS INC - - S:a7uns,lur=•JtYpeStYih•+JP iviuttri� .•:�pprei,•.r.,, - - - ZIPS:06074(South Windsor,CT) 2000 Population b Sex p Y Males 48.2% Females 51.8% 2006 Population by Sex Males - - 48.2% Females 51.8% 2011 Population by Sex Males 51.1 Females 51.9% 2006 Population by Race - - — -- ----— I - - eo.o � - l � � ,5- � •;�� W f <; 70 0 2i 50 0 n. 40.0 ,a•? � 300 ; 20 0 j c __ Ihlflite Alone Black Atone 01hel Race,A. Two a Mae Races 2006 Hispanic Origin 3.4% Data Note:Persons of Hispanic Origin may be of any race. - - - - % - Source:U.S.Bureau of the Census,2000 Census of Population and Housing.ESRI forecasts for 2006 and 2011. - - 02006 ESRI On-demand reports and maps from Business Analyst Online.Order at www.osri.com/bao or call$00-292-2224 5/1912007 Page 2 of 7 Realty Concepts,Inc. 42 r Retail Express Pack Realty Concepts,Inc. REALTY CONCEPTS INC l d-lnrtngrr:. .Ippra;,rr, - - ZIPS:06074(South Windsor,CT) 2000 Population by Age Total 24.254 0-4 5-9 6.3% 10-14 8.2% 15-19 8.3% 20-24 6.2% 25-34 3.2% 35-44 10.1% 1 45-54 9.6% 55-64 16.4% 65-74 9.7% 75-84 7.0%3.7% 85+ 1:3% 2006 Population by Age Total 25.673 5-9-4 5 5.9% 6.9% 10-14- 15-19 8.3% 20-24 6.8% 25-34 4.4% 35-44 7.8% 45-54 16.3% 55-64 17.8% 1 % 65-74 2.57,2% 75-84 85+ 4.5%° 1.7% 2011 Population by Age Total 26.386 0-4 - 6.0% 5-9 10-14 7.6. % 15-19 7,1% 20,24 % 25-34 8..9 35.44 % 45-54 ` 12.9% 1 1 55- 1 64 3..6% 65-74 7.3/o % 75-84 4.8% 85+ 2.0°h Median Age 2000 2006 41.6.6 2011 _ _ _ 42.$ Source:U.S.Sureau of the Census,2000 Census of Population and Housing.ESRI forecasts for 2006 and 2011. - Realty Concepts, Inc. 43 r1��IN Retail Express Pack Realty Concepts,Inc. REALTY CONCEPTS INC Cane:'srhrrs•fits± ;Wren! 1anngrr.;-Ally r�n�a^ ZIPS:06074(South Windsor,CT) 2000.2006 Civilian Employed Population 16+Annual Rate 0.56% 2006-2011 Civilian Employed Population 16+Annual Rate 0.95% ' Total Civilian Employed Population 16+ �Area1 15000 14000 13000 10000 ' 9000 t1000 ' - 6000 5000 4000 3000 2000 1000 0 2900__ _ _ 2005_. Source:U.S.Bureau of the Census.2000 Census of Population and Housing.ESRI converted 1990 Census data into 2000 geography.ESRI forecasts for 2006 and 2011. t t t 02006 ESRI On-demand reports and maps from Business Analyst.Online.Order at www.*sri.comlbao or call$00-292.2224 5/19/2007 _ -Page 4 of 7 _ Realty Concepts, Inc. 44 Retail Express Pack Realty Concepts,Inc. REALTY CONCEPTS INC _ Cot+naclos,•-hrt�.�,;;nude±M1lamagrrs.r}}r1!�<r#.�r.. - - - ZIP&:06074(South Windsor,CT) 2000-2006 Households Annual Rate 0.91% 2006-2011 Households Annual Rate 0.6% Total Households I �Arera1 ;, h0000 19000 800r? :r Y 7000 1 6000 r 5000 4000 2000 1000 0 Source:U.S.Bureau of the Census,2000 census of Population and Housing.ESRI converted 1990 Census data into 2000 geography.ESRI forecasts for 2006 and 2011. I 1 { @-2006 ESRI On-demand reports and maps_from Business Analyst Online.Order at www.esri.comlbao or call 800.292-2224 - 6/19/2007 Page 5 of 7 1 i Realty Concepts, Inc. 45 t� Retail Express Pack Realty Concepts,Inc. REALTY CONCEPTS INC Zips:060741South Windsor,CT) 1990 Households by Income Household Income Base 7,670 $15,000 $15,000-$24,999 5.1% $25,000-$34,999 0.2% $35,000-$49,999 20.7% $50.000-$74,999 31.7% $75,000-$99.999 31.0%` $100.000-$149,999 17.6% $150.000+ 3.4% 3.4°k Median Household Income $57,602 2000 Households by Income Household Income Base 8,889 000 .3% $155,,00 00-$24,999 5.2% $25,000-$34,999 6.7% $35,000-$49,999 11.5% $50,000-$74,999 23.3% $75,000 $99,999 20.9% $100.000-$149,999 17.6% $150,000-$199,999 6.2% $200,000+ 4.3°k Median Household Income $73,680 2006 Households by income Household income Base 9,374 $15,000 $15,000-$24,999 2.4% 4.4% $25,000-$34,999 4. $35,000-$49.999 $50,000-$74.999 8.1% 1 . k $75,000-$99.999 18;2% $100,000-$149,999 2 % $150.000-$199,999 9 8.. $200.000+ 9.2/o 34 5 Median Household Income $91,345 2011 Households by Income Household Income Base 9,661 $16,000 1.7% $15,000-$24,999 3.0% $25.000-$34.999 3.5% $35,000 $49.999 .2% $50,000 $74.999 $75,000 15: $99.999 13.0/o 0% $100.000-$149,999 30.3% $150,000-$199,999 11.7% $200,000+ 14.5% i� Median Household Income $108.346 ! 2000-2006 Median Household income Annual Rate - 3.5% 2006-2011 Median Household income Annual Rate 3.47% Data Note: Detail may not sum to totals due to rounding.Income represents annual income for the preceding year.income for 2006 and 2011 is expressed In current dollars.including an adjustment for inflation. sourer. U.S.Bureau of the census,2000 Census of Population and Housing.ESRI converted 1990 Census data into 2000 Geography.ESRI forecasts for 2006 and 2011. *2006 ESRI On-demand reports and maps from Business Analyst Online.Order at MNW,gsn.comthao or call 800-202.2224 6/1912007 Page 6 of 7 Realty Concepts,Inc. 46 Retail Express Pack REALTY CONCEITS INC Real Concepts,Realty p s,inc. C:narl7istnr:..in:>;^atra�i•i+E A91rsu,�r+:�-,91Tu�i•:r.•. Zips:06074(South Windsor,CT) 2006 Households by Net Worth Total 374 <$15,000 8,0% $15,000-$34,999 6.4% $31,000-$41,999 33 $50.000-$74,999 . % $75,000-$99,999 5.9% $100,000-$149,999 3.7% $110,000-$249,999 8.4% $250,000-$499,999 11.5% $500,000+ 21.4% Median Net Worth 31.3%$267,946 84 Average Net Worth $26 ,946 2006 Households by Disposable income Total 374 <$15,000 9.A% $15,000-$24,999 &1 $25,000-$34,999 7.% $35,000-$49,999 7.4 $50,000-$74,999 14.2% % $75,000-$99,999 1 .9.3% $100,000-$149,999 12.7% $150,000-$199,999 - 4.5% $200,000+ 3.9% Median Disposable income $63,600 Average Disposable Income $82,259 2000 Housing Units 9,023 Owner Occupied Housing Units 87.6% Renter Occupied Housing Units 10.6% Vacant Housing Units 1.8% 2006 Housing Units 9.544 Owner Occupied Housing Units 89.0% Renter Occupied Housing Units 9.3% Vacant Housing Units 1 8% 2011 Housing Units 9.851 Owner Occupied Housing Units 88 9% 1 Renter Occupied Housing Units 9.2% Vacant Housing Units 1 9% Data Note:Disposable Income is after-tax household income.Disposable income forecasts are based on the Current Population survey,U.S.Census Bureau.Net Worth is total household wealth minus debt,secured and unsecured.Net Worth includes the home equity,equity in pension plans,net equity in vehicles,IRAs and Keogh accounts,business equity,interest-laming assets and mutual fund shares,stocks,etc.Examples of secured debt include home mortgpages and vehicle loans;examples of unsecured debt include credit card debt,certain bank loans,and other outstanding bills.Forecasts of net worth are based on the Survey of Consumer Finances, Federal Reserve Board.Detail may not sum to totals due to rounding. Source: U.S.Bureau of the Census,2000 Census of Population and Housing.ESRI forecasts for 2006 and 2011, s�i i i I Realty Concepts, Inc. 47 r' Retail Goods and Services Expenditures REALTY CONCEPTS INC Realty Concepts,Inc. �. r_iYrin.r'pTS•(u[se.rl nt'Ll<3rRp i,..'.IDJ.rrtuser.. -- - ZIPs:06074(South Windsor,CT) Top Tapestry Segments:. Demographic Summary 2006 2011 In Style 31 9% Population 25,673 26,386 Suburban Splendor 22 90* Households 9,374 9,66•1 Exurbanites 12-0% Families 7,050 7,195 Cozy and Comfortable 8,5% Median Age 41.6 42.8 Sophisticated Squires 7.7% Median Household Income $91,345 $108,346 Spending Average Potential Amount Index Spent Total Apparel and Services 113 $3N9.23 $28.958A76 Man's 122 $629.02 $5,896,398 Women's 105 $978.49 $9.172.381 Children's 128 $570.04 $5,343,542 Footwear 60 $300.58 $2,817.652 Watches&Jewelry 169 $315.66 $2 958,959 ' Apparel Products and Services 201 $295.45 $2,769.544 Computer Computers and Hardware for Home Use 160 $361.59 $3,389,539 Software and Accessories for Home Use 160 $50.41 $472,552 Entertainment&Recreation 159 $5,252.60 $49.237.915 Fees and Admissions 175 $1,068.53 $10,016.440 Membership Fees for Clubs= 179 $292.92 $2.745.817 Fees for Participant Sports.exci.Trips 172 $195.52 $1,832.820 Admission to Movie/TheatrerOperatBailet 163 $240.60 S2,255350 Admission to Sporting Events,excl.Trips 173 $99.07 $928.699 Fees for Recreational Lessons 189 $240.43 S2,253,754 TVNideofSound Equipment 149 $1.625.82 $15,244476 ' Community Antenna or Cable Television 146 $877.38 $8,224,562 Color Televisions 160 $202.28 S 1.896.171 VCRs,Video Cameras,and DVD Players 156 $62.40 $584.933 Video Cassettes and DVDs 147 $75.96 $712,039 Video Game Hardware and Software 153 $54.75 $513.209 Satellite Dishes 156 $3.43 $32.188 Rental of Video Cassettes and DVDs 147 $90.94 $852,469 Sound Equipment' 149 $249.88 S2,342,364 Rental and Repair of TV?Sound Equipment 148 $8.8.1 $82,541 Pets 175 $724.13 $6.786,038 Toys and Games 156 $304,65 $2,855789 Recreational Vehicles and Fees° 164 $669.30 $6.274,038 SportstRecreation,rExercise Equipments 124 $278.71 S2,612,647 Photo Equipment and Supplies' 162 $228.71 $2,143,944 Reading' 161 $352.74 $3,306,543 Food 148 $12,212.18 $114,476,974 Food at Home 14-5 $7 151.98- $67,042.647 Bakery and Cereal Products 146 $1 0513.66 $9,905,092 Meat,Poultry,Fish,and.Eggs 143 $1.852 30 $17,363.446 Dairy Products 146 $781.72 $7,327,858 Fruit and Vegetables 147 $1,260.44 $1 1,815,399 Snacks and Other Food at Homer 146 $2,200.86 $20,630.852 Food Away from Home 152 $5.060-20 $4T434.327 Alcoholic Beverages 151 $868.73 S8A43,493 Nonalcoholic Beverages at Home 144 $605.67 $5.677,559 02006 ESRI On-demand reports and maps from Business Analyst Online.Order at www.esnsom+bao or call 800.292-2224 511912007 Page 1 of 3 Realty Concepts, Inc. 48 Retail Goods and Services Expenditures Realty Concepts,Inc. REALTY CONCEITS INC -- [ ut;-elars �- ,rs; t n 41atzrq�.- :Hpr a)srr; ZIP s.06074(South Windsor,CT) Spending Average Potential Amount Index Spent Total Financial Investments 193 $9,028.70 $84,635,034 Vehicle Loans 146 $8,660.22 $81,180,861 Health Nonprescription Drugs 143 $162.70 $1,525.189 Prescription Drugs 13P $788.33 $7389,834 Eyeglasses and Contact Lenses 159 $136.97 $1,281965 Home Mortgage Payment and Basics 183 $14,950.00 $140,941,256 Maintenance and Remodeling Services 187 $3;327.39 $31,190:945 Maintenance and Remodeling Materialst0 17 $636.83 $5,969.688 Utilities,Fuel,and Public Services 148 $6,277.88 $58,848.839 Household Furnishings and Equipment Household Textiles" 165 $2.19.19 $2,054,699 Furniture 16r $1,019.19 $9,553.903 Floor Coverings 190 $160.05 $1,500.353 Major Appliances'` 160 $455.38 $4.268.770 Housewares73 130 $133.53 $1.251,742 Small Appliances 154 $57.55 $539,507 Luggage 175 S17.94 $168,206 Telephones and Accessories 63 $35.16 $329,619 Household Operations Child Care 167 $694.35 $6:508.810 Lawn and Garden'4 '161 $699.71 $6.559,095 Moving/Storage.-'Freight Express 145 $75.63 $708,961 Housekeeping Supplies,S 151 $1,140 t5 $10,695.287 .Insurance Owners and Renters Insurance 163 $718.27 $6.733.032 Vehicle Insurance 152 $2,084.41 $19,539,296 Life/Other Insurance 1644 $1,062.65 $9,961,256 Health Insurance 146 $2,630.74 $24.660.554 Personal Care Products'E 148 $666.45 $6,247,322 School Books and Supplies'' 135 $158.73 $1,487,958 Smoking Products 132 $653.57 $6.126,539 Transportation i 148 $8,662.49 $81,202A78 Vehicle Purchases tNet 0utiayi'A Gasoline and Motor Oil 146 $2,697.84 $25,289,556 Vehicle Maintenance and Repairs 153 $1,637.41 $15,349,089 Travel Airline Fares 16*a $663.31 $6,217,881 Lodging on Trips 172 $684.11 $6,412,822 i AutorTrucki'Van Rental on 17, Trips 9 : $80.88 $758.142 Food and Drink on Trips 164 $752.57 $7,054 605 Data Note:The Spending Potential Index(SPI)is household-based,and represents the amount spent for a product or service relative to.a national average of 100.Detail may not (� sum to totals due to rounding: (Ii Source:Expenditure data are derived from the 2001.2002 and 2003 Consumer Expenditure Surveys.Bureau of Labor Statistics ESRI forecasts for 2006 and 2011. Realty Concepts, Inc. 49 SOUTH WINDSOR CT Town Noll- 1540 Sullivan Ave.,South Windsor,,CT 0607.4 (860)6"-2511 get> oIt.c•�` Ofee hairs:Monday;Friday 8:00 om to 4:30 pm unless odwwise stag, !dull Ram CURRENT DILL RATE: 32.54 1 South Windsor-,Mig Fate F isioryr ' Gmmd tist Yet Mill Rate 1982 50,330 1983 ji.60 1934 44.70 Rmlahwym Y1mr. Pluoe in(1) 1985 42.70 Phase in(2) 1986 19.10 Plim in(3) 1987 37AW Phase in(4) 1999 3040 P! sa in(5) 1989 33.70 1994 ao.SU 1941 aoso 1992 40.50 1993 41.30 1994 3 7.00 Ravalraapoti Yeas Phase in(1) 1945 33.11 Phase in(2) 19% 31.02 Phasa in(3) ' 1091 33.05 1948 33.05 1999 34.08 2000 36-0? 2001 3T 55 2002 1.9.19 Rac=aluaiins Year 2003 M3 2006 U-64 c.C�tsrgtt{ T"ha brill rate is the member of dollars par ihossattd dollm of assessed value Exempla:for taxable pa�azs..da¢3100.000.00 $100,00000 x.03254-$1 54.00 -1-03123 is 6AMili tataaivi6sd t3y ip06-er that#:tma paryn!Ut) - - - - - - Try our Sample NEE Rate Calcnlator Back to Assessor's Pane �'- httq:llwmc•s�vthrim3yyr.nrgJi�e;,Sx•Ie;gfirci rise>;ur/miNat4.' Realty Concepts, Inc. 50 Traffic Impact and Access Study r South Windsor Towne Center South Windsor, CT Prepared for: CPH Engineers, Inc. Vernon, Connecticut F S06THWi'DBpRic 4Y;VING DcP7 i 1 Transportation Engineers& Planners 10 New England Business Center Drive e 314 Ad d>noduerer. , P/!A 01 t31 0-1 Gl6Et TRAFFIC IMPACT AND ACCESS STUDY SOUTH WINDSOR TOWNE CENTER SOUTH WINDSOR, CONNECTICUT Prepared for: CPH ENGINEERS,INC. VERNON, CONNECTICUT May 2007 0121868 Prepared by: VANASSE&ASSOCIATES, INC. 10 New England Business Center Drive Suite 314 Andover,MA 01810 (978)474-8800 Copyright©2007 by VAI All Rights Reserved CONTENTS EXECUTIVE SUMMARY............................................................................................................. 1 StudyArea.......................................................................................................................... 1 ExistingConditions............................................................................................................ 1 FutureConditions...............................................................................................................2 Analysis Results Recommendations...............................................................................................................4 Conclusions........................................................................................................................4 INTRODUCTION......................................:....................................................................................5 ProjectDescription.............................................................................................................5 StudyMethodology............................................................................................................5 EXISTING CONDITIONS..............................................................................................................7 Geometry............................................................................................................................7 ExistingTraffic Volumes...................................................................................................9 MotorVehicle Crash Data................................................................................................ 10 FUTURE CONDITIONS................................................................................................................ 12 Background Traffic Growth............................................................................................. 12 Site-Generated Traffic...................................................................................................... 14 Trip Distribution and Assignment.................................................................................... 15 Future Traffic Volumes—Build Condition...................................................................... 15 TRAFFIC OPERATIONS ANALYSIS......................................................................................... 17 Methodology................................................:.................................................................... 17 AnalysisResults............................................................................................................... 18 GA4917kepons\T1AS 051807.doc CONTENTS (Continued) CONCLUSIONS AND RECOMMENDATIONS Recommendations.............................................................................................................23 ` Conclusions.......................................................................................................................23 �I G:\4917\reports\T1AS 051807.doe _ FIGURES No. Title 1 Site Location Map 2 2001 Existing Peak Month Traffic Volumes 3 2009 No-Build Peak Month Traffic Volumes 4 Estimated Trip Distribution 5 Estimated Trip Assignment nment Traffic Volumes 6 2009 Build Peak Month Traffic Volumes GA4917\reports\TIAS 051807.doc TABLES No. Title 1 Existing Roadway Traffic-Volume Summary 2 Accident Data Summary 3 Trip Generation Summary 4 Trip Distribution Summary 5 Summary of Peak-Hour Traffic-Volume Increases 6 Level-of-Service Criteria for Signalized Intersections 7 Level-of-Service Criteria for Unsignalized Intersections 8 Intersection Level-of-Service Summary 9 Summary of Vehicle Queue Analysis 10 Mitigated Intersection Level-of-Service Summary G:\4917\reports\T1AS 051807.doc EXECUTIVE SUMMARY Vanasse & Associates, Inc. (VAI) has conducted a Traffic Impact and Access Study (TIAS) in order to assess the traffic impacts associated with a proposed retail development to be located on the north side of Pleasant Valley Road in the Town of South Windsor, Connecticut. This study reviews access requirements, safety considerations, and identifies and analyzes existing traffic conditions and future traffic conditions with the proposed project. This study was prepared in general accordance with the Connecticut State Traffic Commission (STC)guidelines for the preparation of Traffic Impact Studies(TISs). STUDY AREA The study area contains three locations in the vicinity of the project site in the towns of South Windsor and Manchester,Connecticut,which includes the following intersections: • Pleasant Valley Road at I-84 Westbound Ramps • Pleasant Valley Road at the Plaza at Buckland Hills Drive • Pleasant Valley Road at Croft Drive/Manchester Trail EXISTING CONDITIONS A comprehensive field inventory of traffic conditions on the study area roadways was conducted for this project in November 2006. The field investigation consisted of an inventory of existing roadway geometries, and operating characteristics, as well as land use information within the study area. Traffic Volumes Traffic volumes were counted both mechanically and manually in November 2006. All traffic volumes were collected on Friday, November 17 and Saturday November 18, 2006, so as to capture time periods when public schools were in session. Automatic Traffic Recorder (ATR) counts were conducted on Pleasant Valley Road east of Croft Drive for a forty-eight hour period. Manual turning movement counts (TMCs) and vehicle classification counts were conducted GA4917\reports\T1AS 051807.doc 1 during Friday evening (4:00 to 6:00 PM) and Saturday midday (11:00 AM to 2:00 PM) peak periods at the above study locations. The ATR data gathered as part of this study was collected during the month of November. Traffic-volume data compiled by the Connecticut Department of Transportation (ConnDOT) indicated that November Friday and Saturday traffic volumes are approximately 12 percent and 11 percent lower than the peak month (June and July for Friday and May, June, and July for Saturday)volumes, respectively. To reflect the peak month conditions, the collected Friday and Saturday ATR data were increased by 12 percent and 11 percent,respectively. Analysis of the peak-period traffic counts indicates that the evening peak-hour occurs between 5 and 6 PM and the Saturday midday peak-hour occurs between 11 AM and 12 PM. It should be noted that the individual peak-hour volumes for each intersection were used to present a"worst- case"scenario. Pleasant Valley Road in the vicinity of the project site was estimated to carry approximately 9,280 vehicles per day (vpd) on a typical weekday and 8,930 vpd on Saturday during the peak month. Weekday evening peak hour traffic flow is approximately 9.0 percent of daily traffic flow. Similarly, Saturday midday peak hour traffic flow is approximately 7.5 percent of Saturday daily traffic volume. Accident Analysis The accident data for the study intersections were obtained from ConnDOT for the calendar years 2003 to 2005, to identify crash trends and/or safety deficiencies in the study area. Review of the accident data indicated that the Pleasant Valley Road intersection with I-84 westbound ramps experienced the most accidents during this time period, and most of the recorded accidents were angle or rear-end type accidents. No fatalities were observed during this time period. FUTURE CONDITIONS Backeround Traffic Growth To determine traffic growth in the study area, historic traffic count data collected by ConnDOT were reviewed. This data indicates that there has been a slight decrease in traffic volumes over the past several years. For the purpose of this study, a conservative (high) 2.0 percent per year compounded annual growth rate was used to account for general background traffic growth. Specific Development by Others Research was conducted to identify any specific background developments that would have an impact on the traffic operating conditions within the study area by the 2009 Build year. Discussions with the Towns of South Windsor and Manchester indicated there are several projects either approved or being constructed within 1 mile of the project site. Traffic associated with these developments is obtained from their respective traffic report and incorporated into the 2009 No-Build traffic volumes. GA4917VeportATIAS 051807.doe 2 Site-Generated Traffic Volumes Traffic volumes expected to be generated by the proposed facility were forecast using trip-generation data from the Seventh Edition of the Institute of Transportation Engineers (ITE)Trip Generation manual,'based on ITE Land Use Code(LUC)813 and LUC 820. The proposed development consists of approximately 357,035 square foot (sf) of retail space. Based on ITE data, during the weekday evening peak hour, the site will generate 1,619 vph (785 vehicles entering and 834 vehicles exiting) with 1,533 vph new to the roadway system (742 vehicles entering and 791 vehicles exiting. During the Saturday midday peak hour, the site will generate approximately 2,164 vph (1,115 vehicles entering and 1,049 vehicles exiting)with 2,094 trips new to the roadway system (1,080 vehicles entering and 1,014 vehicles exiting). Other generated trips are pass-by trips on the existing roadway. ANALYSIS RESULTS Pleasant Valley Road at I-84 Westbound Ramps Under the 2007 Existing condition, this signalized intersection operates at an overall LOS C during the weekday evening peak hour and LOS D during the Saturday midday peak hour. Under the 2009 No-Build condition, this intersection would operate at an overall LOS D during the weekday evening peak hour and LOS E during the Saturday midday peak hour. Under the 2009 Build condition, the intersection would operate at an overall LOS F during both study peak periods. Recommendations are proposed to mitigate this intersection. Pleasant Valley Road at the Plaza at Buckland Hill Drive Under the 2007 Existing condition, this signalized intersection operates at an overall LOS C during both study peak periods. Under the 2009 No-Build condition, this intersection would operate at an overall LOS C during both study peak periods. Under the 2009 Build condition,the intersection would operate at an overall LOS F during both study peak periods. Recommendations are proposed to mitigate this intersection. Pleasant Valley Road at Croft Drive/Manchester Trail Under the 2007 Existing condition, both northbound and southbound movements operate at LOS B during both study peak periods at this unsignalized intersection. Under the 2009 No- Build condition, the northbound movements would operate at LOS C during both study peak periods, and the southbound movements at LOS B during both study peak periods. Under the 2009 Build condition, the northbound movements are expected to operate at LOS E during the weekday evening peak hour and LOS F during the Saturday midday peak hour. The southbound movements are expected to operate at LOS F during both study peak periods. Recommendations are proposed to mitigate this intersection. 'Trip Generation, Seventh Edition;Institute of Transportation Engineers;Washington,D.C.;2003. GA4917Veports\T1AS 051807.doc 3 RECOMMENDATIONS Pleasant Valley Road at I-84 Westbound Ramps The eastbound approach is proposed to be reconstructed to provide one extra shared through and right turn lane. The northbound I-84 westbound off-ramp is proposed to add an exclusive left-turn lane. Signal timing and coordination offset should also be adjusted. Pleasant Valley Road at the Plaza at Buckland Hills Drive An exclusive right turn lane is proposed to be added to the westbound direction to accommodate the expected right turn volumes. The existing westbound outside shared/through and right-turn lane will be designated as a through lane. Signal timing and coordination offset should also be adjusted. Pleasant Valley Road at Croft Drive The unsignalized intersection is.proposed to be signalized as part of the project. The existing pavement width of Manchester Trail can accommodate three lanes with two southbound exiting lanes and one northbound entering lane. Pavement markings on Manchester Trail are recommended to show one exclusive left turn lane and one shared through and right turn lane. It is recommended that the eastbound Pleasant Valley Road approach be widened to provide an exclusive left turn lane into the site. Signal timings at the intersection are proposed to be coordinated with the adjacent Buckland Hill Plaza Drive and 1-84 westbound ramps intersections. In addition to the proposed roadway/intersection mitigation measures, the following measures should be incorporated on site: • Any vegetation or signs should be placed in such a way as to not exceed 24 inches in height so sight distance is.not obstructed. • STOP signs should be installed and STOP bars be marked at the internal site drive intersections as appropriate,placing them behind any pedestrian crosswalks. CONCLUSIONS The roadways and intersections within the study area are expected to experience general traffic volume increases in the area due to the proposed development. With the recommended on-site and off-site improvements in place, the study intersections are not expected to experience significant delays as a result of the proposed development. GA4917Veport9\TIAS 051807.doc 4 INTRODUCTION VAI has conducted a TIAS to assess the traffic impacts associated with the proposed retail development to be located on the east side of Wheeler Road and south side of Smith Street in South Windsor, Connecticut. This study reviews access requirements, safety considerations, and identifies and analyzes existing traffic conditions and future traffic conditions with the proposed project. PROJECT DESCRIPTION The project site is located south of Smith Street and east of Wheeler Road. The site is bounded by several residential properties in the east, Smith Street in the north, the Manchester town line in the south, and Wheeler Road in the west. The proponent proposes to construct a 357,035 square foot (sf) retail development, including a 207,035 sf stand-alone building and 150,000 sf of separate retail space. Access to the site will be provided by two existing roadways. One is Manchester Trail which connects to Pleasant Valley Road in the north and across Croft Drive; the other is the Plaza at Buckland Hills West Drive which also connects to Pleasant Valley Road from the north. Figure 1 shows the site location in relation to the local roadway network. STUDY METHODOLOGY This study was prepared in general accordance with the State of Connecticut STC guidelines for the preparation of Traffic Impact Studies(TISs); and was conducted in three distinct stages. The first stage involved an assessment of existing traffic conditions in the study area and included an inventory of roadway geometrics, observations of traffic flow, and collection of daily and peak-period traffic counts. In the second stage of the study, future traffic conditions were projected and analyzed. Specific travel demands forecasts for the project were assessed along with future traffic demands due to expected traffic growth independent of the project. In accordance with state guidelines for the preparation of TISs, the Build Year of 2009 was analyzed. Consequently, two future conditions were analyzed: 2009 No-Build peak-month peak-hour condition without the proposed development and 2009 Build Year peak-month peak-hour condition. The traffic analysis conducted in stage two identifies existing or projected future roadway capacity, traffic safety, and site access issues. GA4917VeportATTAS 051807.doo 5 77 �:•� ' •.<•'•• o /�lEi1��,L L� a`^u, �c .:�� `�;� 1 C: f`I sM V /00 SITE .� � •�#� ..wit r} .,N+'y" � /5 1` , ^�` .'`�" /(� 'J` •� I f �� - Sr • �� -ti V r .tea. cV�_ •.`�,� d - � \ (1� .1'�� ` i .t�s. • ter----� � ��. r'J '�is� • � i 73 �`!. ;' > t ,rpll �^V i jt,f(� l t Yt r • ,y � � ' �'1 f, �a � as .;i �'� �;�►-_ �, qit � ,a i t ', t�l f , l;V ,p � f � R,,. ;� ` '�`f� o ,-sad'- • H i 3,"' \� t1\ rr f I 11 1 ,i ` `'; `4;"J �`, r' '`— • :t- �9P'�� V -1V 'j , f l�I ,1 I/T 1PIP W f '�•: v 1 ,\ �{ �• � a ��.���'�R�` '�.— a, �� �1`�4tesve , -, � �� � so GY i E C t • j t f Ta =t2J 4? r t Curse ie Y Al fj '1 ,�` ,'�` 5 r�1► r .��`iWi j51 � ��` � "t � f p r!":�� fld �t�i. Vanessa A Associates, inc. Site Location Map R:\4917\4917sim.dwg 5/16/2007 2:46:20 PM EDT Copyright ©2006 by VAL. All Rights Reserved. The third stage of the study presents and evaluates measures to address traffic and safety issues, if any, identified in stage two of the study. GA4917Veports\TIAS 051807.doc 6 EXISTING CONDITIONS A comprehensive field inventory of traffic conditions on the study area roadways was conducted in November 2006. The field investigation consisted of an inventory of existing roadway geometrics,traffic volumes, and operating characteristics, as well as posted speed limits and land use information within the study area. The study area for the project was selected to contain three major intersections in the vicinity of the project site through which project-related traffic would travel and are listed below. • Pleasant Valley Road at Croft Road/Manchester Trail • Pleasant Valley Road at the Plaza at Buckland Hill driveway • Pleasant Valley Road at I-84 westbound ramps GEOMETRY Roadways Pleasant Valley Road Pleasant Valley Road is a two to four-lane arterial roadway that is under local jurisdiction and has a general east-west alignment in the study area. It connects Main Street in the west in the Town of South Windsor and Buckland Street in the east in the Town of Manchester. Posted speed limits are 30 miles per hour (mph) in the study area. East of the Plaza at Buckland Hills Drive, Pleasant Valley Road carries a four-lane cross-section, with two travel lanes per direction. Extra turning lanes are provided at major intersections. Sidewalks are provided on both sides of the street. Land use along Pleasant Valley Road,within the study area, consists primarily of shopping plazas and vacant land. GA4917\reports\TIAS 051807.doc 7 Intersections Pleasant Valley Road at Croft Road/Manchester Trail The Pleasant Valley Road intersection with Croft Road/Manchester Trail is a four-leg unsignalized intersection with stop controls on the Croft Road and Manchester Trail approaches. The westbound Pleasant Valley Road approach provides an exclusive left-turn lane, a shared through and right-turn lane, and approximate 2-foot wide shoulders on both sides. The eastbound Pleasant Valley Road approach provides an approximate 12-foot wide general purpose lane, a 6-foot wide marked median, and 2-foot wide shoulders on both sides. The northbound Croft Road approach provides a general purpose lane in each direction, separated by a double yellow center line and with no shoulders. The southbound Manchester Trail approach provides an approximate 39-foot wide unmarked lane with no shoulders. Crosswalks do not exist at the intersection. Land uses at the intersection consist of vacant land. Pleasant Valley Road at Buckland Hills Mall Drive/The Plaza at Buckland Hills Drive The Pleasant Valley Road intersection with Buckland Hills Mall Road/The Plaza at Buckland Hills Drive is a four-leg signalized intersection. The eastbound Pleasant Valley Road approach provides an approximate 12-foot wide exclusive left-turn lane, a 12-foot wide shared through and right-turn lane, and 2-foot wide shoulders. The westbound Pleasant Valley Road approach provides two 12-foot wide general purpose lanes and 2-foot wide shoulders. The northbound Buckland Hills Mall Drive provides one approximate 12-foot wide exclusive left-turn lane and one 14-foot wide shared through and right-turn lane. The southbound Buckland Hills Plaza Drive provides one two 12-foot wide exclusive left turn lane, one 12-foot wide through lane, and an approximate 16-foot wide channelized right-turn lane. Crosswalks are marked on the easterly and northerly legs. Signal timing consists of three phases, including one lead phase for the westbound Pleasant Valley Road movements, one phase for Pleasant Valley Road both directions, and one phase for the northbound and southbound movements. Land uses at the intersection consist of a shopping plaza and several residential lots. Pleasant Valley Road at I-84 Westbound Ramps The Pleasant Valley Road intersection with I-84 westbound ramps is a four-leg signalized intersection. The eastbound Pleasant Valley Road approach provides one approximately 12-foot wide exclusive left turn lane, two 12-foot wide through lane, one 13-foot wide exclusive right turn lane, and 2-foot wide shoulders. The westbound Pleasant Valley Road approach provides two 12 to 13-foot wide exclusive left turn lanes, one 12-foot wide through lane, one 12-foot wide exclusive right turn lane, and 2-foot wide shoulder. The northbound I-84 westbound ramps approach provides one approximately 12-foot wide exclusive left-turn lane,one through lane,one exclusive right turn lane, and one 3-foot wide shoulder. The northerly approach is a one-way northbound roadway entering the Plaza at Buckland Hill. Crosswalks exist across the all intersecting approaches except the easterly Pleasant Hill Road approach. Signal timing consists of four phases, including one lead phase for the westbound and westbound Pleasant Valley Road movements, one phase for Pleasant Valley Road both directions, one fully-actuated pedestrian phase, and one phase for the northbound movements. Land uses at the intersection consist of several restaurants. GA49INeponATIAS 051807.doc 8 EXISTING TRAFFIC VOLUMES In order to determine existing traffic-volume demands and flow patterns within the study area, automatic traffic recorder(ATR) counts, manual turning movement counts (TMCs), and vehicle classification counts were conducted. All traffic counts were conducted on Friday and Saturday in November 2006, to capture time periods when public schools were still in session. The ATR count was conducted for a 48-hour period on Pleasant Valley Road, east of Croft Drive. Critical time periods were examined during Friday evening and Saturday midday periods. The peak commuter period TMCs were conducted in fifteen-minute intervals during Friday evening (4:00 to 6:00 PM)and Saturday midday(11:00 AM to 2:00 PM)peak periods. Seasonal Adiustments In order to evaluate the potential for seasonal fluctuation of traffic volumes within the study area, the Connecticut STC was contacted. Discussions indicated that according to most recent continuous count station data, the weekday average daily traffic (ADT) data for the month of November was approximately 12 percent lower than the peak month (June or July) data. The Saturday ADT data for the month of November was approximately 11 percent lower than the peak month(May,June, or July)data. For the purpose of this study,the collected Friday evening and Saturday midday TMC data as well as the weekday and Saturday ATR data were increased to these peak-month conditions,accordingly. In addition,to reflect the 2007 existing condition,a 2 percent growth rate was applied to the 2006 collected volumes. A summary of 2007 existing daily traffic volumes is provided in Table 1. The 2007 existing Friday evening and Saturday midday peak-month peak-hour traffic volumes are depicted on Figure 2. Table 1 EXISTING ROADWAY TRAFFIC-VOLUME SUMMARY Weekday Friday Evening Peak Hour Saturday Saturday Midday Peak Hour Daily Percent Daily Percent Volume Volume of Daily Predominant Volume Volume of Daily Predominant Location (vpd)' (vph)b Traffic° Flowd (vpd)' (vph) Traffic Flow Pleasant Valley Road,east of Croft 9,280 830 9.0 53.40/u,EB 8,930 670 7.5 54.20%,EB Drive Source: ATR counts conducted by VAI,November 2006. 'Two-way daily traffic expressed in vehicles per day,adjusted to 2007 peak month condition. bTwo-way peak-hour volume expressed in vehicles per hour. GThe percent of daily traffic that occurs during the peak hour. dEB=Eastbound. As presented in Table 1, daily traffic flow on Pleasant Valley Road is approximately 9,280 vehicles per day (vpd) on a typical peak-month Friday and 8,930 vpd on a peak-month Saturday. The Friday evening peak hour traffic flow is approximately 9.0 percent of the weekday daily total, while the Saturday midday peak hour traffic flow is approximately 7.5 percent of the Saturday daily total. Friday evening peak-hour has an approximately 53.4 percent eastbound directional flow and Saturday midday peak-hour directional flow is also to the east with approximately 54.2 percent. GA4917%reportATIAS 051807.doc 9 ' rrr '• / rr r r r BUCKLAND HILLS PLAZA MANCHESTER TRAIL a 3 1 w z 0 O O 4--2 N N M 4-66 t 650 •--367 4-362 ♦-308 PLEASANT 1�► t 34► VALLEY 1,4 rt2 ROAD r-1211 426—► � 0 455—► to rn r, 497—► O 14Z N 6� 264-- N O1 Z �d �> 0000 m� 0It I N BUCKLAND HILLS MALL r BUCKLAND HILLS PLAZA MANCHESTER ]RAIL 1 1 w z 0 00 4-0 N'W t87 +-753 fO ♦-327 M't •-306 ♦--358 PLEASANT 1 r*23 VALLEY j�► r*e ROAD j-1139 367�—► to 331� to 584—► T 7-� N 15-�, 385'Z M 0 z 0a 00 m:� 0 NO UD BUCKLAND HILLS Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. 2007 Existing 1A1 Transportation Engineers& Planners Peak Hour Traffic Volumes R:\4917\4917nt1.dwg 5/18/2007 12:52.44 PM EDT Canvriaht CM 2007 by VAL All Riahts Reserved. A review of the peak-period traffic counts indicates that the Friday evening peak-hour generally occurs between 5:00 and 6:00 PM and the Saturday midday peak hour occurs between 11:00 AM and 12:00 PM. The counts are provided in the Appendix of this report. MOTOR VEHICLE CRASH DATA Motor vehicle crash data at the study intersections were obtained from Connecticut Department of Transportation for the calendar years 2003 to 2005, to identify crash trends and/or safety deficiencies in the study area. Motor vehicle crash data for study locations was researched to determine the type of incident, severity, and roadway conditions for each incident. A summary of the data is provided in Table 2. As can be seen from Table 2, the study locations were recorded to experience a total of 16 accidents during the three-year period. Of them, 14 accidents were reported at the Pleasant Valley Road intersection with I-84 westbound Ramps, 1 accident at the Plaza at Buckland Hills Drive, and 1 accident at Croft Drive. It can also be seen from the table that 75 percent(12 accidents)of the recorded accidents were involved with property damage only. It should be noted that there were no fatal accidents reported during the review year period from 2003 to 2005. GA4917keports\TIAS 051807.doe 10 - Table 2 ACCIDENT DATA SUMMARYa Pleasant Valley Road at The Plaza at I-84 westbound Scenario Croft Drive Buckland Hills Ramps Year: 2003 0 0 2 2004 0 0 7 2005 1 1 5 Total 1 1 14 Average" 0.33 0.33 4.67 Type. Angle/Sideswipe 0 0 6 Rear-End 0 0 6 Head-On 0 1 0 Hit Fixed Object 1 0 2 Other or Unknown 0 0 0 Total 1 1 14 Time of Day: Weekday(7:00-9:00 AM) 0 0 2 Weekday(4:00-6:00 PM) 0 0 2 ' Remainder of Day 1 1 10 Total 1 1 14 Pavement Conditions Dry 1 0 Wet 0 0 5 5 Snow 0 0 3 Icy 0 1 0 Unknown 0 0 0 Total 1 1 14 Day of Week: Monday through Friday I 1 I 1 Saturday and Sunday 0 0 3 Total 1 1 14 Severity: Fatal Accident 0 0 0 Injury Type 9 0 1 0 Injury Type Bd 0 0 0 Injury Type C' 1 0 2 PropgM Damage Only 0 0 12 Total 1 1 14 'Source: ConnDOT(Manchester)crash data,2003 through 2005. "Average accidents over three-year period. 'Injury Type A: Incapacitating Injury as defined by ConnDOT. dInjury Type B: Noncapacitating Evident Injury as defined by ConnDOT. 'Injury Type C: Possible Non Evident Injury as defined by ConnDOT. GA4917keports\TIAS 051807.doc 1 I FUTURE CONDITIONS To determine the impact of site-generated traffic volumes on the roadway network under future conditions, baseline traffic volumes in the study area were projected to the year 2009. Traffic volumes on the roadway network at that time, in the absence of the project(that is,the No-Build condition), would include existing traffic, new traffic due to general background traffic growth, and traffic related to specific development by others expected to be completed by 2009. Inclusion of these factors resulted in the development of 2009 No-Build traffic volumes. Anticipated site-generated traffic volumes were then superimposed upon these No-Build traffic-flow networks to develop the 2009 Build volume conditions. BACKGROUND TRAFFIC GROWTH Traffic growth is a function of the expected land development in the immediate area and the surrounding region. Several methods can be used to estimate this growth. A procedure frequently employed estimates an annual percentage increase in traffic growth and applies that percentage to all traffic volumes under study. The drawback to such a procedure is that some turning volumes may actually grow at either a higher or a lower rate at particular intersections. An alternative procedure identifies the location and type of planned development, estimates the traffic to be generated, and assigns it to the area roadway network. This procedure produces a more realistic estimate of growth for local traffic. However, the drawback of this procedure is that the potential growth in population and development external to the study area would not be accounted for in the traffic projections. To provide a conservative analysis framework,both procedures were used. Specific Development By Others Research was conducted in order to determine if there were any projects that would have an impact on future traffic volumes at the study area intersections. Based on the discussions with the Towns of South Windsor and Manchester,there are several development projects close to the study area and they are listed in the following. • The Evergreen Walk mixed-use development is to be located on Buckland Road north of Pleasant Valley Road in South Windsor. The project consists of a 250 room hotel, a 75,000 sf indoor recreation area, 650,000 sf of office space, and 375,000 sf of retail use ' GA4917VeportATIAS 051807.doc 12 r r for a total of 1,230,000 sf. The project related trips were obtained from the traffic study2 for the project and incorporated into the 2009 No-Build traffic networks. • A proposed hotel development with 107 rooms is to be located off Pleasant Valley Road to the south of the study project site in Manchester,Connecticut.The project related trips were obtained from the traffic statement3 for the project and were incorporated into the 2009 No-Build traffic networks. ' • A proposed cinema expansion is located off Redstone Road east of Buckland Hill Street in Manchester, Connecticut. The project involves expanding the existing 89,900 sf, 16 screen Showcase Cinema by 16,059 sf, to provide 776 additional seats and 2 screens. The project related trips were obtained from the traffic study4 for the project and were incorporated into the 2009 No-Build traffic networks. • A proposed BYs Discount Club is to be located off Tolland Turnpike in east side of Buckland Street in Manchester, Connecticut. The project consists of 140,496 sf of development, including 119,598 sf discount club, 14,580 retail, 3,000 sf restaurant, 3,120 sf fast food restaurant with drive-through, and a 12 fuel position gas station. The project related trips were obtained from the traffic study'for the project and incorporated into the 2009 No-Build traffic networks. General Background Traffic Growth To determine traffic growth in the study area, historic traffic count data provided by STC were reviewed. This data indicates that there has been a slight decrease in traffic volumes over the ' past several years. For the purposes of this analysis, a 2.0 percent annual growth rate was selected. Therefore, a 2.0 percent per year compounded annual growth rate was used to account for general background traffic growth. The historical STC data is provided in the Appendix. ' Roadway Improvement Projects Manchester Public Works Department (DPW) was contacted to identify any roadway improvement projects along the Pleasant Valley Road in the general study area by the Build year of 2009. Discussions with the Manchester DPW indicated that a Buckland area transportation study is conducted which covers the Pleasant Valley Road corridor. The report is not completed at this time. Although mitigation measures are expected to be proposed in the report, it is believed that no mitigation actions are going to be implemented by the year 2009. For the purpose of this study,no planned roadway improvements are assumed at the study intersections. rNo-Build Traffic Volumes The 2009 No-Build peak-month peak-hour traffic-volume networks were developed by applying the 2.0 percent per year compounded annual background traffic growth rate to the existing peak- month peak-hour traffic volumes, and adding the site specific developments identified above. Figure 3 shows the 2009 No-Build weekday evening and Saturday midday peak-month peak-hour traffic-volume networks. 2 Traffic Impact Study,Proposed Evergreen Walk Mixed-use Development,South Windsor,Connecticut;F.A.Hesketh &Associates,Inc.;July 2001 3 Traffic Statement,Proposed Hotel Hampton Inn and Suites,Manchester,Connecticut;Close,Jensen and Miller,P.C,; April 2006 4 Traffic Impact and Access Study,Manchester,Connecticut;Greenman-Pedersen,Inc;August 2006 'Traffic Impact Study,Proposed BJ's,Manchester,Connecticut;F.A.Hesketh&Associates,Inc.;February 2006 GA4917keports\T1AS 051807.doc 13 Trqf fic Impact and Access Study-Proposed Retail Development-South Windsorl1lanchester,Connecticut ' BUCKLAND HILLS PLAZA MANCHESTER TRAIL I I w z 0 a 4-2 0 o(on 't-93 4-676 ' —462 M iO 4 451 4 440 PLEASANT 4-36 VALLEY 1 �► J 2 ROAD —1643 501—► 1 525—► u I�r 593—► -r 14Z a 67. M 2987j, :t-m o z C) 0 0� BUCKLAND HILLS MALL BUCKLAND HILLS PLAZA MANCHESTER TRAIL ? r I w z 0 4_0 a M:t 4-125 L783 n o o 4--408 M in 4—380 4 521 PLEASANT l�► r-24 VALLEY j �► --8 ROAD J-1505 46� 'CO o 416—+ 1� 736—► T 7 a 15'7 434� M in 00 7 00 0 z Z)o_ ado m� c�C) I to 0 3 BUCKLAND HILLS Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. 2009 No-Build Transportation Engineers &Planners Peak Hour Traffic Volumes R:\4g17\4017nt2.dwg 5/18/2007 12:55:38 PM EDT CapyAght©2007 by VAL All Rights Reamed. SITE-GENERATED TRAFFIC The proposed facility consists of 357,035 sf of retail development. Of the total building size, approximately 207,035 sf will be used for a stand-alone retail store and 150,000 sf for a strip- type retail center. In order to estimate the number of trips that will be generated by the project, statistics published by the Institute of Transportation Engineers (ITE) Trip Generation manual6 for similar land uses were examined. For the purposes of this study, the ITE Land Use Codes (LUC) 813 and LUC 820 were used to forecast the generated vehicle trips. Using the ' independent variable, trips were projected for the proposed development and the results are presented in Table 3. As can be seen from Table 3, generated trips by the proposed development consist of new and pass-by trips. Pass-by trips are those trips made into the site by those motorists who are already on the roadway system adjacent to the site. They enter the site as an intermediate stop on their way to their respective primary destination. ConnDOT suggests a maximum pass-by rate of the lower of 20 percent of the site-generated traffic or 10 percent of the adjacent street traffic. In this case, 20 percent of the site traffic is higher than 10 percent of the adjacent street traffic. The overall effect of the pass-by trip phenomena is that the increases on traffic due to a project on the adjacent roadway system are reduced. Table 3 PROPOSED SITE TRIP-GENERATION SUMMARY ' Time Period/ Total Retail Total Retail Pass-By Direction Store Trips' Center Tripsb Trips' New Trips Weekday Daily 10,188 8,840 1,024 18,004 Weekday Evening: Entering 392 393 43 742 ' Exitins 409 425 43 791 Total 801 818 86 1,533 Saturday Daily 11,904 11,930 986 22,848 Saturday Midday: Entering 529 586 35 1,080 Exiting 508 541 35 1,014 Total 1,037 1,127 70 2,094 ' 'Based on ITE LUC 813,trip rates,and 207,035 sf. bBased on ITE LUC 820,regression mode,and 150,000 sf. '10%adjacent roadway traffic assumed. As shown in Table 3, during the weekday evening peak hour, the site will generate approximately 1,533 new vehicles per hour (vph) (742 vehicles entering and 791 vehicles ' exiting). During the Saturday midday peak hour, the site will generate approximately 2,094 new vph(1,080 entering and 1,014 vehicles exiting). 6Trip Generation, Seventh Edition;Institute of Transportation Engineers;Washington,D.C.;2003. ' GA491 NeportATIAS 051807.doc 14 TRIP DISTRIBUTION AND ASSIGNMENT The directional distribution of the site-generated trips to and from the proposed development is ' typically a function of population densities, areas of employment, existing traffic patterns at area intersections, and prevailing traffic conditions on area roadways. Considering the nature of the project, it was determined that the trip distribution will follow the existing roadway traffic patterns. Figure 4 illustrates the estimated trip distribution patterns for the proposed ' development. These patterns are shown in Table 4 as well. Table 4 ' TRIP-DISTRIBUTION SUMMARY ' Direction Roadway (To/From) Percent Pleasant Valley Road West 13 East(Entering) 65 East(Exiting) 35 I-84 Westbound Ramp South(Entering) 22 South(Exiting) 52 Total 100 FUTURE TRAFFIC VOLUMES—BUILD CONDITION ' In accordance with ConnDOT guidelines for the preparation of TISs, the 2009 Opening Year Build year condition was analyzed. The 2009 Opening Year Build year networks were developed by superimposing the traffic expected to be generated by the proposed development during the respective peak-hours onto the 2009 No-Build peak-month peak-hour traffic-volume networks. The weekday evening and Saturday midday trip assignment networks are graphically depicted on Figure 5. The 2009 Opening Year Build weekday evening and Saturday midday ' peak-month peak-hour traffic-volume networks are graphically depicted on Figure 6. A summary of peak-hour projected traffic-volume increases in the site proximity are shown in ' Table 5. As shown in Table 5,2009 Opening Year project-related traffic-volume increases in the vicinity of the site are anticipated to range from 18.7 to 27.6 percent, with vehicle increases ranging from 199 to 1,057 vph during the study peak periods. The highest increase in volume is ' expected on Pleasant Valley Road to the east of I-84 westbound ramps. ' G:\4917\reports\TIAS 051807.doc 15 BUCKLAND HILLS PLAZA MANCHESTER TRAIL SITE 1 } 3 I w 13/o o 65% PLEASANT VALLEY ROAD ' o d oa °° ( 35% O> 3 U 0 ' ''BUCKLAND HILLS 52% 22% MALL Trip Distribution Summary %A' Transportation Engineers Planners ' R:\4917\4917tr1p.dwg 5/18/2007 1:09:40 PM EDT Copylght©2007 by VAL A9 Rights Reserved. Trqf flc Impact and Access Study-Proposed I/ment-South WhidsorlAlanchester,Connecticut SITE New Pa ByTrips TripsIn 742 43Out 791 43MANCHESTER Total t 533 86 BUCKLAND HILLS TRAIL PLAZA T a 3 I w Z O PLEASANT f1 1� ~237 VALLEY f--237 ROAD 4—482 102--f 271—► 277—+ —6—► 411--;1, 0 ' z Da t` °° m Q it w� 3 BUCKLAND HILLS MALL o SITE ' New Pass—By Total Trips Trips Trips In 1.080 35 1,115 Out 1.014 35 1,049 MANCHESTER Total 2.094 70 2164 BUCKLAND HILLS TRAIL PLAZA 1 a 3 I w z 0 Co M 4-390 4-580 ' PLEASANT f 1. 4- 30 VALLEY 4 .---36o ROAD 0 702 1 q.81 350—+ 355-1- 4) —5 5277* M N z LJ d d O1 N< 3 BUCKLAND HILLS Trip Assignment ' IAN Transportation Engineers& Planners R:\4917\4917tr1p1.dwg 5/18/2007 1:0.51 PM EDT Copyright©2007 by VAL AH Rights Reewved ' BUCKLAND HILLS MANCHESTER SITE PLAZA TRAIL Q 1 w z z 0 rn n 4-277 w o A-501 4-676 4-425 j1 4 �28 ROAD `6 38 PLEASANT j Y r36 . VALLEY j t 1 14� N 709'-�, z Z F- 0 O CL 0 0� V� vo 3 BUCKLAND HILLS MALL BUCKLAND HILLS ' PLAZA MANCHESTER SITE TRAIL 3 1 w z 0 M N 4-390 a r7 0 4-705 t783 4--378 4-740 --1223 PLEASANT 1 4 2,4► VALLEY �► r8 ROAD j-1505 458-1 04 7 6---► t 1091-0 �t r 7--, N 15Z 961-- M r°ro z �d 00m< ix N O 0� w BUCKLAND HILLS 91Note: Imbalances exist due to numerous curb cuts and side streets that are not shown. 01rolareWro M ag-717-m-, 2009 Build ' 1A1 Transportation Engineers & Planners Peak Hour Traffic Volumes R:\4917\4917nt3.dwg 5/18/2007 1:04:18 PIA EDT C—wfaht 17 2007 by VAL NI Rights ReawM. Table 5 SUMMARY OF PEAK-HOUR TRAFFIC-VOLUME INCREASES" 2009 Traffic-Volume Percent Increase 2009 Opening Increase No-Build vs. Location/Peak Hour No-Build Year Build No-Build vs.Build Build 2009 Pleasant Valley Road, west of Croft Drive: Weekday Evening 1,062 1,261 199 18.7 Saturday Midday 984 1,256 272 27.6 Pleasant Valley Road, east ofl- 84 Westbound Ramp: Weekday Evening 4,019 4,778 759 18.9 Saturday Midday 4,354 5,411 1,057 24.3 I-84 Westbound Ramp, south of Pleasant Valley Road: Weekday Evening 2,851 3,425 574 20.1 Saturday Midday 3,113 3,878 765 24.6 'In vehicles per hour. GA4917keports\T1AS 051807.doe 16 TRAFFIC OPERATIONS ANALYSIS Measuring existing and future traffic volumes quantifies traffic flow within the study area. To assess quality of flow, roadway capacity and vehicle queue analyses were conducted under Existing, No-Build, and Build traffic-volume conditions. Capacity analyses provide an indica- tion of how well the roadway facilities serve the traffic demands placed upon them, with vehicle queue analyses providing a secondary measure of the operational characteristics of an intersec- tion or section of roadway under study. METHODOLOGY Levels of Service rA primary result of capacity analyses is the assignment of level of service to traffic facilities under various traffic-flow conditions. The concept of level of service is defined as a qualitative measure describing operational conditions within a traffic stream and their perception by motor- ists and/or passengers. A level-of-service definition provides an index to quality of traffic flow in terms of such factors as speed, travel time, freedom to maneuver, traffic interruptions, comfort,convenience,and safety. Level of service (LOS) is defined in the Highway Capacity Manual' by six levels. They are given letter designations from A to F, with LOS A representing the best operating conditions and LOS F representing the worst. Since the level of service of a traffic facility is a function of the traffic flows placed upon it, such a facility may operate at a wide range of levels of service, depending on the time of day, day of week, or period of year. Tables 6 and 7 summarize the levels of service and delay criteria for signalized and unsignalized intersections,respectively. M 7Transportation Research Board;Highway Capacity Manual;4`h Edition,Washington,D.C.;2000. GA49I7reports\TIAS 051807.doc 17 Table 6 LEVEL-O&SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS$ ' Average Control Delay Level of Service (Seconds Per Vehicle) A < 10.0 B 10.1 to 20.0 C 20.1 to 35.0 D 35.1 to 50.0 E 50.1 to 80.0 F >80.0 'Source: Highway Capacity Manual, Transportation Research Board;Washington,DC;2000;page 16-2. Table 7 LEVEL-OF-SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONSa Average Control Delay Level of Service (Seconds Per Vehicle) A < 10.0 B 10.1 to 15.0 C 15.1 to 25.0 D 25.1 to 35.0 E 35.1to50.0 F +50.0 'Source: Highway Capacity Manual; Transportation Research Board;Washington,DC;2000;page 17-2. ANALYSIS RESULTS Level-of-service analyses were conducted during the weekday evening and Saturday midday peak-hours for 2007 Existing, 2009 No-Build, and 2009 Build conditions for the intersections within the study area. The intersection capacity was analyzed using Synchro software (version 6). Synchro software is based on Highway Capacity Manual calculation methodology. The intersection analysis results are summarized in Table 8, with detailed calculation sheets presented in the Appendix. The following is a summary of level-of-service analyses for the intersections within the study area. � - 0A4917\reports\T1AS 051807.doc 18 Table 8 INTERSECTION LEVEL-OF-SERVICE SUMMARY �I Signalized 2007 Existing 2009 No-Build 2009 Build Intersection/Peak Hour V/C'_ Delayb LOS' V/C Delay LOS V/C Delay LOS Pleasant Valley Road at 1-84 Westbound Ramp Weekday Evening 0.65 29.3 C 0.87 48.2 D 1.08 >100 F Saturday Midday 0.71 37.8 D 0.94 64.6 E 1.30 >100 F Pleasant Valley Road at the Plaza at Buckland Hill Drive Weekday Evening 0.45 26.7 C 0.54 28.6 C 0.85 90.6 F Saturday Midday 0.41 27.2 C 0.49 28.5 C 1.11 >100 F Unsignalized Intersection/ 2007 Existing 2009 No-Build 2009 Build Critical Movement/Peak Hour Demandd Delay LOS Demand Delay LOS Demand Delay LOS Pleasant Valley Road at Croft Drive NB Croft Drive Weekday Evening: 29 13.6 B 30 16.4 C 30 45.3 E Saturday Midday: 27 15.0 B 28 17.9 C 28 >100 F SB Manchester Trail Weekday Evening: 50 11.7 B 53 13.6 B 478 NCe F Saturday Midday: 67 11.0 B 71 12.2 B 588 NC F 'Volume to capacity. bDelay in seconds per vehicle. °Level of service, dDemand in vehicles per hour. 'NC--Not Calculated.Delay was not calculated by Synchro program for this condition. Pleasant Valley Road at I-84 Westbound Ramps Under the 2001 Existing condition, this signalized intersection operates at an overall LOS C during the weekday evening peak hour and LOS D during the Saturday midday peak hour. Under the 2009 No-Build condition, this intersection would operate at an overall LOS D during the weekday evening peak hour and LOS E during the Saturday midday peak hour. Under the 2009 Build condition, the intersection would operate at an overall LOS F during both study peak r periods. Pleasant Valley Road at the Plaza at Buckland Hill Drive Under the 2007 Existing condition, this signalized intersection operates at an overall LOS C during both study peak periods. Under the 2009 No-Build condition, this intersection would operate at an overall LOS C during both time periods studied. Under the 2009 Build condition, the intersection would operate at an overall LOS F during both study peak periods. Pleasant Valley Road at Croft Drive/Manchester Trail Under the 2007 Existing condition, both northbound and southbound movements operate at LOS B during both study peak periods at this unsignalized intersection. Under the GA4917keports\T1AS 051807.doc 19 2009 No-Build condition,the northbound movements would operate at LOS C during both study peak periods, and the southbound movements at LOS B during both study peak periods. Under the 2009 Build condition, the northbound movements are expected to operate at LOS E during the weekday evening peak hour and LOS F during the Saturday midday peak hour. The southbound movements are expected to operate at LOS F during both study peak periods. QUEUE ANALYSIS Queues were examined at the critical Pleasant Valley Road intersections with the Plaza at Buckland Hills Drive and Manchester Trails (site driveway). The analysis results are summarized in Table 9. Table 9 SUMMARY OF VEHICLE QUEUE ANALYSIS a,b 2009 Build Queue Turning Lane 95"`Queue Time Period/Approach Avg./95fl' Storage Length Over Capacity Pleasant Valley Road at Plaza Drive Weekday Evening. Pleasant Valley Road EB LT 1/2 4 No Pleasant Valley Road EB TH/RT 33/45 44 Yes Pleasant Valley Road WB LT/TH/RT 18/24 38 No Distribution Center Drive NB LT 0/1 13 No Distribution Center Drive NB TH/RT 1/3 13 No Plaza Drive SB LT 12/15 15 No Plaza Drive SB TH/RT 1/2 15 No Saturday Midday: Pleasant Valley Road EB LT 1/2 4 No Pleasant Valley Road EB TH/RT 36/47 44 Yes Pleasant Valley Road WB LT/TH/RT 40/60 38 Yes Distribution Center Drive NB LT 0/1 13 No Distribution Center Drive NB TH/RT 0/1 13 No Plaza Drive SB LT 16/19 15 Yes Plaza Drive SB TH/RT 1/2 15 No Pleasant Valley Road at Croft Drive` Manchester Trail SB LT/TH/RT Weekday Evening: Err 10 Yes Saturday Midday: Err 10 Yes 'In vehicles. bFrom Synchro queue output. 'Only 951h queues are available. EB = eastbound; WB = westbound; NB = northbound; SB = southbound; LT = left-turn; TH=through movement;RT=right-turn. G:OINeports\TIAS 051807.doc 20 - MITIGATION As can be seen from Tables 8 and 9, all three study intersections are expected to experience increasing delays with decreased levels of service as a result of future development. To accommodate the project related traffic and vehicle queues, mitigation measures are proposed at the three intersections and the improved level of service analysis are summarized in Table 10 and presented below. The detailed analysis sheets are attached in the Appendix. Pleasant Valley Road at I-84 Westbound Ramps The eastbound approach is proposed to be reconstructed to provide one extra shared through and right turn lane. The northbound I-84 westbound off-ramp is proposed to add an exclusive left-turn lane. Signal timing and coordination off-set should also be adjusted. With the proposed mitigation measures, the intersection is expected to have an overall LOS D during both the weekday evening peak hour and Saturday midday peak hour. In addition, all movements are expected to operate at LOS E or better during the study peak periods. Pleasant Valley Road at the Plaza at Buckland Hills Drive An exclusive right turn lane is proposed to be added to the westbound direction to accommodate the expected large right turn volumes. The westbound outside shared through and right turn lane will be designated as a through lane. Signal timing and coordination off-set should also be adjusted. With the proposed mitigation measures, the intersection is expected to have an overall LOS C during the weekday evening peak hour and LOS D during the Saturday midday peak hour. In addition,all movements are expected to operate at LOS E or better during the study peak periods. Pleasant Valley Road at Croft Drive The unsignalized intersection is proposed to be signalized as part of the project. The existing pavement width of Manchester Trail could accommodate three lanes with two southbound exiting lanes and one northbound entering lane. Pavement marking on Manchester Trail is recommended to show one exclusive left turn lane and one shared through and right turn lane. The eastbound Pleasant Valley Road is recommended to add an exclusive left turn lane into the site. Signal timings at the intersection is proposed to coordinate with the adjacent Buckland Hill Plaza Drive and 1-84 westbound ramps intersections. With the proposed mitigation measures, the intersection is expected to have an overall LOS C during the weekday evening peak hour and the Saturday midday peak hour. In addition, all movements are expected to operate at LOS E or better during the study peak periods. GA4917\reports\TIAS 051807.doe - 21 Table 10 MITIGATED INTERSECTION LEVEL-OF-SERVICE SUMMARY 2009 Build with 2009 No-Build 2009 Build Proposed Improvements Intersection/Peak Hour V/C'_ Delay' LOS' V/C Delay LOS V/C Delay LOS Pleasant Valley Road at I-84 Westbound Ramps Weekday Evening 0.87 48.2 D 1.08 >100 F 0.96 37.9 D Saturday Midday 0.94 64.4 E 1.30 >100 F 0.99 47.1 D Pleasant Valley Road at the Plaza at Buckland Hills Drive Weekday Evening 0.54 28.6 C 0.85 90.6 F 0.83 30.2 C Saturday Midday 0.49 28.5 C 1.11 >100 F 0.90 39.4 C Pleasant Valley Road at Croft Drive/Manchester Traild Weekday Evening -- -- -- -- -- -- 0.78 22.2 C Saturday Midday -- -- -- -- -- -- 0.85 28.0 C eVolume to capacity. 'Delay in seconds per vehicle. `Level of service. °Unsignalized under future conditions without mitigation. G:W917Veports\TIAS 051807.doc 22 CONCLUSIONS AND RECOMMENDATIONS RECOMMENDATIONS In addition to the proposed roadway/intersection mitigation measures, the following measures should be incorporated on site: • Any vegetation or signs should be placed in such a way as to not exceed 24 inches in height so sight distance is not obstructed. • STOP signs should be installed and STOP bars be marked at the internal site drive intersections as appropriate,placing them behind any pedestrian crosswalks. CONCLUSIONS The previous sections of this traffic report detailed the analysis procedures and results of this traffic study. The roadways and intersections within the study area are expected to experience general traffic volume increases in the area due to the proposed development. With the recommended on-site and off-site improvements in place,the study intersections are not expected to experience significant delays as a result of the proposed development. GA4917VeportATIAS 051807.doe 23 Page 1 Accurate Counts Location : Pleasant Valley Road Gast 978-664-2565 Location :of Croft Drive City/State: Manchester,CT 49170001 Counter : 14016 yJg_ _ _ �B _____ _ _ Site Code:49170001 S ov tart 17-N -6 PiB Hour Totals EB Hour Totals Combined Totals Time Fri Morning Afternoon -Morning Afternoon Mornin Afternoon Morning Afternoon Morning Afternoon 12:00 14 52 5 65 12 15 12 49 3 59 12 30 6 62 1 48 12.45 6 74. _ 38 237 . '. .4, 73 13 255. . 51- 01:00 10 62 7 60 6 59 2"` 72 0130 3 40 0 44 t)-1�45 2 49.=- 21 210. 0 : 61 9 237` 02:00 5 62 6 43 42 45 1- 40- 11. .52;. r_ n; 02:30 2 92 4 53 .- t?2,45 0 fi1 8 264; 3 56. 14 63:00 2 66 0 46 03 30 2 79 3 73 3 45• 5 75 1 300 . : : 3 6 g 04 00 4 77 6 63 04:30 4 84 _:., 6_ 92 tTI AS" 6 ZQ 117 313 l$: 95, 35 342 a2 m 555. 05 00 1 79 11 119 0 15 8 84 . 05:30 5 83 29 77 05;45 7 91 21 342 3"3:. 1;08 - 85 388 1w3Q. 06 00 10 90 33 89 flf3 1r5 21 80 .38 06:30 16 82 69 76 06 45- 24 8� 7 t 339 7S. 65 216 327`` . � 07:00 25 81 93 64 07:30 38 68 93 55 1276 11 38 �300 218 12 __ 9 08:00 37 71 71 51 t1815 42 62 7{5 34 08 30 22 55 64 35 27 52279 150-I ;Q „-.:€_ .. 09:00 25 57 63 30 1915 31 49, $:. 23 09 30 36 63 51 25 09 45 30" 38 12 207 51. ', 3411 11r1 10:00 35 33 48 21 1 fl:15 35 34: 48 26 10:30 33 20 58 23 :10:45 50 26- 1.53 I10 4.9'" 19- 203 11:00 39 27 54 18 41 _ 11 30 - - 45 — 15 - - 71 5 --.-- - 176 88 $4 5 244 40 2,0, , 4 Total 878 292612. - 1715 2596 — 2593 5522 Percent 23.1% 76.9% 39.8% 60.2% 32.0% 68.0% Men m 4w M Page 1 Accurate Counts Location :Pleasant Valley Road East 978-664-2565 Location :of Croft Drive City/State:Manchester,CT 49170001 Counter 14016 Site Code:49170001 Start 13-Nov-06 Tue Wed Thu W� Fri �� N/r3 Sat S-4 Sun Week Average Time NB SB NB SB NB SB NB SB PCB &� A4B SB NB SB 12:00 .... AM * 38 13 53 29 * 46 21 01:00 * * * * * * 21; 9 $H 19 * 30 21 02:00 * * * * * * * 8 14 17 11 12 12 03:00. * * * *.: * * 11 6 9 12 * 10 9'. 04:0017 35 16 13` * 16 24 ©S:OQ * * * * a 14 2Z * 18' S6:': * 71�. 2g5 06:00 * * * 16. . 9 72 * 45 144 0x:Q0! 67 08:00 171 "* 2$6''' * * 128 279 162 206 1 90 90 246 * *, 09:00 * * * * * 1.22 211 168 282; * * 145 246 10 00 * * 153 203 220 186 284 12:00 x' PM 237 255 270 * * 254 288 247 2f0 264 204 308 288 286 246 !Z60. 266 280 250'` 04 00 * * * * * * 313 342 286 294 * 300 318 5-0: * 339 327 255 243 �� 2r'7 1 r 06 00 285 07 00 * * * * * * "76, . 113. 2 k2 231 *, 244 . 224 08:00 * 240 150 190 122 * 215 136 09.00 20 20.71 1,1 0 89 10 * 204 100, .00 * 110 89 127 62 118 76 _ -- __ - :... _ 68 4� $0_:` 61 * 84 501 Lane- 0 - 0 0 0 0 0 0 0 3804 4311 3767 �4120 0 0 —3787 4213 --—-.AM....... .... .. ------ 0 _..... ---------- 0.._.._._ 8115 7887 0 8000 Peak 11:00 07:00 11:00 10:00 11:00 11:00 Vol. 176 400 254 366 215 290 PM - --- _—._. _.... _..... Peak 17:00 17:00 17:00 12:00 17:00 17:00 _. Vol. 342 388 — 318 320 330 352 Comb. Total 0 0 0 0 8115 7887 0 8000 ADT Not Calculated Accurate Counts N/S Street : 1-84 EB Ramps 978-664-2565 File Name :491700A1 E/W Street:Pleasant Valley Road Site Code :49170001 City/State : Manchester,CT Start Date : 11/18/2006 Weather :Clear Page No : 1 Groups Printed-Cars Plaza Dr Pleasant Valley Rd Route 84 EB Ramps Pleasant Valley Rd From North From East From South From West i---------1--L-e - l.__ Start Time i Left! Thru 1 Ri ht Left Thru Right Left Thru Right Left Thru Ri ht Int.Total 11:00 0 0 0 218 62 140 16 41 108 8 114 57 764 11:15 0 0 0 199 51 137 23 37 941 5 117 47 710 11:30 0 0 01 236 46 153 16 31 1041 9 112 71 778 11:45 0 0 0 i 224 85 159 1 25 39 1491 _ _ 9 128 66 884 Total 0 0 0': 877 244 589 80 148 45 31 471 241 3136 12:00 0 0 0' 247 76 163 1 17 36 111 7 148 104 909 12:15 . 0 0 0 267 79 167; 16 31 127 i 8 127 67 889 12:30 0 0 0` 248 71 1731 17 34 98 j 5 109 99 854 12:45 0 _ _ 0_ _ 0 244___73 152k _17 27_ 116_I 9 153 66 857 ---- -- - Total 0 0 1006 299 6551 67 128 4521 29 537 336 3509 13:00I 0 0 0 247 68 175 17 21 80 7 133 66 814 13:15 0 0 0 274 64 172 26 23 112 4 124 78 877 13:30! 0 0 0 255 87 186 14 33 98 6 161 97 937 13:45! 0 0 0 246 77 180 16 26 95 4 130 88 862 Total 0 0 0 j-1022 296 713 73 103 385 21 548 329 3490 Grand Total ! 0 0 0 1 2905 839 1957( 220 379 12921 81 1556 906 10135 Apprch% 0 0 0 I 51 14.7 34.3 11.6 20 68.31 3.2 61.2 35.6 Total% 0 0 0 28.7 8.3 19.3 2.2 3.7 12.71 0.8 15.4 8.9 Plaza Dr -T-pleasant Valley Rd Route 84 EB Ramps p Pleasant Valley Rd North From East From South From West -- - ! APP APP• g APP• APP. Int. i Start Time j Left Thru Right Left Thru Right Left Thru Ri ht Left Thru Right Total Total TotalTotal Total Peak Hour Analysis From 11:00 to 13:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 11:45 0 0 0 0 224 85 159 4681 25 39 149 2131 9 128 66 2031 884 12:00 0 0 0 0 247 76 163 4861 17 36 111 164 7 148 104 2591 909 1215j 0 0 0 0 267 79 167 513, 16 31 127 174 8 127 67 202 889 ____ 12 30; 0 0 0 0_ 248 71 173 4921 17 34 98 149 1 5 109 99 213 854 otal olume;: 0 0 0 0 986 311 662 19591 75 140 485 7001 29 512 336 877 3536 V ! , %Total ; 0 0 0 50.3 15.9 33.8 10.7 20 69.3 1 3.3 58.4 38.3 .000 .000 PHF 000 .000 .923 .915 .957 .955 .750 .897 814 .822 .808 .865 .808 .847 972 Peak Hour Analysis From 11:00 to 13:45-Peak 1 of 1 Peak Hour for Each Approach Begins at: 1 00 13:00 11:30 12:45 +0 mins. i 0 0 0 0 247 68 175 490 16 31 104 151i 9 153 66 228 - +15 mins. 0 0 0 0 274 64 172 5101 25 39 149 2131 7 133 66 206 +30 mins. 1 0 0 0 0 255 87 186 528 17 36 111 1641 4 124 78 206 +45 mins. i 0 0 0 0 246 77 180 503 16 31 127 174; 6 161 97 264 Total ; - -- -- - - 1------ Volume 0 0: 0 0 1 1022 296 713 2031 1 74 137 491 702 I 26 571 307 904 App. Total 0 0 0 50.3 14.6 35.1 1 10.5 19.5 69.9 1 2.9 63.2 34 - ------------ - -- -----_ -- ___- _PHF 000 000 000 000! .932 .851 .958 .962 740 .878 .8A4 824 .M .887 .791 .856 Accurate Counts N/S Street : 1-84 EB Ramps 918-664-2565 File Name :491700A1 E/W Street:Pleasant Valley Road Site Code :49170001 City/State :Manchester,CT Start Date : 11/18/2006 Weather :Clear Page No : 1 I Plaza Dr Pleasant Valley Rd Route 84 EB Ramps Pleasant Valley Rd From North From East From South From West —. App. App. App., --— App. Int. _Start Time i Left Thru fight 1 Total Left: Thru Right Total Left Thru Right Total Left[Thru Right I Total Total Peak Hour Analysis From 11:00 to 13:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 11:45 i 0 0 0 0 229 85 160 4741 25 39 150 214 i 9 129 66 204 892 12:00 I 0 0 0 01 251 77 163 491 17 36 113 1661 7 149 106 2621 919 12:15 0 0 0 0 1 273 81 169 5231 18 31 130 179 i 8 128 67 203 905 12:30 ' 0 0 0 01 253 73 173 499 i 17 34 99 1501 5 110 101 216 865 ---- Volume 0 0 0 0 1006 316 665 19871 77 140 492 709 i 29 516 340 885 3581 %App. Total 0 0 0 50.6 15.9 33.5 1 10.9 19.7 69.4 i 3.3 58.3 38.4 � _ PHF 1 .000 .000 .000 000 921 .929 .961 .9501 .770 .897 .820 .828 .806 .866 .802 .844 .974 -- -- -- Maze r In Out In Total [_834 E=0 834 _l 0 0 Right Thru Left 1 IJ i j � i 1 Peak Hour Data O N North srn i« Cars CD — �,t. - 1 Peak Hour Begins at 11:45 ? 1 �lw ! i°— o. i °-0 o1M - Trucks--- _ _ Tool N�� to— I I I Left Thru Right 1401 492: 1_1346 009 j 2CMI I Out In Total Route 84E6 m s 1 Accurate Counts N/S Street : 1-84 EB Ramps 978-664-2565 File Name :4917O0A1 E/W Street: Pleasant Valley Road Site Code :49170001 City/State : Manchester,CT Start Date : 11/18/2006 Weather :Clear Page No : 1 -----------j Plaza --- Dr —Pleasant Valley Rd Route 84 EB Ramps Pleasant Valley Rd From North From East From South I From West Start Time I Left 1 Thru Right App' Left Thru Right App. Left Thru Right i App' Left I Thru Right App. Int. Total _ Total Total j _ Total Total Peak Hour Analysis From 11:00 to 13:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 11:451 0 0 0 Oj 5 0 1 6; 0 0 1 1 0 1 0 1 ' 8 12:001 0 0 0 0 i 4 1 0 5 i 0 0 2 21 0 1 2 3 10 12:15; 0 0 0 0 6 2 2 10 2 0 3 51 0 1 0 1 16 __12.30 0 0 0 0 5 2 0 7 0 0 1 1 1 0 _ 1 2 3 11 Total Volume 0 0 0 0 20 5 3 28 2 0 7 9; 0 4 4 8 45 — %Total 0 0 0 71.4 17.9 10.7 22.2 0 77.8 0 50 50 PHF .000 .000 .000 .0001 .833 .625 .375 .700 .250 .000 .583 .450 .000 "0 500 .667 .703 - -- 1 -Plaza ur --- �Out l in, Total iJ �J C Oi 0 0 ,Right Thru Left IJ �► Peak Hour Data l .0° iow - � �i f l,�o North lc6l =i 1 -► r Peak Hour Begins at 11:45 1 '�'j � i—, 3 I i � � =Trucks iyi —_—_ 1 O i m— 1 Left Thru Right _241 % 9—i J 33, Out in Total Route 84 EB Ra s Accurate Counts N/S Street : Buckland Hills Plaza Drive 978-664-2565 File Name :491700A2 E/W Street: Pleasant Valley Road Site Code :49170002 City/State : Manchester,CT Start Date : 11/18/2006 Weather :Clear Page No : 1 _ Groups Printed-Cars Plaza Dr Pleasant Valley Rd I Mall Dr ! Pleasant Valley Rd From North I From East From South ; From West Start Time Left Thruht _ Left _ Thru; Right I Left Thru Ri ht Left Thru -Right Int.Total 11:00 66 2 5 0 60 151 3 7 58 6 84 0 306 11:15 89 2 4 1 53 71 2 3 1 ' 7 87 2 258 11:30 90 3 9 2 61 14 1F 0 2 5 6 72 2 266 11:45 76 _ 3 _ 7 0 _ 59 141 4 2 2 8 70 0 245 Total 321 10 25 3 233 501 9 14 66 27 313 4 1075 12:00 79 0 121 0 71 18 1 4 21 4 79 1 271 12:15 92 3 6; 0 72 14 2 2 1 7 70 0 269 12:30; 103 10 61 2 79 15 1 2 1 , 5 71 3 298 12:45 1 _99 6 11 3 62 23 2 _ 3 8 - 73 4 296 Total 373 19 351 5 284 70 6 11 61 24 293 8 1134 13:00 ' 109 9 131 2 61 21 I 1 2 1 11 71 4 305 13:15 102 3 9 i 0 64 18 3 2 0 9 71 2 283 13:30 99 4 81 4 69 21 0 6 3 4 66 3 287 13:45 _ 95 3 8 j 1 _66 _ 191 0 _ 4 0 5 71 3 275 Total : 405 19 38 1 7 260 79 - 4 14 4 29 279 12 1150 Grand Total ` 1099 48 98 1 15 777 199 19 39 761 80 885 24 I 3359 Apprch% 88.3 3.9 7.91 1.5 78.4 20.1 I 14.2 29.1 56.71 8.1 89.5 2.4 Total% 32.7 1.4 2.91 0.4 23.1 5.9 0.6 1.2 2.3 2.4 26.3 0.7 r Plaza Dr -- Pleasant ll Vaey Rd Mall Dr Pleasant Valle Rd I Y From North From East From South From West Start Time Left Thru !Right App' Left Thru 1 Right I App' ' Left I Thru I Right' App' Left 1 Thru Right App. Int. _-_____ Total , I Total( 1 Total Total Total Peak Hour Analysis From 11:00 to 13:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 12:30 103 10 6 1191 2 79 15 961 1 2 1 41 5 71 3 79 298 12:45. 99 6 11 116 j 3 62 23 88 2 3 2 711 8 73 4 85 296 13:00 109 9 13 131 2 61 21 84 1 2 1 4 11 71 4 I 86 305 13:15:15 102 3 9 1141 0 64 18 82 3 2 0 5 9 71 2 82 283 ---- 1 ----------- - -- Totali 413 28 39 4801 7 266 77 350 7 9 4 20 33 286 13 332 1182 Volume 1 %App. 1 86 5.8 8.1 2 76 22 35 45 20 9.9 86.1 3.9 Total PHF 947 .700 .750 .916 .583 _842 .837 .911 1 .583 .790 .500 .714 .750 .979 .813 .965 .969 Peak Hour Analysis From 11:00 to 13:45-Peak 1 of 1 Peak Hour for Each Approach Begins at: _ --- - 12:30 ! 12:00 ---- 1 11:00 ---_ -1-1 imo +0 mins. 103 10 6 119! 0 71 18 891 3 7 58 68 1 6 84 0 90 +15 mins. 99 6 11 1161 0 72 14 86 i 2 3 1 61 7 87 2 96 +30 mins. ' 109 9 13 131 ! 2 79 15 961 0 2 5 71 6 72 2 80 +45 mins. 102 3 9 114 1 3 62 23 88 1 4 2 2 ta 8° 8 70 0 78 Tol -- �---- Volume; 413 28 39 480 5 284 70 359. 9 14 66 89 I 27 313 4 344 -- %App' Total 86 5.8 8.1 I 1.4 79.1 19.5 10.1 15.7 74.2 ( 7.8 91 1.2 _ l PHFI .947 .700 .750 916417 .899 .761 .935 .563 .500 .28 .327 .84-4 4 .899 .500 .896 Accurate Counts N/S Street :Buckland Hills Plaza Drive 978-664-2565 File Name :491700A2 E/W Street:Pleasant Valley Road Site Code :49170002 City/State :Manchester,CT Start Date : 11/18/2006 Weather :Clear Page No ; 1 Plaza Dr T Pleasant Valley Rd i Mall Dr Pleasant Valley Rd From North From East From South - - - _ From West - -—--- m i --_ --- - -T--.~ — ——� Start Time Left Thru Right —1-- App. Left Thru I Right App' ! Left h Right I App Left Thru Right App. Int. _ Total , _ Total j_ Total g Total Total Peak Hour Analysis From 11:00 to 13:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 12:30 I. 103 10 6 1191 2 79 15 96 i 1 2 1 41 5 71 3 79 I 298 12:45 1 99 6 11 1161 3 62 23 88 2 3 4 9 8 75 4 87 300 13:00 i 109 9 13 131 1 2 62 21 85 1 2 1 4. 11 74 4 89 309 _ 13:15'; 102_3___ 9 1141 0 67 18 85 3 2 0 51 9 72 2 83 287 Total ' 413 28 Volume 39 480 7 270 77 3541 7 9 6 22i 33 292 13 338 1194 ; — - %Total 86 5.8 8.1 1 2 76.3 21.8 1 31.8 40.9 27.3 1 9.8 86.4 3.8 PHF .947 .700 .756 _916 .583 .854 .837 .922 .583 .750 .375 .611 750 .973 .813 949 .966 ' Plaza r --- Out In Total E 119 r:7�480 599 I [ 39 28 413 Right Thru Left i � I Peak Hour Data o� t ' M � T -- North slams- h m J ; v MI a°I N y N clMt i ;N;F —► I Peak Hour Begins at 12:30 m N �MI Cars m (D S�I ` Trucks r N• I I Left Thru Ri ht :. 1 '1 -9 1 —4 [ 22] C70 Out In Total Mall Dr I Accurate Counts N/S Street :Buckland Hills Plaza Drive 978-664-2565 File Name :491700A2 E/W Street:Pleasant Valley Road Site Code :49170002 City/State :Manchester,CT Start Date : 11/18/2006 Weather Clear Page No : 1 Plaza Dr Pleasant Valley Rd Mall Dr Pleasant Valley Rd From North _ From East _ From South App. I _ i From West Start Time Left Thru Right Total Left Thru Right Total j Left j Thru i Right j Total Left Thru Right Total Total — Peak -=--Hour Analysis From 11:00 to 13:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:45 12:45 i 0 0 0 0 j 0 0 0 01 0 0 2 21 0 2 0 2 4 13:00' 0 0 0 0 0 1 0 1 j 0 0 0 0 0 3 0 3 4 13:151 0 0 0 0 0 3 0 31 0 0 0 0 0 1 0 1 4 13:30 1 1 0 0 _ 1 i 0 1 0 1 1 0 0 0 0 0 _ 1 0 1 3 - -- Total 1 Volume i 1 0 0 1 0 5 0 51 0 0 2 2 0 7 0 7 15 _ %App Total 100 0 0 0 100 0 j 0 0 100 I 0 100 0 __ _ PHF 250 .000 .000 .250 00 .417 .000 .417 .000 .000 .250 .250 .000 .583 .000 .583 .938 Plaza r In Out In Total i 1 Right Thru Left i � I i j ! ! i Peak Hour Data IN; _ 0 � North �:oi C_(D ca _-—► Peak Hour Begins at 12:45 �—� �CO I !� _�( N w.1.1 ;a1,E Trucks CD 1--i rn, -! I �o� fN�a i -• ? -► r.Left Thru Ri ht j °l—° �1 Cl Out In Total Mall Dr i Accurate Counts N/S Street :Croft Drive/Manchester Tr. 978-664-2565 File Name :491700A3 E/W Street:Pleasant Valley Road Site Code :49170003 City/State :Manchester,CT Start Date : 11/18/2006 Weather :Clear Page No : 1 Groups Printed-Cars Manchester Trail j Pleasant Valley Rd i Croft Dr j Pleasant Valley Rd ___ From North I From East i From South From West Start Time Left Thru Left i Thru, Ri ht Left t - -------- - Thru Ri ht i Left Thru Ri ht Int.Total-�-i - --- 11.00 0 0 11 ' 3 60 0� 1 0 5 i 9 80 0 169 11:15 0 0 11 4 47 O j 2 0 4 I 12 77 2 159 11:30 0 0 6 4 59 0 j 2 1 2 j 5 81 3 163 11 45 0 0 13 6 _62 0 1 0 4 i 6 _ 81 2 175 --- - - Total 0 0 41 17 - 228 0, 6 1 15 - - 32 _319 7 666 12:00. 2 0 14 5 76 2 1 0 6 0 67 0 173 12:15 0 0 13 4 56 0 1 0 0 6 76 1 157 12:30 j 0 0 15 6 78 0 0 0 5 7 77 1 189 12:45 _ _0 _ 0 9 3 74 0 1 0 6 3 83 0 179 Total i 2 0 51 18 284 2 3 0 17 f 6__303 2 698 13:00 0 0 151 5 73 01 3 0 41 7 82 3 192 13:15 0 0 21 6 63 0; 1 0 3 8 80 0 182 13:30 1 0 9; 4 68 1 1 1 0 5 I 5 68 1 163 13:45 0 0 __ 17 _ 3 72 01 2 0 71 ___ 6 73 3 183 Total 1 0 62 18 276 1 1 7 0 19 26 303 7 720 Grand Total 3 0 1541 53 788 31 16 1 51 74 925 16 2084 Apprch% i 1.9 0 98.1 I 6.3 93.4 0.4 23.5 1.5 751 7.3 91.1 1.6 Total% ! 0.1 0 7.4 2.5 37.8 0.1 0.8 0 2.4 3.6 44.4 0.8 Manchester Trail -T- Pleasant Valley Rd Croft Dr_,___ -- From East _I From South Pleasant Valley Rd '-----From North F-- - From West Start Time i Left Thru 1 Right' Left Thru I Right App. i I ___.___ _ _ __-_ __ Total I g , T to Left I Thru 9 Total Left Thru Right. App. Int. --- Total Total Peak Hour Analysis From 11:00 to 13:45-Peak 1 of 1 -------�- ......... Peak Hour for Entire Intersection Begins at 12:30 12:30: 0 0 15 151 6 78 0 84 0 0 5 5 7 77 1 85 189 12:45 ' 0 0 9 9 3 74 0 77 i 1 0 6 71 3 83 0 86 179 13:00 0 0 15 15 j 5 73 0 78 1 3 0 4 71 7 82 3 92 192 13:15_ 0 0- - 21 21 i 6 63 0 69 1 0 3 4 8 80 0 88 182 Total i Volume I 0 0 60 601 20 288 0 3081 5 0 18 23 25 322 4 351 742 %App. 1 0 0 100 6.5 93.5 0 Total ! 121.7 0 78.3 7.1 91.7 1.1 PHF .000 .000 .714 .714 .833 .923 .000 .917 t .417 .000 .750 .821 .781 .970 .333 .954 .966 Peak Hour Analysis From 11:00 to 13:45-Peak 1 of 1 Peak Hour for Each Approach Begins at: i - -- 13:00 ---- - -- -- 113:00 12:30 +0 mins. 0 0 15 151 ! 11:00 6 78 0 84 1 3 0 4 7 i 9 80 0 89 +15 mins. 0 0 21 21 3 74 0 77€ 1 0 3 41 12 77 2 91 +30 mins. I 1 0 9 10 5 73 0 781 1 0 5 6 5 81 3 89 +45 mins. i 0_ 0 17 17 _6 63 0 691 2 0 7 9 6 81 2 89 Total 1 0 62 63 20 288 0 308 7 0 19 26 32 319 7 358 Volume; i - %App.Total 1.6 0 98.4 6.5 93.5 0 26.9 0 73.1 8.9 89.1 2 I PHF r250 .000 .738- .750 .833 .923 .000 .917 .583 .000 .679 .722 .667 .9 85 .583 .984 Accurate Counts N/S Street :Croft Drive/Manchester Tr. 978-664-2565 Fite Name :491700A3 E/W Street: Pleasant Valley Road Site Code :49170003 City/State :Manchester,CT Start Date : 11/18/2006 Weather :Clear Page No : 1 -----------------------— l -- -- -------- - Manchester Trail i Pleasant Valley Rd Croft Dr Pleasant Valley Rd j From North From East From South _ _From West —— -- -- - _ Start Time Left Thru Right App. Left Thru Right —App' ! Left; Thru ;Right i A p ; Left Thru Right A p. Int. p p Total , _ : _ Total i Total+ Total Total Peak Hour Analysis From 11:00 to 13:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 12:30 0 0 15 15 6 78 0 84 0 0 5 5 7 77 2 86 190 12:45 0 0 9 9 3 74 0 77 1 0 6 7 j 3 84 0 87 180 13:00 0 0 15 15 I 5 73 0 78 i 3 0 5 81 7 82 4 93 194 _ 13:15! 0 0 —-21 -_ 21 j 6 64 0 70 I 1 0 3 4 8 81 0 89 184 Total — �- — Volume 1 0 0 60 601 20 289 0 309 5 0 19 24. 25 324 6 355 748 %Total 0 0 100 i 6.5 93.5 0 1 20.8 0 79.2 7 91.3 1.7 PHF! .000 _000—.714__ .714 1 .833 _926 .000 .9201 .417 .000 .792 750 _781 _964 .375 .954 .964 Manchester rail i out In Total _ 2 60 [ 851' I [ 601 Oj 01 1 Right Thru Left i I i 1 i Peak Hour Data � _ North --- o w~� w n sio+ m M 'N: 1 Peak Hour Begins at 12:30 �- - f'� I_4 w � c�o� Cars Y,�I = 1 I J < 'IM Trucks O _ I -x'N + N— I Left Thru Right i 5L_ 0 19 — 26 24 E--Poi Out In Total 1Croft D I Accurate Counts N/S Street :Croft Drive/Manchester Tr. 978-664-2565 File Name :491700A3 E/W Street:Pleasant Valley Road Site Code :49170003 City/State :Manchester,CT Start Date : 11/18/2006 Weather :Clear Page No : 1 I Manchester Trail—�— Pleasant Valley Rd I Croft Dr 1 Pleasant Valley Rd I From North _ From East From South _ - _ From West Start Time Left Thru , Right ApP Left Thru i Right App. Left i Thru ; Right App.i Left Thru Right Tot Total _ Total i _ _Total ' Total Peak Hour Analysis From 11:00 to 13:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:15 11:15 0 0 0 01 0 0 0 0 2 0 0 21 0 1 0 1 3 11:30 0 0 0 0! 1 1 0 21 0 0 0 01 0 2 0 2 4 11:45 0 0 0 0' 0 0 0 01 0 0 0 Of 0 1 0 1 1 _- 12:00 0 0 0 0 0 3 0 31 0 0 1 1 1 _ 0 2 0 2 6 Total 1 0 0 0 0 1 1 4 0 Volume 5 i 2 0 1 3t 0 6 0 6 14 -- ; %App. 0 0 0 i 20 80 0 66.7 0 33.3 0 100 0 Total ; ; --- ----- -- ' _ PHF! _000 000_.000- .00-0 250 _333 .000 .417-,!' 250 .000 .250_ .375 A00 .750 .000 .750 .583 Manchester I tel Out In Total -all 01 0 I O I Right Thru Left I i I Peak Hour Data MINI I JR NorthA C O `Peak Hour Begins at 11:15-j < i.Trucks I h m OI N� 4- Left Thru Ri ht _ 2 0 1 1 T1 I 3 Out In Total Croft or Accurate Counts N/S Street :I-84 EB Ramps 978-664-2565 File Name :49170001 E/W Street:Pleasant Valley Road Site Code :49170001 City/State :Manchester,CT Start Date : 11/17/2006 Weather :Clear Page No : 1 Groups Printed-Cars _ Plaza Dr Pleasant Valley Rd i Route 84 EB Ramps j Pleasant Valley Rd _ __- From North From East From South I _ From West i. __-Start Time Left! Thru Right I Left Thru Right ght I Left I Thru I_ Right Left Thru Ri ht Int.Total 16:00 0 0 0 i 246 65 108 1 17 13 76 4 93 52 674 16:15 0 0 01 242 73 1171 22 14 71 , 8 93 58 698 16:30 0 0 01 245 71 1191 28 22 751 6 95 63 724 16:45 _-0 0 0; 247 _ 63 121 28 _22 78 1 9 99 56 723 Total 0 --- 0--- 0; 980 27- 465 i 95 71 300 I --- 27-- 380 229 2819 17:00 0 0 01 251 63 118 16 29 881 9 105 50 729 17:15 0 0 0, 252 67 132 I 25 13 81 i 2 99 62 733 17:30 : 0 0 0 j 271 70 162 33 20 108 4 11$ 58 842 17:45. 0 0 0 i 265 68 155 i 28 17 96 1 3 ill 55 798 -- --Total - 0- 6- 0. 1039 ---268 567, 102 79-- 373�- 18 431 225 3102 Grand Total 0 0 0 2019 540 10321 197 150 6731 45 811 454 5921 Apprch% 0 0 0 56.2 15 28.71 19.3 14.7 661 3.4 61.9 34.7 Total% 0 0 0 1 34.1 9.1 17.4 3.3 2.5 11.4 0.8 13.7 7.7 - -- Plaza Dr ; Pleasant Valley Rd Route 84 EB.Ramps Pleasant Valley Rd From North i From East From South�- From West Start Time 1 Left Thru I Right Opp Left Thru Right Al:p' Left Thru Flight App Left i Thru TApp. InQ otal Total Total _ Total�_; Total Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 - Peak Hour for Entire Intersection Begins at 17:00 17:00 0 0 0 01 251 63 118 4321 16 29 88 1331 9 105 50 164 729 17:15 0 0 0 0 ! 252 67 132 451 i 25 13 81 1191 2 99 62 163 733 17 30 0 0 0 01 271 70 162 503� 33 20 108 1611 4 116 58 178 842 _---17:45 0 0 0 0 i 265 68 155 4881 28 17 9_6_ 141 3 111_ 55 169 798 Volume 0 0 0 0 1039 268 567 18741 102 79 373 554 18 431 225 674 3102 i App. 0 0 0 55.4 14.3 30.3 18.4 14.3 67.3 i 2.7 63.9 33.4 -- Total - _ PHF.'. .000 .000 .000 .0001 .958 .957 .875 .931 .773 .681 .863 860 500 .929 .907 .947 .921 Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 Peak Hour for Each ARproach Begins at: ------ 16:00 1 17:00 - ---- 17:00 -------- �17:00 +0 mins. 0 0 0 01 251 63 118 4321 16 29 88 1331 9 105 50 164 +15 mins. ': 0 0 0 01 252 67 132 4511 25 13 81 1191 2 99 62 163 +30 mins. 0 0 0 01 271 70 162 503 i 33 20 108 161 1 4 116 58 178 +45 mins !___ 0 - _ _0 - -0 265 68 155 488 i 28 17 _96_ 141 i 3 111 55 169 Volume. 0 0 0 01 1039 268 567 18741 102 79 373 5541 18 431 225 674 1 _ %octal 0 0 0 1 55.4 14.3 30.3 18.4 14.3 67.3 ; 2.7 63.9 33.4 _- PHF .000_ -0-0 .000-_ 000 958 .957 .875 .931 773 681 .863 .860 .500 .929 .907 .947 -- - = - -- Accurate Counts N/S Street : 1-84 EB Ramps 978-664-2565 File Name :49170001 E/W Street:Pleasant Valley Road Site Code :49170001 City/State : Manchester,CT Start Date : 11/17/2006 Weather :Clear Page No : 1 Plaza Dr Pleasant Valley Rd 1 Route 84 EB Ramps j Pleasant Valley Rd From North From East _ j From South Left _ From West Start Time i Left Thru Right App' Left Thru Right App' j Left I Thru h App'1-- t T App. Int. Total I Total g Total i Left; Thru Right Total Total Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 17:00 0 0 0 0 256 64 119 439 j 18 29 91 1381 9 107 54 1701 747 17:15 0 0 0 0 257 68 133 4581 26 13 83 122 j 2 101 62 1651 745 17:30- 0 0 0 0 277 70 162 509I 33 20 108 161 ! 4 116 59 179 849 17:45 -0 0 0 0 270 68 155 4931 29 17 96 1421 3 111 56 170 805 Volume 0 0 0 0 1060 270 569 1899' 106 79 378 563 18 435 231 684 3146 Total 0 0 0 55.8 14.2 30 ' 18.8 14 67.1 2.6 63.6 33.8 %App. PHF' 000 .000 .000 000 1 .957 .964 878 933,' .803 .681 ---- __ -_ _ _ __.._ .875 .874 _.500 .938 .931 .955 .926 aza Ur In Out In Total _ 666 i� 666 i ul 01 0 j Right Thru Left 14 i Peak Hour Data �i North ! ' �W CD d N _--► Peak Hour Begins at 17:00--1 4 w !(0I M�s i Cars ! m Trucks i iol O I�i V IN)� I i F' Lek Thru Right _ 106 =T79 378 -_-1291i � 6631�"t�8541 Out In Total Route 84 EB Rams r Accurate Counts N/S Street :I-84 EB Ramps 978-664-2565 File Name :49170001 E/W Street:Pleasant Valley Road Site Code :49170001 City/State :Manchester,CT Start Date : 11/17/2006 Weather :Clear Page No : 1 t Plaza Dr Pleasant V alley Rd Route 84 EB Ramps Pleasant Valley Rd From North From East From South _ From West Start Time J Left' Thru I Right App. Left Thru Right App Lef Tt hru [Right thth App' Left! Thru Right A Int. — -- Pp I Total Total I i Total I —_ Total Totat Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:00 16:001 0 0 0 0! 9 1 1 11 2 0 1 3 ! 0 3 2 5 19 16:15' 0 0 0 0 6 1 0 7 5 0 2 7 0 2 1 3I 17 16:30 0 0 0 0 6 1 0 7' 0 0 1 1 0 3 1 4. 12 1645, 0 0 0 0 4 1 0 5 3 0 2 51 0 2 4 6 16 Total- Volume 0 0 0 0 ! 25 4 1 30 10 0 6 16 ' 0 10 8 18 64 App. 0 55.6 44.4 0 0 0 83.3 13.3 3.3 62.5 0 37.5 Total ; , PHF .000 .000 .000 .0001 .694 1.00 250 .682� .500 .000 .750 .571 .000 .833 .500 .750 .842 --------- —--------- -- 0 -- ' - Plaza Ur —Outer In Total 0 0 0 i I Right Thru Left L-► Peak Hour Data RiM! o North r roi m C _�... ► Peak H14 our--- --.-_ f Begins at 16:00 21 �� m :p wo y Trucks __ m wa, i i i Left Thru Ri ht 0 61 Out In Total j Rout84 B R Accurate Counts N/S Street :Buckland Hills Plaza Drive 978-664-2565 File Name :49170002 E/W Street:Pleasant Valley Road Site Code :49170002 City/State :Manchester,CT Start Date : 11/17/2006 Weather :Clear Page No : 1 Groups Printed_Cars Plaza Dr Pleasant Valley Rd Mall Dr Pleasant Valley Rd _ From North From East From South From West Start Time Leff Thru Ri ht .. --- - - Left Thru Rht Left Thru Right Left Thru Right Int.Total 16:00 - .. _ 79' _..._4.._.- --6- 1 .._. -. 72.. -- 13 -- -.._.._� ---- 8 _. .6... 61 0 -- ---252 16:15 82 5 13 1 61 11 5 5 2 10 80 1 276 16:30 85 5 11 1 82 15 2 3 1 7 80 1 293 16:45 -75 4. .____.-_ 8 i___ 1 71 15 1 5 3 8 92 _1 _ _ 284 Total - - --- .. -- .... -- -- - ._.... 321 18 38� 4 286 54 9 14 14 31 313 3t 1105 17:00 74 8 8 1 68 17 3 6 1 12 105 1 304 17:15 84 6 3 0 79 12 4 8 1 9 102 2 310 17:3 77 6 8 0 86 15 3 8 2 10 96 1 312 17:45 ._-.....-. 75.. 5 .-.._.,_-. --6 1 81 _._._.14' 3 7 1 10 94 1 298 Total; 310 25 25 2 _. ----._. _ _.-...... _ .._.._ _.J.- 314 58 13 29 5 41 397 5; 1224 Grand Total I 631 43 63 6 600 112 22 43 19 72 710 81 2329 Apprch% 85.6 5.8 8.5 0.8 83.6 15.6 26.2 51.2 22.6 9.1 89.9 1 Total% 27.1 1.8 2.7 0.3 25.8 4.8 0.9 1.8 0.8 3.1 30.5 0.3 -....._......... -- _ _ _ Plaza Dr Pleasant Valley Rd Mall Dr .__--_-__-----From East Pleasant Valley Rd From North From South From West t_ Start Time Left Thr7, RightTotal -Left Thru -Right Total Left Thru Right Total Left Thru Right 4PP'App Int.Total Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 -- ----1 ---- ------ ._!_ I Total Peak Hour for Entire Intersection Begins at 17:00 17:00 1 74 8 8 90. 1 68 17 86 3 6 1 10 i 12 105 1 118 304 17:15, 84 6 3 93 0 79 12 91 4 8 1 13 9 102 2 118 310 17:30 77 6 8 91 0 86 15 101 3 8 2 13 10 96 1 107 312 -- 17:45 75 5 6 86 1 81 14 _ 96 3 7 1 11 10 94 _ 1 105 298 Total Volume 310 25 25 360 2 314 58 374 13 29 5 47 41 397 5 443 1224 0.A Total 86 1 6.9 6 9 _- 0.5 84 _15 5 27.7 61.7 10 6 9.3 89.6 1.1 PHF! 923 V -- 968 y .500 .913 813 906 625 -- -_-_...__ _..-------...-'-- --- 781.-- .904 854 945 .625 .939 i .981 Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 Peak Hour for Each Approach Begins at: 116:15 ---- 17:00 -- ------ 17:00 ------ 17:00 - ------- - +0 mins. 82 5 13 100 1 68 17 86 3 6 1 10 12 105 1 118 +15 mins. 85 5 11 101 0 79 12 91 4 8 1 13 9 102 2 113 +30 mins. 75 4 8 87 0 86 15 101 3 8 2 13 10 96 1 107 +45 mins. 74 8 8 90 1 81 14 96 3 7 1 11 10 94 1 105 Total Volume 316 22 40 378 2 314 58 374 13 29 5 47 41 397 5 443 %App.Total 83.6 5.8 10.6 0.5 84 15.5 27.7 61.7 10.6 9.3 89.6 1.1 PHF 929 .68$.: 769 936:.. .:,5.00 913 .853 826 .813 .906 .625 .904 .854 .945 .625 .939 Accurate Counts N/S Street :Buckland Hills Plaza Drive 978-664-2565 File Name :49170002 E/W Street:Pleasant Valley Road Site Code :49170002 City/State :Manchester,CT Start Date : 11/17/2006 Weather :Clear Page No : 1 Plaza Dr _— Pleasant Valley Rd Mall Dr Pleasant Valley Rd _.. From North _ East .. _ + _._ __ From g A I From West Total _.. __. _"__j g pp - - From South Thru Right Total Int.Total Start Ti ye Left Thru Right Left Thru Right: Left Thru Right Total Left A L Total Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 - Peak Hour for Entire Intersection Begins at 17:00 17:00 75 8 8 91 1 68 17 86, 3 6 2 11 12 106 1 119; 307 17:15 84 6 3 93 0 80 12 9217 4 8 1 13 9 102 2 113 311 17451 77 6 8 91 0 87 15 102 3 8 2 13 10 96 1 107 313 0... . _75_..... __. 5 6 86 1 .—..__82 14 97 3 7 1 11 10 94 1 105 _299 Total Volume 311 25 25 361 2 317 58 377 13 29 6 48 -.._.4�.. 398 5 444 — 1230 App.Total i 86.1 - 689 81 970 0.5 84:1 15.4 j 27.1 60.4 12.5 9.2 89.6 1 1 -.9 - .911 853 924 813 906 .- PHF l..- _926 500 .750 - - _..._... ---�_ 923 854 .939 625 933 982 � •� a� a� aw a� a� � a � ar +a a� a� � at as a a� Accurate Counts N/S Street :Buckland Hills Plaza Drive 978-664-2565 File Name :49170002 E/W Street:Pleasant Valley Road Site Code :49170002 City/State :Manchester,CT Weather Clear Start Date : 11/17/2006 : Page No : 1 Plaza Dr Pleasant Valley Rd Mall Dr _.-- ------ ---- _m East _. . m West d f g Total Left Thru _. ._. -- A + 1 __ From South From Start Time Left ThruFrom North Right Ri ht Total 9 A Left Thru 1 Right PP• - Pleasant Valle R � A 9 Left Thru Right PP� g A Int.Total ' From Totallll i Total Peak Hour Analysis From 16.00 to 17:45-Peak 1 of 1 -- Peak Hour for Entire Intersection Begins at 17:00 17:00 74 8 8 90' 1 68 17 86 i 3 6 1 10 12 105 1 118 304 17:15 84 6 3 93 0 79 12 91 4 8 1 13 9 102 2 113' 310 17:30 77 6 8 91 0 86 15 101 3 8 2 13 10 96 1 107 312 17.45' 75 5 6 86 1 81 14 _96 3 7 1 11 10 94 1 105 298 Total Volume L_ 310 _25.. 360 i .. 2. _....314 58 ... _. 374 ._...- 13 --.. .29 _.....5 . . 47.. 41 _ 397 5.. _.......443 I- .._-1224. App.Total 86.1 6.9 6.9 i 0 5 84 15 5 ---' _27.7 61.7 10.6 9.3 89.6 1.1 PHF 923 781 781 .968 _-,913 853 926 813 906 _625 _904 1 854 945 625 _ ..... � •� � r r �r r� rr ■r rr rr rr rr ar rr rr rr rr r Accurate Counts N/S Street :Buckland Hills Plaza Drive 978-664-2565 File Name :49170002 E/W Street:Pleasant Valley Road Site Code :49170002 City/State :Manchester,CT Start Date : 11/17/2006 Weather :Clear Page No : 1 Plaza Dr Pleasant Valley Rd - Mall Dr Pleasant Valley Rd _ g.... Total l ._. Left ..-Thru m East ._. _.A�Left - - -} - From West APp _ From North _ Th uFrom South R ght -Total Left; Thru 9 —_-._.. Start Time Left Thru Right Totpai l A Right Total Int.Total Peak Hour Analysis From 18100 to 17.45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:00 16:001 0 1 0 1I 0 0 0 0 0 0 0 0 0 2 0 2i 3 16:15 0 1 1 2i 0 1 1 2 0 0 0 0 0 0 0 0 4 16:30 0 0 0 0 0 2 0 2 1 0 2 3 0 2 0 2 7 „16:45 - 0 0 1 1 _-0 2 1 3 0 0 1 1 0 2 0 2 7 Total Volume 0 2 2 4 p-.... 5 2 _ 7 -- O 3 4 .-_. 0 6 O... 6 - ..__ 2.1 App.Total 0 50 50 0 71 4 28.6 __�- -25 0 75 0 100 0 PHF 000 .500 500 500 .625 500 -.-_ 1 583� 250 —_.000 375 _.333 000 750 006 750 .750 ' Accurate Counts N/S Street :Croft Drive/Manchester Tr. 978-664-2565 File Name :49170003 E/W Street:Pleasant Valley Road Site Code :49170003 City/State : Manchester,CT Start Date : 11/17/2006 Weather :Clear Page No : 1 Manchester Trail Groups Printed-Cars-Trucks Pleas! ant Valley Rd Croft Dr Pleasant Valley Rd From North ' From East From South From West Start Time Left Thru Right _Left Thru Ri ht Left Thru Right Left;-Thru Ri ht Int.Total 16:00 0 1 10! 5 75 0 2 0 4 i 7 58 3 165 16:15; 0 1 7 i 9 68 0 3 1 4 I 8 88 1 190 16:30 0 0 14' 6 81 1 ! 3 0 5 6 82 1 199 16:45 1 0 10 8 64 1 2 0 6 10 94 3 199 ---- -- �--- Total- 1-__- 2 --- 41 ; 28 - 288 I - 10 1 19 -- 31 322 8 753 ' 17:00 0 0 10i 7 73 01 0 0 9 6 110 2 217 17:15: 0 0 6 6 81 01 0 0 4 6 89 4 196 17:30 0 0 15 8 80 0 1 1 6 6 72 4 193 17:45_ 1 0 131 9 87 2 1 _ 0 4 8 102 2 229 Total 1 0 44; 30 324 2 2 1 23 1 26 373 12 835 Grand Total 1 2 2 851 58 609 4 12 2 42 I 57 695 20 1588 Apprch% 2.2 2.2 95.5 i 8.6 90.8 0.6 21.4 3.6 75 7.4 90 2.6 _ Total% i 0.1 0.1__ 5.4 3.7 38.4 0.3 0.8 0.1 - 2.6 3.6 43.8 1.3 s Car - 2 2 8-4 57 599 41 12 2 41!! 57 686 20 1566 %Cars L 100-_ 100_ 98.8 98_.3 _98.4 1001 100 100_ 97.6 10_0 98.7 100 98.6 - .. _ Trucks 0 0 1 � 1 10 0� 0 0 1 � 0 9 0 22 ' %Trucks ; 0 0 1.21 1.7 1.6 01 0 0 2.4 I 0 1.3 0 1.4 Manchester Trail r Pleasant Valley Rd �- Croft Dr Pleasant Valley Rd From North +- From East iFrom South _ From West Start Time Left Thru RI Rl lght' App. Left' Thru Right App' Left Thru I Right App' Left Thru Right App. Int. I _ I Total Total Total Total Total Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 - Peak Hour for Entire Intersection Begins at 17:00 17:00; 0 0 10 101 7 73 0 80 i 0 0 9 9 6 110 2 118 217 17:15': 0 0 6 6 6 81 0 87 0 0 4 4 I 6 89 4 99 I 196 17:30 i 0 0 15 15 8 80 0 88 1 1 6 8 6 72 4 82 193 17:45!_ 1 0_ 13 14 9 87 2 98 1 0 4 51 8 102 2 112 229 Total - -- - ---- --- --- Volume 1 0 44 45: 30 321 2 353' 2 1 23 26 I 26 373 12 411 835 %App. 2.2 0 97.8 1 8.5 90.9 0.6 I 7.7 3.8 88.5 6.3 90.8 2.9 Total J i---------- - ------ - - { --- PHF 250 .000 .733 .750 1- .833 .922 _250 .901 500 .250 .639 722 .813 .848 .750 .871 .912 Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 Peak Hour for Each Approach Begins at: 117:00 1 17:00 - 16:15 - 116:30 +0 mins. ; 0 0 10 10 8 I 6 82 1 89 +15 mins. 0 0 6 61 6 81 0 871 3 0 5 8 10 94 3 189 +30 mins. ! 0 0 15 15 I 8 80 0 88 1 2 0 6 81 6 110 2 1181 +45 mins. 1 0 13 9 87 2 98' 0 0 9 91 6 89 4 99 -- ----------- ---- - ------- - a--- ------- ----Total I -------------- Volume i 1 0 44 451 30 321 2 3531 8 1 24 33 i 28 375 10 413 App. 2.2 0 97.8 1 8.5 90.9 0.6 ! 24.2 3 72.7 i 6.8 90.8 2.4 Total ' i PHF 250 000 .733 750 .833 .922 .250 .901T.667 .250 .667 .917 700_852 .625 .875 Accurate Counts N/S Street :Croft Drive/Manchester Tr. 978-664-2565 File Name :49170003 E/W Street: Pleasant Valley Road Site Code :49170003 City/State : Manchester,CT Start Date : 11/17/2006 Weather :Clear Page No : 1 ----_ __-__ _ Groups Printed-Trucks j Manchester Trail Pleasant Valley Rd Croft Dr Pleasant Valley Rd _ From North From East From South From West Start Time' Left Thru , R' i ht I _ Left Thru Ri ht Left, Thru Ri ht Left, Thru Right Int.Total ' 16:00 0 0 0� 0 0 0 0 0 1 � 0 1 0 2 16:15 0 0 1 i 1 0 01 0 0 0! 0 2 0 4 16:30 : 0 0 0' 0 4 01 0 0 0 0 2 0 6 16:45 0 0 Oi 0 0 0! 0 0 0 0 1 0 1 l' otal p- - 1 - 4 0 0 0 ;- p 6 0 13 17:00 0 0 0! 0 0 01 0 0 Oi 0 0 0 0 17:15 ` 0 0 0' 0 3 01 0 0 0 ! 0 2 0 5 17:30 0 0 0 0 1 01 0 0 0� 0 0 0 1 ___ __ 17:45 0 0 0 0 2 0 0 0 0 0 1 0 3 - Total . - �- - ---�-- -0 - 6 0 1 0 0 0 0 3 0 9 Grand Total 0 0 1 i 1 10 0 0 0 1 0 9 0 22 Apprch% ! 0 0 100 9.1 90.9 0 0 0 100 0 100 0 Total% ' 0 0 4.5 I 4.5 45.5 0 0 0 4.5 I 0 40.9 0 4- -T-- Manchester Trail Pleasant Valley Rd Croft Dr Pleasant Valley Rd From North From East From South From West --- - - APP•! App.i .�. APP App. Int. Start Time. Left Thru ;Right Total! Left Thru Right Total; Left; Thru i Right I Left+ Thru I Right _- _ Total Total Total Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:00 16:00: 0 0 0 01 0 0 0 01 0 0 1 1 ! 0 1 0 1 2 16:15 0 0 1 1 1 1 0 0 1 1 0 0 0 0 0 2 0 2 4 16:30 0 -0 0 01 0 4 0 4 0 0 0 0 0 2 0 2 6 _ 16:45 0 0 _0 0 _0_ 0 0 0 0 0 0 0 0 1 0 1 1 Total 1 p 0 1 1 1 4 0 5 1 0 0 1 1T- 0 6 0 6 13 Volume App. j I I i Total 0 0 100 20 80 0 0 0 100 0 100 0 PHF; .000 .000 .250 .250; .250 .250 .000 .313 I .000 .000 .250 .250�000 .750 .000 .750 .542 Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 Peak Hour for Each Approach Begins at: T_ - --- 16:00 116:30 116:00 16:00 +0 mins. ! 0 0 0 of 0 4 0 4 0 0 1 1 0 1 0 1 +15 mins. i 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 2 +30 mins. 1 0 0 0 0 ! 0 0 0 O 1 0 0 0 0 0 2 0 2 __- -- mins. j - 0 _0— 0 _ 0_ - 3 0 3 0 0 0 0 0 - 1 0 1 Total ) - I------ -- Volume j 0 0 1 1 0 7 0 7 0 0 1 1 0 6 0 6 _ %Total 0 0 100 i 0 100 0 ; 0 0 100 I 0 100 0 ' - _PHF? .000 .000 250 .250; .000 .438 .000 .438 .000 .000 .250 250 .000 __750 000 .75 1 Accurate Counts N/S Street :Croft Drive/Manchester Tr. 978-664-2565 File Name :49170003 E/W Street: Pleasant Valley Road Site Code :49170003 ' City/State : Manchester,CT Start Date : 11/17/2006 Weather :Clear Page No : 1 j Manchester Trail Pleasant Valley Rd i Croft Dr Pleasant Valley Rd j From North _ From East From South j _ From West Start Time Left Thru i Right_ App' Left Thru i Right App' Left I Thru Right I App' I Left, Thru Right App. Int. Total ; Totals— , Total 1 Total Total Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 - Peak Hour for Entire Intersection Begins at 17:00 ' 17:00 0 0 10 10 7 73 0 80 0 0 9 9 6 110 2 118 I 217 17:15 0 0 6 6 6 78 0 84 0 0 4 4 1 6 87 4 97 191 17:30 0 0 15 151, 8 79 0 871 1 1 6 8 I 6 72 4 82 192 17 45 1 0 13 14 _ 9 85 2 96 J 1 0 4 5 i _ 8 101 2 111 226 fatal- Volume 1 0 44 451 30 315 2 3471 2 1 23 26 26 370 12 408 826 ' %App. 2.2 0 97.8 8.6 90.8 0.6 7.7 3.8 88.5 6.4 90.7 2.9 PHFj .250 .000 .733 .750, .833_ _926 .250 .904 .500 .250 .639 .722 .813 .841 .750 .864 .914 Manchester rail Out In Total 291 L—45 — 74 ' 44i 0 11I Right Thru Left I i ' Peak Hour Data IIO >. ..1N!w 7 North — � � ml — M t ► ;Peak Hour Begins at 17:00 olMl u� j I I i Lek Thru Right 2 1 —23 42i 261 i 68i Out In Total Croft or i Page 1 Accurate Counts Location :Pleasant Valley Road East 978-664-2565 Location :of Croft Drive City/State:Manchester,CT 49170001 Counter : 14016 Start 13-Nov-06 Site Code:49170001 Tue Wed Thu Fri Sat Sun Week Average Time NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 12:00 AM * * * * * 38 13 53 29 46 21 19 * 30: 14 17 11 12 12 10 12 04 00, * * * + * * 9 + + 17 35 16 13 16 24 1. 85, 14 27 18 56 06 00 + + + + + + 72 + 45 156 71 216 19 ��12' 67 171 90. 286 0 * * * * * + * 102 206 190 242 86 08 0 128 279 *1u22 282� 145 246 10:0 153 203 220 186 284 11`. * * :, * �'„' 2412:004.I�MM PM * * 237 255 270 01":0'p + + + 254 288+ 21.0 237 284 28,3 + 247 260 02 00 * 264 204 308 288 286 260 234 2�6 280 250 , 04:00 * * 313 342 286 294 300 318 06:0031,6 + rnMrs a , 339 327 255 243 297 285 218; 292, 237, + * 244 224 08:00 * * * 240 150 190 122 215 136 112 200 89 + 204 100 10:00 * * 110 89 127 62 * 118 76 1.1t0�� * * +; + * + i� >. "80: fit + 8.4 50 Lane 0 0 0 0 0 0 0 0 3804 4311 3767 4120 0 0 3787 4213 Day 0 0 0 0 8115 7887 0 8000 AM Peak 11:00 07:00 11:00 10:00 11:00 11:00 Vol. 176 400 254 366 215 290 PM Peak 17:00 17:00 17:00 12:00 17:00 17:00 Vol. 342 388 318 320 330 352 Comb. Total 0 0 0 0 8115 7887 0 8000 ADT Not Calculated Accurate Counts ' 978-664-2565 File Name :4917O0A1 Site Code :49170001 Start Date : 11/18/2006 Page No :2 ' Plaza Dr Out In Total mo� 0 83 —41 0 0 ' Right Thru Left Peak Hour Data L� 1 p o North m a m fO C a0 (O 2 w H� Peak Hour Begins N C W V N Cars Trucks r--�o E N ° L It Thru Ri ht 77 0 492 ' F 1-3461 709 2 Out In Total 1 Accurate Counts ' 978-664-2565 File Name :491700A2 Site Code :49170002 Start Date : 11/18/2006 Page No :2 Plaza Dr Out In Total M92 99 Right Thru Left Peak Hour Data C', ° North ��CD V � F Peak Hour Begins at 12:30 � 4 (A y O A N « r Cars a �°— Trucks r �0 n V O� ZhFR,r Left ht 8 t Out In Total Accurate Counts N/S Street :Croft Drive/Manchester Tr. 978-664-2565 File Name :49170003 E/W Street:Pleasant Valley Road Site Code :49170003 City/State :Manchester,CT Start Date : 11/17/2006 Weather :Clear Page No : 1 Grou s Printed-Cars-Trucks Manchester Trail Pleasant Valley Rd Croft Dr Pleasant Valley Rd From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 16:00 0 1 10 5 75 0 2 0 4 7 58 3 165 16:15 0 1 7 9 68 0 3 1 4 8 88 1 190 16:30 0 0 14 6 81 1 3 0 5 6 82 1 199 16:45 1 0 10 8 64 1 2 0 6 10 94 3-L 199 Total 1 2 41 28 288 2 10 1 19 31 322 81 753 17:00 0 0 10 7 73 0 0 0 9 6 110 2 217 17:15 0 0 6 6 81 0 0 0 4 6 89 4 196 17:30 0 0 15 8 80 0 1 1 6 6 72 4 193 17:45 1 0 13 9 87 2 1 0 4 8 102 2 229 Total 1 0 44 30 321 2 2 1 23 26 373 12 835 Grand Total 2 2 85 58 609 4 12 2 42 57 695 20 1588 Apprch% 2.2 2.2 95.5 8.6 90.8 0.6 21.4 3.6 75 7.4 90 2.6 Total% 0.1 0.1 5.4 3.7 38.4 0.3 0.8 0.1 2.6 3.6 43.8 1.3 Cars 2 2 84 57 599 4 12 2 41 57 686 20 1566 %Cars 100 100 98.8 98.3 98.4 100 100 100 97.6 100 98.7 100 98.6 Trucks 0 0 1 1 10 0 0 0 1 0 9 0 22 %Trucks 0 0 1.2 1.7 1.6 0 0 0 2.4 0 1.3 0 1.4 Manchester Trail Pleasant Valley Rd Croft Dr Pleasant Valley Rd From North From East From South From West Start Time Left Thru Right App' Left Thru Right App' Left Thru Right App. Left Thru Right �p Int. Total Total Total Total Total Peak Hour Analysis From 16:00 to 17:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 17:00 0 0 10 10 7 73 0 80 0 0 9 9 6 110 2 118 217 17:15 0 0 6 6 6 81 0 87 0 0 4 4 6 89 4 99 196 17:30 0 0 15 15 8 80 0 88 1 1 6 8 6 72 4 82 193 17:45 1 0 13 14 9 87 2 98 1 0 4 5 8 102 2 112 229 Total 1 0 44 45 30 321 2 353 2 1 23 26 26 373 12 411 835 Volume %App. 2.2 0 97.8 8.5 90.9 0.6 7.7 3.8 88.5 6.3 90.8 2.9 Total PHF .250 .000 .733 .750 .833 .922 .250 .901 .500 .250 .639 .722 .813 .848 .750 .871 .912 �l Accurate Counts 978-664-2565 File Name :49170001 Site Code :49170001 Start Date : 11/17/2006 Page No :2 ' Plaza or Out In Total 666 0 F 666 0 0 Rightt Thru Left Peak Hour Data North — rn w N N F—I Lcp; Hour Begins at 17:00 1— 'm g N O f0 6 .-.(p L f" IL�� s ro N T r► Left Thru Riaht 1061 791 378 Out 83 S In Total r Accurate Counts 978-664-2565 File Name :49170002 Site Code :49170002 Start Date : 11/17/2006 Page No :2 Plaza Dr Out In Total 128 361 489 25 25 311 Right Thru Left Peak Hour Data w 1 �o North _ v N f0 _ " Peak Hour Begins at -4 .1 N 1 Cars m Trucks rr; n N � 4, T r► Left Thro Ri ht 131 29 6 t 48 a0 Out In Total Accurate Counts 978-664-2565 File Name :4917OOA3 Site Code :49170003 Start Date : 11/18/2006 Page No :2 Manchester Trail Out In Total 25mnn 8-5 I60 Right Tju Leift Peak Hour Data F r 1 o N� ? A WOE North ��c Peak Hour Begins at 12:30 w < 2w m d CO t Cars a�ail �°— Trucks N "� �m n 41 I r+ Left TWI Right 5 0 © 24 Out In Total - - - - . . -� I . . . - 11 - � I I I - I � I -- I � -- ': � �-I � I I I � - � I I - I I - - I I 1�- , I . -, I 1 - I I I . I. I I �-- ,I "I . I I . - I � --.-- � .: - I I - I I I" .I . -� I I � , , � - ,: - " -�" _ I - I- I . 1, I . I -, I t . I —, � � . I I I - — . . I I I � � -I I I I I I , ,� �— � . ,, � -� I � . I I- . . I .,I I — � � - .1 I I I- � � . � I� I � � I . - � I�� I I� I . I I . I . I � � I � I-, - -�r I , , , — �-, . ,,. I - - - , I � . , , -I � . I— :- . I I . - I - 1, I.- , I.I.I I . � -1 2 7, I- - I.� - ,I I . I - I ,.,�.,. , ,,,,-- ,,� , . �i I :-,—. - �� I �l ,I I I" , ,� I I , - -� .I I , I I— � � :.,I�-I, . . �. I — I I I. I I -I .; I I � , I I '!" , I�- , � , I . �I , I .�� I -I I � , ,--�� ,, �-I I,�, I I I . ,% I � . - .i I, I -I� I - I I I . � . 11 — —I � I I I � . , ;,, . 11, � !� � # � I * 'I :�: � I -� - 1 1 . �I I I - .. � i ,�.-- " , '7���:, , - � � ,, ,7 . I , I I I I � I -,� ,-- -7, , � - I ,I I�",� - I �-,� - .,. 11 � I�- , .—, I � 1� �� . 7 . . ,,, , I:�- . - .� . -I 11 �. I t I I I- � —�_', � ,I o. �I 1. I I - I — �o.. � - 1� ,- 1,-. , ,I I ,—�, ,",— � : I , ,—�s , �:,-,—,, E "� I, � . I . I I I . - ,. I.I I .. ,I I I � :I — - I I��I ,. �I � I . — ,--�� � : - — � , � �.— .1, I � � I — � � � - � ,I ��.,� I I� I � . ,I - I CONNECTICUT HISTORICAL;COUNT.I? , TA llll-� '.." ,-l-,",:,.;., " -., " � I ,: , , .� - I � � .. 1.- , 1 :-., -, k. -, ".- ... I '� .-,�!-, 1. -�-- I 1. � .11-1 , I -, . - I t,�--- , ,�� ,� - .� - I- - - - ., - . ,-I t. I - . - , I� .-. I�I ,- I-�.- -.1,:�� , � , , - 7 - ,I ,,�I �I , I I,� I I�� I - I- �� I .,. �.- . , ,.,�, , , .- , , I ��: ,, I ; � ,��.1 q 0� 1 _ i--,",.,i--,- � " s�- , --. . . -1 � J,�11 I. : I-.-1,I -�: "�I ,:: I,--- -� �- . . I �-,_.I I. � �,- �-�.�� , ,:,� I 1� � . - �. I -I � ,� I . I:I�11 - , - I c,I I . I -, , - - �,�-1�, ,: -, -� I -�� I .-- ,, I I; -� � I�i-,. - � I � .I . I .I ; o , , , --�, .., ,I I , I I-.: ,�I-,: - I I I i1, REVISED 05/26/2006 -CONNECTICUT DEPARTMENT OF TRANSPORTATION BUREAU OF POLICY&PLANNING-SYSTEMS INFORMATION TRAFFIC MONITORING&DATA ANALYSIS SECTION Y FACTORS FOR EXPANDING 24-HOUR COUNTS TO ANNUAL AVERAGE DAILY TRAFFIC VOLUMES (BASED ON 2004&2005 CONTINUOUS COUNT STATION DATA GROUP-1 **INTERSTATE STATION(S): 7, 12, 14,24,26,32,45,49,54,55 AVG. WEEKDAY FRIDAY SATURDAY SUNDAY JANUARY 1.08 0.97 1.28 1.38 FEBRUARY 1.01 0.92 1.12 1.26 MARCH 1.02 0.94' 1.15 1.23 APRIL 0.97 0.87 1.07 1.17 MAY 0.94 0.84 . 1.02 1..13 JUNE 0.91 0.82 1.00 1.08 �- JULY 0.92 0.83 0.99 1.10 AUG U.ST 0.91 0.82 0.95 1.06 SEPTEMBER 0.97 0.86 1.04 1.14 OCTOBER 0.97 0.85 . 1.04 1.16 NOVEMBER 0.96 0.93 1.03 1.16 DECEMBER 0.97 0.92 1.09 1.27 GROUP-2** RURAL STATION(S): 20 AVG. WEEKDAY FRIDAY SATURDAY SUNDAY JANUARY 1.08 0.96 .1.29 1.62 FEBRUARY 1,07 0.96 1.22 1.53 MARCH 1.01 . 0.92 1.20 1.38. APRIL 0.98 0.86 1.14 1.30 MAY 0.92 0.82 1.03 1.25 JUNE 0.90 0.84 1.05 1.20 JULY 0.89 0.90 1.13 1.27 AUGUST 0.90 0.90 . 1.12 1.31 SEPTEMBER 0.94 0.81 1.00 1.13 OCTOBER 0.96 0.85 1.10 1.23. NOVEMBER 0.97 0.89 1.16 1.42 DECEMBER 0.99 0.95 1.14 1.46 GROUP-3 **INTERSTATE STATION(S): 27(1-84 FROM ROUTE 195 TO MASS.STATE LINE) AVG. WEEKDAY FRIDAY - SATURDAY SUNDAY JANUARY 1.46 1.08 1.19 1.08 FEBRUARY 1.36 1.00 1.17 1.08 MARCH 1.33 0.97 1.08 0.96 APRIL 1.13 0.82 0.92 0.85 MAY 1.09 0.78 0.83 0.78 JUNE 1.03 0.76 0.85 0.72 JULY 0.95 0.75 0.79 0.76 AUGUST - 1.12 0.84 0.89 0.83 SEPTEMBER 0.90 0.65 0.69 0.70 OCTOBER 1.13 0.77 0.90 0.74 NOVEMBER 1.16 0.86 0.98 0.86 DECEMBER 1.09 1.03 1.20 1.10 Xoz:�rL'tNsstaz J13N = •z•X xold.y33do XI 409 = '0'N aalvKlz9H - a f{{.F............r..YiiFf}\F...............i}.Lii#i4i•.Y................Y.1YYiYii;};;r..{i.........iiYi.YYYYi{Tw#.......... ii! ' 1.0 C'9 L 9 39=3 t zovmY 0099 010 0009 E'9 00W9 L'9 0009 am"703 9T. OE 'AN00 x"w t=211,100 � ♦{{iF}Ri{}.••.............fflyY*..............f.aiii■iF#\\FF.........---•iffair.ifY{i!liiii{#}}.•....i....Y i f;;{f.•••.. •_•••• 410- 0'Z 910- BDXYHO t sey"AY Cost VT- 009L L•Z OOtL C'T- Cost XMO=ItaaiW LZ LIZ •NN00 OOGL 0'0 OOLG t't OOSL 0.0 Cost XOLat1R0 t8 'XN03 OOSZT 8'0 OOZT 6'E- 006LT 0'N HRZIASNOW 5 ZE W 'NN00 OOSS9 S'0- 00299 9'E COLO 6'0- OOM MGM Lt ST •NN 009W L'6- Call, t'Y OOLV O'0 OOLt A'I9NI447:X £T ZI 'NN03 OOOEt B'0- -OOtET 010 OOTEL 0'0 OOOET AMAHa00M OT 000E 0'S• 0001, t't- OOtt 0'O OOTt 3WA4 S6Y3 Z MGM - 'IKI83 vv VONIW •...i.f•f.if lff wf.... ...•-FF....Yf{;i}•}�.......•••...ilia.;}{{................iYYYYifiF#iYYiY##...........iiLiiiiff{.•.•••• 1 0.0 o s- T•L 399CN0 t SOV38AK OOZE 010 OOLE 9'9- 005E 6'LT 00le X00=11103 IT 9 •HH03 OOSL 010 OOSZ 00 O05Z 0.0 Cast LXSX T L 'S•A TvIdn - ImittSilty lIONIW #f{ff. ..••--.....r{f;{fF...•••..f.ii.iY#fi##FfF...•••••..•..u.itr;;#F►{.....•..-R.f..Yia#}ii i'alai}►#F}••••-•iaiiYYFi;ilw}•.. 5.0 8.Z. o o H9XNH3 t nViu+E oOLtt 0'1 OOOTt 6141- OOt82 9'S- OOZWt NHAYft M3X LS 3I1N3A7 AiLIHef OOtOT 0'T OOEOT L'£- 00402 O 0 OOLOT XL"YNKO !!HN 6 tZI 'XNOJ OOWSC L'T- 0009E 8.0- OO M t't 0085E HO M O 9Z tt 'XN00 0099C S'S OOWSZ t'C- OOE39 100- 00►9Z NIR2IHH 8► ST 'NN03 001,91 9'0- OOSOT 6'Z- OOOLT 0'E COS92 7�8AHSWIS LW Ole NN03 Cats 0'0 OOWB 2'I OOEB S'Z Dole ttOSaNsw ISl'3 SS S S'tl o00E£ 6'0- OOCEE 6.0 OOOEC 6•0- DO M xu0dSsmm 8 T •S'A XYNaA - lIHHSo - 'P[I83LSY 'lCd20NIlid .............i.}}f♦#}l.............iiYY.!#FaF\.w.................Y..!}..Ff#...........#iiYai;F........ y 0099 t't- 0069 t't 0008 t't 0068 X0L•8H$ OL 99 'NN00 OO6LT 8'L 0099T 9•ZT- 0006T 9'Z- OOSGT NOS9NINOLS luldoX 9t Z 'NN03 i riWAH - WRIELO - 'i 7 13S'QK 'MAZUXUd iY#YaFfff.............a.ii.........F►aYYa.►iY{.##►..}.......Y.iYi.Fii{a;4....F.........••F.►.i.►............•►....#........... S'6. Z•t- 0'0 HEINY83 t 33AK i 006WL E•0 009►L CIE OOM 9'T- 009EL 2'Il1HWA3S St ST 'NN00 009LE 610- 0062E E'0- OOOEE 9.0- OOM YlY00Ii8 TS 6 'NN00 •O•N •0•N OOM 9'Z- 00881c NtdOS83SYM CL MCI 6'EZ WILD S'WT- 0093L E'T 0086L S30d3JaIYS 6T 9 'NN03 1 - OOttE O•tt OOSEE C.O. 009EE E'► OOLLE tISSS8H3Z03 OS Z 'NNW NYSHA - AdY3 XHHIC - gltIllsm" QNd20NIlid iYi{{;#wF^••-••.iai►ii►F.F.•••••F.....FY.##}ff#........►.aY..ri;;.F►}.}................FYif Y►i.YT........wiYiiaiY#..........i i W.O Z•O VT- EORM t SMSAV OOSO£ 0•t 0096Z 6'C- 0001C CIO- 00TT[ A49XIT4IX Zt 008Z9 TIT OOtt9 8'T 00019 0•1 00t09 I0ZIMON L S6C HLKLSBHINI 0OZ69 L•Z- 0 OTT t T'T OOCOL VT 00069 NOLOW l't OOOSL Z'S OOETL 9'W- OOM L'T 009ZL 3WAR LIM CE 006E8 L'S 00116L E'W- OOM 6't- OOE49 mods HHH ZE 0'N '0'It O'X •0'N a80sZIH SE Z— MEET WMA30N OC S6 SZVZSU3LNI pOtitl 6't 009WET 0'X �00Z Cast L•E- o0LOOT S'9 0006 9'Z- 009L6 a'IHI3N3 ES_ 1 •0•N 0OZIET E'E- OOLSC% L'Z• 0096Ct maidsdanzSM ►T Z0oZ Coors T'Z O0008 6'T 009 0 OOSBG O1lOd9NIRRYl6 SS T6 azvltSltSLNI OOZLZT BOO 009921 9'W OO9OZT 9'0- OOESZS g3SSHH0 TCOOTT 9'L=OOf E 6'0 OOZ52T 6't- 009TES M 6W 00W09 8't- 006T8 S'0 005t9 0't OO18L NMOZMSN tL t8 SLYLSH3SNI OOC" 0'E 00621, 6•L- DOM 9•T- 006tt 9lIIHS3&7 SW T69 3ZYL8l13iNI gvemA - SSlLS1s3ZNI - Ix'u337nf lval3xlud !(.....Y.ilFi{f.••••RaiiYaY.}........a......i;R#{....•.Yif YitiYi off........i.ia iYitYail;}{•F}.•.......i#ii}}}{.•...•...iiiRiY. Z'E- 0'E S'Ot 30NKH0 t 50Yd8AS OOtGv 2'S- Ochs O'E OO90S 5.OT 0095t NO= LZ 00999 VT- 0000L '0.X 00/tt AmH32QazW WS t8 HS�iSSii$SNI 'IYtfLllE - 3SYSSM3SNI - ZYIV3SlIY '1BdI3NIMd RI.Y{i.;#.}....... ..••.••......**of.......YYa.#iaYf R#.i..... i{.iiYiY##►ii}}{.{lFF••.... i.iY}i#V}{--••aiiiY;ii!•}.• ta+c 39AM taw MOAMM Sal[ 309YH3 .TQK NMOL Kol;, zs =OV SOOZ t 11009 t TOOL t ECOZ SOOZ - WOOL • EOOL - ZOOZ t SXOIStftq SNAoz SAoa=900 XT 93WA'IOA 323MI 1 viva as" A80SNHANI stun rEid - 9NImmd am A0I'SOd 30 !ir mma NOISYSgOdS1ECdS s0 SN3WS1vd3a Z0'd 998Z b6S 098 998Z b6S 098 VT:OT 900Z—bZ-100 STATE OF CONNECTICUT GO coroG� DEPARTMENT OF TRANSPORTATION 4 "" •.«„„�""` 2800 BERLIN TURNPIKE, P.O. BOX 317546 NOY 10 2006 OF Ta,+h�� NEWINGTON, CONNECTICUT 06131-7546 Phone: November 7, 2006 RESPONSE TO DATA REQUEST TO: Mr. David Hao Vanasse & Associates, Inc. 10 New England Business Center Drive Suite 314 Andover, MA 01851 RE: Response to your request of October 30, 2006 Enclosed are the Accident Experiences that you requested. CONNENTS: For Pleasant Valley Road, accident data was p rovided for the entire road. For the I-84 ramps, alpha description must be reviewed to. determine which accidents occurred at the intersection of Pleasant Valley Road. Direct questions to: Gene Interlandi Telephone number: (860) 594-2096 Sebastian P. Puglisi Trans. Supervising Planner Systems Information Bureau of Policy & Planning An Equal Opportunity Employer Printed on Recycled or Recovered Paper CONNECTICUT DEPARTMENT OF TRANSPORTATION Division of Systems Information Standard Accident.Experience Abbreviations Table Title-Special Features(RDWY.FACT.) Abbreviation Definition PENTRTD M B Median Barrier Penetration CNST ACT,DEV Construction Activity or Device AT PVT DRIVE At a Private Drive AT COMM DRVE At a Commercial Drive OPN MED DVDR At an Opening in Median Divider AT RR XING. At a Railroad Crossing Table Title Light Condition(LIGHT COND) Abbreviation Definition DAYLT Daylight DARK/WO Darkness,No Highway Illumination DARK/W Darkness,With Highway Illumination Table Title.-Road Surface Condition(SURF COND) Abbreviation Definition SAND Loose Sand UNKN Unknown Table Title—Weather Condition(WEATH) Abbreviation Definition UNKN Unknown Table Title-Type of Collision(COLLISION TYPE) Abbreviation Definition ANGLE Angle(involving no turns) FIXED OBJ Fixed Object MOVING OBJ Moving Object SIDESWP-SM Sideswipe(same direction) SIDESWP-OP Sideswipe(opposite direction) TURN-SAME Turning Movement(same direction) HD-ON TRN Turning Movement(opposite direction) TURN-INTS Turning Movement(intersecting paths) NON-COLL Miscellaneous-Non-Collision Table Title-Pedestrian Maneuver Abbreviation Definition EMERG PERS(NOT REL TO MTR Emergency Personnel(not related to a VEH ACC) motor vehicle accident) . 1 i Table Title-Vehicle Type Abbreviation Definition COMM BUS Commercial Bus SCHL BUS School Bus TRUCK ST Truck(single unit-single tires) TRUCK DT Truck(single unit-dual tires) MTRCYCLE Motorcycle EMRGNCY Emergency Vehicle TR TRAIL Tractor-trailer(1 trailer) CNSTRTN Construction,or farm equipment SNOWMOBL Snowmobile,Go-Kart,ATV's,etc. NON CONT Non-contact vehicle TANDEM Tractor-trailer(2 trailers) VAN Passenger Van AUTO PAS Passenger Car TRK-COMB Truck-trailer combination(not tractor) CAR-COMB Car-trailer combination VEHICLE Unknown vehicle PDSTRIAN Pedestrian Table Title-Vehicle Maneuver Abbreviation Definition VEH CHANGING FROM ENT. Vehicle changing from entrance ramp to RAMP TO LEFT LANE left lane VEH MANEUV TO EXIT FR Vehicle maneuvering to exit from parking PRKNG SP(NOT ANGLE) space(other than angle parking) Table Title--Object Involved Abbreviation Definition CONST BARR Construction Barricade or Barrels CATCH BASN Catch basin or manhole cover CLVRT HEDR Culvert Endwall(header) FRGN OBJ Foreign object on pavement ILIUM POLE Illumination Pole UTLTY POLE Utility Pole BRDGE RAIL Bridge parapet wall or rail(on bridge) HGHWY SIGN Highway Sign OH SGN SPT Overhead sign support UX.CEILING Underpass Ceiling . VEH OFF.RD. Vehicle(off road and shoulder) R.R.APURTN Railroad appurtenance or tracks 1MPCT DEVC Impact Attenuator CHANNELIZTN Channelization FIRE HYD Fire Hydrant JERSEY BARR. New Jersey Barrier TR-CNTRL DEV Traffic Control Device 3 so STATE OF CONNECTICUT ACCIDENT SUMMARY ROUTE NUMBER 00840 FROM 068.23 MILES TO 068.23 MILES MONTH 2O03 2004 2005 TOTAL PERCENT ------------------------------------------------------------------------------------------------------------------------------------ JAN 3 3 11.111 FEB 3 3 6 22.222 MAR 1 1 2 7.407 MAY 1 1 2 7.407 JUN 2 1 3 11.111 JUL 1 1 2 7.407 SEP 2 2 7.407 OCT 1 1 3.703 NOV 2 1 3 11.111 DEC 1 1 1 3 11.111 TOTAL 6 9 12 27 100.000 COLLISION TYPE 2003 2004 2005 TOTAL PERCENT --------------------------------------------------.--------------------------------------------------------------- MOVING OBJ 1 1 3.703 FIXED OBJ 2 5 6 13 48.148 OVERTURN 2 2 7.407 SIDESWP-SM 1 3 4 8 29.629 REAR END 1 1 3.763 TURN-SAME 1 1 2 7.407 WEATHER 2003 2004 2005 TOTAL PERCENT --------------------------------------------------------------------------------------------------------------- CLEAR 5 6 7 18 66.666 RAIN 1 2 3 11.111 SNOW 4 4 14.814 FOG 1 1 3.703 UNKN 1 1 3.703 ROAD COND 2003 2004 2005 TOTAL PERCENT --------------------------------------------------------------------------------------------------------------- DRY 2 5 . 6 13 48.148 WET 3 2 2 7 25.925 ICE 1 2 3 11.111 SNOW 4 4 14.814 STATE OF CONNECTICUT ACCIDENT SUMMARY ROUTE NUMBER 00840 FROM 068.23 MILES TO 068.23 MILES INTERSECTING FEATURES 2003 2004 2005 TOTAL PERCENT ------------------------------------------------------------------------------------------------------------------------------------ ON RAMP 1 2 3 6 22.222 ON A BRIDGE 1 1 3.703 NONE 5 7 7 19 70.370 UNKNOWN 1 1 3.703 m "s m AM i STATE OF CONNECTICUT ACCIDENT SUMMARY ROUTE NUMBER 00840 FROM 068.23 MILES TO 068.23 MILES OFFENDING VEHICLE DIRECTION 2003 2004 2005 TOTAL PERCENT ------------------------------------------------------------------------------------------------------------------------------------ WEST 6 9 12 27 100.000 DIRECTIONS OF ALL VEHICLES 2003 2004 2005 TOTAL PERCENT -------------------------------------------------------------------------------------------------------------------- WEST 8 13 20 41 100.000 INJURIES 2003 2004 2005 TOTAL PERCENT -------------------------------------------------------------------------------------------------------------- TOTAL B-INJURIES 3 3 23.076 TOTAL C-INJURIES 1 7 2 10 76.923 TOTAL 1 7 5 13 100.000 ACCIDENTS BY SEVERITY 2003 2004 2005 TOTAL PERCENT --------------------------------------------------------------------------------------------------------------- B-INJ 3 3 11.111 C-INJ 1 2 1 4 14.814 PROPERTY DAMAGE ONLY 5 7 8 20 74.074 TOTAL 6 9 12 27 100.000 OBJECT INVOLVED OBJECT LOCATION OFFRD IN SHLDR SHLDR OFFRD OFFRD IN GORE OVER UNKNWN 20032004-- ------------------- - 2005TOTALAHEAD RDWY RIGHT LEFT RIGHT LEFT MEDIAN AREA RDWY ------------------------------ -- --------------------------------------------------------- BANK-LEDGE 1 1 1 FRGN OBJ 1 1 1 ILLUM POLE 2 4 2 8 6 2 BRDGE RAIL 1 1 1 GUIDE RAIL 1 1 2 2 BEAM RAIL 1 1 1 HGHWY SIGN 1 1 1 JERSEY BARR. 1 1 1 @FIN CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE TOWN OF MANCHESTER ROUTE NUMBER 84 LOCATION 068.23 068.23 PREPARED 11 06 06 PERIOD FROM 01 01 03 TO 12 31 05 MON DA LIGHT , SURF COLLISION INJURIES RAMP TOT MILEAGE ALPHA DESCRIPTION OF ACC. LOCATION RDWY. FACT. CASE # DAY TH TE YR HOUR COND COND WEATH TYPE K A B C TYPE INJ 068.23 ON TR 836 AT RAMP 304 ON RAMP 109625 FRI FEB 11 05 1453 DAYLT DRY CLEAR SIDESWP-SM ON VEHICLE CHANGED LANES IMPROPERLY WB AUTO PAS VEH. CHANGING FROM RIGHT TO LEFT LANE WB TRUCK ST VEHICLE GOING STRAIGHT 3 068.23 ON WB ENT FR PLEASANT VALLEY RD NONE 109675 MON FEB 21 05 1912 DARK/W SNOW SNOW SIDESWP-SM ON DRIVING TOO FAST FOR CONDITIONS WB AUTO PAS SKIDDED SLOWING FOR STOPPED VEHICLE WB AUTO PAS STOPPED FOR PREVIOUS ACCIDENT 068.23 ON RT 84 WB ON RAMP 304 NONE 114377 FRI MAR 14 03 1518 DAYLT DRY CLEAR SIDESWP-SM ON VEHICLE CHANGED LANES IMPROPERLY WB VAN VEH. CHANGING FROM LEFT TO RIGHT LANE WB AUTO PAS VEHICLE GOING STRAIGHT 068.23 ON I84 WB TR 836 ON A BRIDGE 114387 TUE MAR 01 05 0211 DARK/W SNOW SNOW FIXED OBJ ON DRIVING TOO FAST FOR CONDITIONS WB AUTO PAS VEHICLE GOING STRAIGHT - 1 1 STRUCK BRDGE RAIL OFF RD RIGHT - 068.23 ON ACCESS RAMP FROM I-84 TR 836 NONE 126834 MON MAY 19 03 0732 DAYLT DRY CLEAR OVERTURN ON FOREIGN OBJECT IN ROAD WB AUTO PAS AVOIDING ANIMAL IN ROAD - 1 1 STRUCK ILLUM POLE OFF RD LEFT 068.23 ON WB ENT 304 NONE 129848 SAT MAY 28 05 0329 DARK/W WET FOG FIXED OBJ ON DRIVING TOO FAST FOR CONDITIONS WB AUTO PAS VEHICLE GOING STRAIGHT STRUCK ILLUM POLE OFF RD RIGHT 3 068.23 ON PLEASANT VALLEY RD ON RAMP 133251 THU JUN 30 05 1101 DAYLT DRY CLEAR TURN-SAME DRIVER FAILED TO GRANT RIGHT OF WAY WB AUTO PAS VEH TURNING LEFT FROM IMPROPER LANE WB AUTO PAS VEH TURNING LEFT FROM PROPER LANE 068.23 AT ENT 59 ON RAMP 134507 WED JUN 30 04 2133 DARK/WO DRY CLEAR SIDESWP-SM VEHICLE CHANGED LANES IMPROPERLY WB TR TRAIL VEH. CHANGING FROM LEFT TO RIGHT LANE WB AUTO PAS VEHICLE ENTERING TRAFFIC FROM RAMP - 3 3 STRUCK HGHWY SIGN OFF RD RIGHT wit men mwE STATE OF CONNECTICUT ACCIDENT EXPERIENCE SUMMARY ROAD NUMBER 06220 FROM 000.00 MILES TO 999.99 MILES MONTH 2O03 2004 2005 TOTAL PERCENT ----------------------------------------------------------------=------ ------------------------------------------------------------ FEB 1 2 3 23.076 APR 1 1 2 15.384 MAY 1 1 7.692 OCT 1 1 7.692 NOV 2 2 15.384 DEC 1 3 4 30.769 TOTAL 2 7 4 13 100.000 COLLISION TYPE 2003 2004 2005 TOTAL PERCENT ------------------------.------------------------------------------------------------------------------------------------------------ ANGLE 1 1 7.692 TURN-INTS 1 1 7.692 HD-ON TRN 1 1 2 15.384 FIXED OBJ 1 1 2 15.384 REAR END 2 3 1 6 46.153 BACKING 1 1 7.692 WEATHER 2003 2004 2005 TOTAL PERCENT ------------------------------------------------------------------------------------------------------------------------------------ CLEAR. 2 6 3 11 84.615 RAIN 1 1 7.692 UNKN 1 1 7.692 ROAD COND 2003 2004 2005 TOTAL PERCENT ------------------------------------------------------------------------------------------------------------------------------------ DRY 2 5 1 8 61.538 WET 2 2 4 30.769 ICE 1 1 7.692 STATE OF CONNECTICUT ACCIDENT EXPERIENCE SUMMARY ROAD NUMBER 06220 FROM 000.00 MILES TO 999.99 MILES ACCIDENT CONTRIBUTING FACTOR 2003 2004 2005 TOTAL PERCENT ------------------------------------------------------------ ----------------------------------------------------------------------- NO ACTION, UNKNOWN OR CONFLICING STORIES 1 1 7.692 DRIVER UNDER THE INFLUENCE 1 1 7.692 DRIVER VIOLATED TRAFFIC CONTRL 1 1 7.692 DRIVER INATTENTIVE 1 1 7.692 DRIVER FAILED TO GRANT RIGHT F WAY 1 1 2 15.384 DRIVING TOO FAST FOR CONDITIOS 1 1 7.692 DRIVER FOLLOWING TOO CLOSE 2 3 1 6 46.153 M M 40 moon i ! m m m m m mw i � CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE TOWN OF MANCHESTER ROAD NUMBER 06220 LOCATION 000.00 999.99 PREPARED 11 06 06 PERIOD FROM 01 01 03 TO 12 31 05 MON DA LIGHT SURF COLLISION INJURIES RAMP TOT MILEAGE ALPHA DESCRIPTION OF ACC. LOCATION RDWY. FACT. CASE # DAY TH TE YR HOUR COND COND WEATH TYPE K A B C TYPE INJ ON 0622 AT 0070 0000 0000 0000 ON PLEASANT VALLEY RD AT BUCKLAND ST I , 000.00 INT OF BUCKLLND ST ON A BRIDGE 109340 THU FEB 26 04 1749 DUSK DRY CLEAR REAR END DRIVER FOLLOWING TOO CLOSE EB AUTO PAS VEHICLE GOING STRAIGHT EB VAN SLOWING.FOR TRAFFIC SIGNALS - - - 1 1 ON 0622 AT 0070 0000 0000 0000 ON PLEASANT VALLEY RD AT BUCKLAND ST 000.00 INT OF BUCKLAND ST ON'A BRIDGE 111950 WED FEB 23 05 0724 DAYLT WET CLEAR REAR END DRIVER FOLLOWING TOO CLOSE EB AUTO PAS VEHICLE GOING STRAIGHT EB AUTO PAS VEH MAKING U TURN ON 0622 AT 0070 0000 0000 0000 ON PLEASANT VALLEY RD AT BUCKLAND ST 000.00 INT OF BUCKLAND ST ON A BRIDGE 123374 FRI APR 18 03 1634 DAYLT DRY CLEAR REAR END DRIVER FOLLOWING TOO CLOSE EB AUTO PAS. VEHICLE GOING STRAIGHT EB AUTO PAS VEHICLE GOING STRAIGHT - - - 3 3 ON 0622 AT 0070 0000 0000 0000 ON PLEASANT VALLEY RD AT BUCKLAND ST , , 000.00 INT BUCKLAND ST & BUCKLAND HILLS PRIVATE ROAD 131153 MON MAY 24 04 2122 DARK/W WET CLEAR HD-ON TRN NO ACTION, UNKNOWN OR CONFLICTING STORIES EB AUTO PAS VEHICLE GOING STRAIGHT - - - 1 1 WE AUTO PAS VEH TURNING LEFT FROM PROPER LANE ON 0622 AT 0070 0000 0000 0000 ON PLEASANT VALLEY RD AT BUCKLAND ST , 000.00 INT OF BUCKLAND ST ON A BRIDGE 169498 MON NOV 07 05 1838 DARK/W WET CLEAR ANGLE DRIVER VIOLATED TRAFFIC CONTROL EB AUTO PAS VEHICLE GOING STRAIGHT NB AUTO PAS VEHICLE GOING STRAIGHT - - - 1 1 ON 0622 AT 0070 0000 0000 0000 ON PLEASANT VALLEY RD AT BUCKLAND ST , , 000.00 AT BUCKLAND ST ON A BRIDGE 174336 THU DEC 09 04 1952 DARK/W WET RAIN REAR END DRIVER FOLLOWING TOO CLOSE EB AUTO PAS VEHICLE GOING STRAIGHT EB AUTO PAS STOPPED FOR TRAFFIC SIGNALS - - - 1 1 CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE TOWN OF MANCHESTER ROAD NUMBER 06220 LOCATION 000.00 999.99 PREPARED 11 06 06 PERIOD FROM 01 01 03 TO 12 31 05 MON DA LIGHT SURF COLLISION INJURIES RAMP TOT MILEAGE ALPHA DESCRIPTION OF ACC. LOCATION RDWY. FACT. CASE # DAY TH TE YR HOUR COND COND WEATH TYPE K A B C TYPE INJ ON 0622 BET 0070 0000 0126 0000 ON PLEASANT VALLEY RD BET BUCKLAND ST AND CROFT DR 000.59 30 FT E OF CROFT DR NONE 163699 MON NOV 07 05 2203 DARK/W DRY CLEAR FIXED'OBJ DRIVER UNDER THE INFLUENCE WB AUTO PAS VEHICLE GOING STRAIGHT - - - 1 1 STRUCK CURBING OFF RD LEFT s r , r are M ON rr ■s STATE OF CONNECTICUT ACCIDENT SUMMARY ROUTE NUMBER 00840 FROM 070.15 MILES TO 070.15 MILES ROAD COND 2003 2004 2005 TOTAL PERCENT DRY 4 8 5 17 39.534 WET 1 6 5 12 27.906 ICE 2 1 3 6 13.953 SNOW 4 3 7 16.279 SAND 1 1 2.325 LIGHT COND 2003 2004 2005 TOTAL PERCENT ------------------------------------------------------------------------------------------------------------------------------------ DAYLT 6 10 9 25 58.139 DUSK 1 1 2.325 DARK/WO 1 1 2.325 DARK/W 2 7 7 16 37.209 HOUR BEGINS SUN MON TUE WED, THUR FRI SAT TOTAL PERCENT ------------------------------------------------------------------------------------------------------------------------------------ MIDNIGHT 0 1 0 1 0 0 0 2 4.651 02 A.M. 1 0 0 0 0 0 0 1 2.325 04 A.M. 1 0 0 0 0 0 0 1 2.325 07 A.M. 1 0 0 1 2 1 0 5 ll.627 08 A.M. 1 0 0 0 0 0 0 1 2.325 09 A.M. 2 0 1 0 0 1 0 4 9.302 10 A.M. 0 0 0 0 0 1 0 1 2.325 11 A.M. 1 0 0 0 0 0 0 1 2.325 NOON 0 2 0 0 0 2 1 5 11.627 01 P.M. 0 0 0 1 0 0 0 1 2.325 02 P.M. 0 0 0 1 0 0 0 1 2.325 03 P.M. 0 1 0 0 0 0 1 2 4.651 04 P.M. 0 0 0 0 0 0 1 1 2.325 05 R.M. 0 0 1 0 1 0 1 3 6.976 06 P.M. 0 2 0 1 1 1 0 5 11.627 07 P.M. 0 0 0 0 0 0 1 1 2.325 08 P.M. 1 0 1 1 0 1 1 5 11.627 09 P.M. 0 0 0 0 0 0 1 1 2.325 10 P.M. 0 0 0 1 0 0 0 1 2.325 11 P.M. 0 1 0 0 0 0 0 1 2.325 TOTAL 8 7 3 7 4 7 7 43 100.600 STATE OF CONNECTICUT ACCIDENT SUMMARY ROUTE NUMBER 00840 FROM 070.15 MILES TO 070.15 MILES ACCIDENT CONTRIBUTING FACTOR 2003 2004 2005 TOTAL PERCENT ------------------------------------------------------------------------------------------------------------------------------------ DRIVER INCAPACITATED 1 1 2.325 FOREIGN OBJECT IN ROAD 1 1 2 4.651 DRIVER VIOLATED TRAFFIC CONTROL 1 1 2.325 SLIPPERY SURFACE 1 1 2.325 UNSAFE RIGHT TURN ON RED 1 1 2.325 VEHICLES TIRES UNSAFE, FAILED OR CAME OFF 1 1 2.325 VEHICLE WITHOUT LIGHTS 1 1 2.325 DRIVING TOO FAST FOR CONDITIONS 3 2 5 10 23.255 DRIVER FOLLOWING TOO CLOSE 1 7 2 10 23.255 DRVR UNABLE TO COPE W/COND, DRVR LOST CONT 1 6 5 12 27.906 IMPROPER PASSING MANEUVER 1 1 2.325 VEHICLE ILLEGALLY PARKED 1 1 2.325 VEHICLE CHANGED LANES IMPROPERLY 1 1 2.325 m � man CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE TOWN OF MANCHESTER ROUTE NUMBER 84 LOCATION 070.15 070.15 PREPARED 11 06 06 PERIOD FROM 01 01 03 TO 12 31 05 MON DA LIGHT SURF COLLISION INJURIES RAMP TOT MILEAGE ALPHA DESCRIPTION OF ACC. LOCATION RDWY. FACT. CASE # DAY TH TE YR HOUR COND COND WEATH TYPE K A B C TYPE INJ 070.15 ON I84 WB OFF RAMP 310 NONE 101144 TUE JAN 06 04 2052 DARK/W SNOW SNOW FIXED OBJ OFF DRIVING TOO FAST FOR CONDITIONS WB AUTO PAS VEHICLE GOING STRAIGHT STRUCK ILLUM POLE OFF RD RIGHT 070.15 AT WB EXIT 62 OFF RAMP 101342 SUN JAN 18 04 0945 DAYLT SNOW SNOW FIXED OBJ VEHICLE CHANGED LANES IMPROPERLY WB NON CONT VEH. CHANGING FROM RIGHT LANE TO EXIT RAMP WB AUTO PAS AVOIDING VEH. CHANGING FROM RIGHT LANE TO EXIT RAMP STRUCK ILLUM POLE OFF RD RIGHT 070.15 ON EXIT RAMP TO EB I-394 NONE 101638 SUN JAN 18 04 2036 DARK/W WET CLEAR SIDESWP-SM OFF DRVR UNABLE TO COPE W/COND, DRVR LOST CONT WB AUTO PAS VEH. CHANGING FROM LEFT TO RIGHT LANE STRUCK GUIDE RAIL OFF RD RIGHT AND GUIDE RAIL OFF RD RIGHT WB TRUCK ST VEHICLE GOING STRAIGHT 070.15 ON I84 WB TR 836 NONE 103745 THU JAN 20 05 1816 DARK/W DRY CLEAR FIXED OBJ ON DRVR UNABLE TO COPE W/COND, DRVR LOST CONT WB AUTO PAS VEHICLE GOING STRAIGHT STRUCK TREE OFF RD LEFT 070.15 ON I84 WB TR 836 NONE 103767 WED JAN 26 05 1847 DARK/W SNOW SNOW FIXED OBJ ON DRIVING TOO FAST FOR CONDITIONS WB AUTO PAS VEHICLE SKIDDING IN ROADWAY STRUCK BEAM RAIL OFF RD RIGHT 070.15 AT PLEASANT VALLEY DR UNKNOWN 104142 THU JAN 06 05 1757 DARK/W SNOW RAIN REAR END OFF DRIVER FOLLOWING TOO CLOSE WB AUTO PAS VEHICLE GOING STRAIGHT WB AUTO PAS STOPPED FOR TRAFFIC SIGNALS 070.15 INT I84 WB TR 836 OFF RAMP 106179 FRI JAN 14 05 2030 DARK/W DRY CLEAR MOVING OBJ FOREIGN OBJECT IN ROAD WB AUTO PAS VEHICLE GOING STRAIGHT STRUCK FRGN OBJ IN ROADWAY CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE TOWN OF MANCHESTER ROUTE NUMBER 84 LOCATION 070.15 070.15 PREPARED it 06 06 PERIOD FROM 01 01 03 TO 12 31 05 MON DA LIGHT SURF COLLISION INJURIES RAMP TOT MILEAGE ALPHA DESCRIPTION OF ACC. LOCATION RDWY. FACT. CASE # DAY TH TE YR HOUR COND COND WEATH TYPE K A B C TYPE INJ 070.15 ON TR 836 NONE 120014 TUE APR 26 05 1716 DAYLT DRY CLEAR SIDESWP-SM OFF DRVR UNABLE TO COPE W/COND, DRVR LOST CONT WB AUTO PAS VEHICLE GOING STRAIGHT - - - 3 3 STRUCK BEAM RAIL ON MEDIAN WE AUTO PAS VEHICLE GOING STRAIGHT - - - 1 1 STRUCK BEAM RAIL OFF RD RIGHT 070.15 ON EXIT RAMP TO EB I-384 NONE 121016 WED APR 16 03 1418 DAYLT DRY CLEAR OVERTURN OFF DRVR UNABLE TO COPE W/COND, DRVR LOST CONT WE AUTO PAS AVOIDING FOREIGN OBJECT IN ROAD - - 1 - 1 070.15 ON RT 84 WE TR 836 NONE 128626 SUN MAY 22 05 0730 DAYLT WET RAIN FIXED OBJ OFF DRIVING TOO FAST FOR CONDITIONS WE AUTO PAS VEHICLE GOING STRAIGHT STRUCK ILLUM POLE OFF RD RIGHT 070.15 ON I84 WB TR 836 NONE 129436 MON MAY 03 04 1210 DAYLT WET RAIN FIXED OBJ OFF VEHICLES TIRES UNSAFE, FAILED OR CAME OFF WB VAN VEHICLE GOING STRAIGHT - - - 1 1 STRUCK ILLUM POLE OFF RD RIGHT 3 070.15 INT OF PLEASANT VALLEY RD OFF RAMP 129725 SUN MAY 09 04 0951 DAYLT WET RAIN ANGLE DRIVER VIOLATED TRAFFIC CONTROL WE AUTO PAS VEHICLE GOING STRAIGHT SB AUTO PAS VEHICLE GOING STRAIGHT - - - 1 1 070.15 AT MIDDLE TPKE WEST UNKNOWN 132295 FRI MAY 28 04 1828 DAYLT DRY CLEAR REAR END OFF DRIVER FOLLOWING TOO CLOSE WE AUTO PAS VEHICLE GOING STRAIGHT WE AUTO PAS SLOWING FOR TRAFFIC SIGNALS - - - 1 1 070.15 ON I84 WB TR 836 NONE 133218 WED JUN 11 03 ,0706 DAYLT DRY CLEAR MOVING OBJ OFF FOREIGN OBJECT IN ROAD WE NON CONT VEHICLE GOING STRAIGHT WE AUTO PAS VEHICLE GOING STRAIGHT STRUCK FRGN OBJ IN ROADWAY CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE TOWN OF MANCHESTER ROUTE NUMBER 84 LOCATION 070.15 070.15 PREPARED 11 06 06 PERIOD FROM 01 01 03 TO 12 31 05 MON DA LIGHT SURF COLLISION INJURIES RAMP TOT. MILEAGE ALPHA DESCRIPTION OF ACC. LOCATION RDWY. FACT. CASE # DAY TH TE YR HOUR COND COND WEATH TYPE K A B C TYPE INJ 070.15 ON TR 836 NONE 150188 SUN AUG Q1 04 0218 DARK/W DRY CLEAR FIXED OBJ OFF DRVR UNABLE TO COPE W/COND, DRVR LOST CONT WB AUTO PAS VEHICLE GOING STRAIGHT STRUCK BEAM RAIL SHLDR LEFT 070.15 ON WB EXIT 62 UNKNOWN 154642 MON SEP 20 04 1230 DAYLT DRY CLEAR REAR END OFF DRIVER FOLLOWING TOO CLOSE WB AUTO PAS VEHICLE GOING STRAIGHT WB AUTO PAS STOPPED FOR TRAFFIC SIGNALS 070.15 ON WB EXIT TO RTE 44 NONE 159230 THU OCT 02 03 0724 DAYLT DRY CLEAR SIDESWP-SM OFF IMPROPER PASSING MANEUVER . WB AUTO PAS VEH PASSING SAME DIRECTION ON RIGHT WB AUTO PAS STOPPED FOR TRAFFIC 070.15 ON WB EXIT TO PLEASANT VALLEY RD NONE 162637 FRI OCT 14 05 1226 DAYLT WET RAIN FIXED OBJ OFF DRVR UNABLE TO COPE W/COND, DRVR LOST CONT WB AUTO PAS VEHICLE GOING STRAIGHT STRUCK ILLUM POLE OFF RD RIGHT 070.15 ON WB EXIT TO PLEASANT VALLEY RD OFF RAMP 163686 THU NOV 24 05 0711 DAYLT SNOW CLEAR FIXED OBJ DRIVING TOO FAST FOR CONDITIONS WB AUTO PAS SKIDDED SLOWING FOR TRAFFIC SIGN STRUCK CURBING ON MEDIAN 3 070.15 INT PLEASANT VALLEY RD UNKNOWN 166183 SAT OCT 30 04 1700 DAYLT WET CLEAR REAR END OFF DRIVER FOLLOWING TOO CLOSE WB AUTO PAS SKIDDED SLOWING FOR STOPPED VEHICLE WB AUTO PAS STOPPED FOR TRAFFIC SIGNALS 070.15 ON RT 84 WB TR 836 NONE 169932 SAT NOV 08 03 1223 DAYLT SAND CLEAR FIXED OBJ OFF SLIPPERY SURFACE WB AUTO PAS VEHICLE GOING STRAIGHT STRUCK BANK-LEDGE OFF RD LEFT 070.15 ON WB EXIT 62 NONE 171419 MON NOV 08 04 0022 DARK/W DRY CLEAR FIXED OBJ OFF DRVR UNABLE TO COPE W/COND, DRVR LOST CONT WB AUTO PAS VEHICLE GOING STRAIGHT STRUCK ILLUM POLE OFF RD RIGHT CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE TOWN OF MANCHESTER ROUTE NUMBER 84 LOCATION 068.23 068.23 PREPARED 11 06 06 PERIOD FROM 01 01 03 TO 12 31 05 MON DA LIGHT SURF COLLISION INJURIES RAMP TOT MILEAGE ALPHA DESCRIPTION OF ACC. LOCATION RDWY. FACT. CASE ## DAY TH TE YR HOUR COND COND WEATH TYPE K A B C TYPE INJ 068.23 ON WE ACC FR I-84 TR 836 NONE 176441 MON DEC 15 03 1816 DARK/W ICE CLEAR FIXED OBJ ON DRIVING TOO FAST FOR CONDITIONS WE AUTO PAS VEHICLE SKIDDING IN ROADWAY STRUCK GUIDE RAIL OFF RD LEFT 068.23 ON RMP 301 AT 302A FR RTE 44 UNKNOWN 178050 FRI JUL 22 05 1337 DAYLT DRY CLEAR REAR END ON DRIVER FOLLOWING TOO CLOSE WE AUTO PAS SKIDDED SLOWING FOR STOPPED VEHICLE - - 1 1 2 WE AUTO PAS STOPPED FOR TRAFFIC 068.23 ON RT 84 WE TR 836 NONE 180052 TUE NOV 22 05 2222 DARK/W DRY CLEAR FIXED OBJ ON DRIVER FELL ASLEEP WE AUTO PAS VEHICLE GOING STRAIGHT STRUCK ILLUM POLE OFF RD RIGHT 068.23 ON ON RAMP 304 NONE 181398 THU DEC 23 04 1647 DUSK DRY CLEAR SIDESWP-SM ON VEHICLE CHANGED LANES IMPROPERLY WE AUTO PAS VEH. CHANGING FROM RIGHT TO LEFT LANE WB AUTO PAS VEHICLE GOING STRAIGHT u r 1 ! e � ' Y t ! f l { Institute of Transportation Engineers (ITE) Trip Generation, 7th Edition Land Use Code (LUC) 813 - Free-Standing Discount Superstore Average Vehicle Trips Ends vs: 1,000 Sq. Feet Gross Floor Area Independent Variable(X): 207.0 AVERAGE WEEKDAY DAILY T= 49.21 *(X) T= 49.21 * 207 T= 10188.19 T= 10,188 vehicle trips ' with 50% ( 5,094 vpd)entering and 50%( 5,094 vpd)exiting. WEEKDAY MORNING PEAK HOUR OF ADJACENT STREET TRAFFIC T= 1.84*(X) T= 1.84* 207.0 T= 380.94 T= 380 vehicle trips with 51%( 194 vph)entering and 49%( 186 vph)exiting. WEEKDAY EVENING PEAK HOUR OF ADJACENT STREET TRAFFIC T= 3.87*(X) T= 3.87* 207.0 T= 801.23 T= 801 vehicle trips with 49% ( 392 vph)entering and 51% ( 409 vph)exiting. SATURDAY DAILY T= 57.50*(X) T= 57.50* 207 T= 11904.51 T= 11,904 vehicle trips with 50%( 5,952 vpd)entering and 50%( 5,952 vpd)exiting. SATURDAY MIDDAY PEAK HOUR OF GENERATOR T= 5.01 *(X) T= 6.01 * 207.0 T= 1037.25 T= 1,037 vehicle trips with 51%( 529 vph)entering and 49% ( 508 vph)exiting. Confidential Vanasse&Associates,Inc. 813-SF.xls 11 I - - - . z- I- - I. - - � I I. �. . .� . � I . �� I -- - .I .I� ,� � � I f,I I. I I - � , ,. , I, I �-., � - ; � - - . .- ,� - , I - -- - , I - � I I- -, � 11 : , , " � tz , : - I w'' , � :,!,- I -1 - I,� I I I I - .1- I I- - I �l I � I 11 - . . , , , 1. , :� - " - I - I I 1, - - .,,, I . I — I � - -� - I I --I � � I I I.�I. � . - � , - I � I I � I- I � �� � - . � I I ' I I %,-,, ,I- '� : I - �- 11 '. -,� . 1,. ,�I ,'� , , ,-: . ."�, -� -, ,-:-� : -, '- ,, . I ,. � I � , �: -1 -I �, �:— � .11 �,� I -I I I - I . I � , - - � � -1 , , -,.,, ,- , ,- I I - - 11 I �,I I 11 - I I I , - � -, :� , : "� %, � � , � ; : , :, :. � -. I, � I . - 11 I -�� � I :� I: - 1. ,,-- - - � I � - , - : - -�,- I, ,.-I � - I I .I - I I -- I I- - 1� 11 I-. I. - , -I I.. - y I-- 11.. � � ...:- � I I I -,� ,� �— ,, �, I I � I I -,., ,- . , r I *� - I I :-,, : , - - . I I � � I — - . � I I -1 I . . -c� — I F - � -I -� , "I . � � . I - .- I , -� , . - - I I I �I . : , . " I : : - � I - I ; �� I. - ..,I I,I - � , �-, I I, I - " .� . . � - �, - �-�� , - - - I -I 7 I . ,- - - .1 -I. I I - :, � . I � I I I ,�,- --,��:�-, - . ,I-- I- I �. , � -, - 7-, �,I � I- I I-� I - I .I-, :, ..�--�-,�-�.1 I I I- �,I. .1.I-, I -� , - �,- -. . �--7 Z� 1,,-�I I I-� , � t, ,�', - �I - � , , - ,.� � � I- - . -,: -. �, I- ,�, ,� 1. I " I- . �.-I � -.1 I. I I � I .I�.. - I I��, � -" �, "-I I � � ; , - .- , , I � I I I I - , , 7 " �,-,i � ;, I ,� I . I, ��,�I � .� I - . I- � ". , I - I . -�� � . :1, I t -1 � - I � � , I , �� -: :I I � �, -: 1. ,- I. . � I - -,'% - I I" I ,; I�,: -,,-. --: , ,,, -- ,.--- 11 I- , I.I � - I I � . I r I.,�i I I�:�� ,I I I, I I- 11 I � 11 - . �� � �:- �-- � � , ,.,- - - - -� I -, . � - - I � � , - . I -, I � I I - ,� ,.� - � I -- -��� �. � .�,�, , , I I . I- I. I . I -.� .-I � I I , I: � :q - :� -1 .I ,�- - 1" -�,-.1�- I , , - : -,� I I I � I I I � , I , I � - , , - , I-. - I , I,� i- I I - I,I - I I . 1. - - I, I � -,- � I :, ,� _-,I I , ,- - , :��I � , I �- . � I I 1, .11 - � . I- -�- ::�� I , I I ,�, , � : . -I -, ,� � , : � I F I :, � � . .7 :,�,�, I t-� :� �I I-, . �-�,7�� I . --1 . I :.:,�.� ,, . .I- ,�- I I: I.I :� � �,, --:,: I.I � . , I, . 1,�:; I I� �, �-I, I .I:,, �I . I � � . � . I_- I I .. . . - - � I I , - I I I . � I I I - z .I ,, %,- I I � ,�,..,, -�, . I�,� I �- .,�- �., � � I: � I ; - , I . I: : -� , I I I - , � , -.- , , , : -I � I I I .1. I .,Z_� ,.-;-� - , �--, , , - " - I � ., I � I � � ,:-I � . I . I I I � I I I. - �. -,'. I� -�, :�,, -- - : -,-�- I, I 1,-- I I �,.� " .-- �- 1, I,,- ,�:I:1 I I I t 1� I I - I I r - . �I I z , , , ,- I - �� - �- -- I .i. . --. .� . r; -. :, �I I �� U,::, , -, , , � - I I.. . I -- - : -,� �: I � , I-.I .,-� - -I .,, I � ��- 4 ,. ,I � �f I.. , �,: �,,,, t� �, ,- : � 1. -�-"-I -�I,,-�,,vI'.,,-,II-.,I-i..�I..-'f,,-'-1--I.,,-.,-Il.��!l��I�I-':,,�,��,�,..-:���I 1.I�1 I---,-I.-,�:I.-,:,I.-:.I---"�,,.-,;,"I,.".-,:�-�,I�-,-,,�,,I,,�I I�--.-I-.-.-,�.I,�.,��,Iw,�-.I,,I-�.�,-1',,,�,,—,c,.-�,.,�II--.,---,II--,1I--.�I-I--I.,�,,-I�::,,�,,-�I.--�,,�I,I;.�7:I�-,,..,�",--:l,-�"I I,��-,-.I,--��,I I-,�1 1�.1 1I,,I�.m:I��,-.�::I,�I.,�-�,,�.�,�I,.,I---.-,-,�-�,-I�--,-,-�:�:-�,I�-�:�-,I:I,---�I I�-i , , , : �:; ,-- , ,;",. - .� �, � . � I . I I I I-- I �, '�-,�, . ,� .,� , - - , , I� � - � -:--1-,,,-�-r.,:�--,:-.-I,�-�-�I�,�,�-I-,-,I-,.-F:-,,-��-,--I-:-,1�--',,.�I--,-,I-��1.',,-',--��,.,I--:-iI1-",I-I�,,I�-�,,II--II,--.-,.!I,—.--�-1 I,.�—,,:�.,�,��',:�,.'-.".1-�.--'I-."I,�-'1I.-�,l��'I�,-."�1-�,7-�.1I�.i-�.-z1'---.�I-*�":-I-'I.,,��-,-,�I 4.I''-I-�-"�A-,I I�,I--.-;I I"�-I.:_I I 1,..�I I---.I,�IZ-,,-5-,�I;-,I,I I�-%.-I.�I I:,IiI�-,�1-I�,-�I;1�,�1-,-1,�:.:-,I�-I-.-�I.l-,1",,,I�-----,:�-',--,--�I:,,-�;,-"�,�-,:,-,�-',.--.'��I�-"�.,-.�.-.I 1�1,-I�I-II j:-',I:I�--�I..-I,�I--�-I'-",-�!-,�-,,,.-Z",,l.,-,1,-1-,,-��-�,,I,--�..I1----'I.:-"I,',-1�:�-0,-I;',1,4 1-.,z:-'i,,.r�'II�I.�-,,�:.:I-,,I�---,�,�`I-,�I,II.�,.�1�.-�..:-_;1 I-,�-,_I��,1-_-1,.7�I:I'7.I---,I-,.r.-11-,I---.,71_:.-7:,�t, CAPACI PY ANALYSIS WQRKSHEETS c _ 1"-��-II z-II..,,,,-,��,��,�- .,,1.---,.I-1--"�1-,.-.�-�"1�� -�--:I.-,,�-, t-.'..-'I--.,:1:��..--�-�4:-I---I-:—:,�-,--Z-.���,%,1-',.--I�:--,,.-�z,1,-1�-,��:,­1 I.:.—,-�1--�.,.I-'1�'�Z:- Pleasant Val1e' Road at,I 84 Westbound Ramps Pleasant alle Road fthe Plana at-Buckland Hills bnve . Pleasant Valley Road at Croft-Mrive/Manchester Till I. - Proposed Retail Development,pSouth Windsor, CT 2006 Existing PM Peak 3: Pleasant Valley Road & 1-84 EB Ramps 5/18/2007 Lane Configurations 'i TT r M t if Vi t r I�_ - Lane Group Flow(vph) 22 518 275 1302 331 699 139 103 497 Protected Phases 1 6 4v 52 4 4 5 3 Detector Phases 1 6 4 5 2 4 4 5 Minimum Split(s) 11.0 20.0 20.0 15.0 21.0 20.0 20.0 15.0 8.0 Total Split(%) 9.2% 17.5% 17.5% 38.3% 45.8% 0.0% 17.5% 17.5% 38.3% 27% All-Red Time(s) 2.0 2.0 3.5 2.0 2.0 3.5 3.5 2.0 0.0 ' Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes t� MUNE v/c Ratio 0.16 1.02 0.39 0.63 0.24 0.43 0.53 0.36 0.36 4 : Queue Delay 6.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 13 -227 65 307 56 0 101 73 0 Internal Link Dist(ft) 1020 752 545 Base Capacity(vph) 136 506 712 2081 1378 1615 283 310 1369 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 - _ Reduced v/c Ratio 0.16 1.02 0.39 0.63 0.24 0.43 0.49 0.33 0.36 Cycle Length: 120 ' Offset: 10(8%W), Referenced to phase 2013T and 6:EBT,Start of Green Control Type:Actuated-Coordinated Queue shown is maximum after two cycles. ' Queue shown is maximum after two cycles. Splits and Phases: 3: Pleasant Valley Road & 1-84 EB Ramps ;;++ i0o �-o2 j!t 03 Y+o4 - ►06 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2007Ex\ExPM.sy7 ' Proposed Retail Development, South Windsor CT 2006 Existing Sat. Midday p 9 Y 3: Pleasant Valley Road & 1-84 EB Ramps 5/18/2007 Lane Configurations tt r T r t if Lane Group Flow(vph) 39 695 458 1199 377 793 105 192 671 n - Protected Phases 1 6 4 5 2� 4 4 5 3 Detector Phases 1 6 4 5 2 4 4 5 ' � `lint � _• _ •, _ �T Minimum Split(s) 11.0 16.0 16.0 15.0 21.0 16.0 16.0 15.0 8.0 Total Split(%) 9.2% 20.0% 13.3% 40.0% 50.8% 0.0% 13.3%` 13.3% 40.0% 27% All-Red Time(s) 2.0 2.0 3.5 2.0 2.0 3.5 3.5 2.0 0.0 ' Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes EM v/c Ratio 0.25 0.93 0.47 0.73 0.31 0.49 0.29 0.48 0.50 ' Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 23 -342 223 333 133 0 69 133 0 Internal Link Dist(ft) 1020 752 545 € Base Capacity(vph) 154 747 974 1652 1214 1615 368 399 1343 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 i Reduced v/c Ratio 0.25 0.93 0.47 0.73 0.31 0.49 0.29 0.48 0.50 Cycle Length: 120 ' Offset:32 (27%), Referenced to phase 2:WBT and 6:EBT, Start of Green Control Type:Actuated-Coordinated 1111111111 111=n: ; Queue shown is maximum after two cycles. ' Queue shown is maximum after two cycles. _ _ Splits and Phases: 3: Pleasant Valley Road& 1-84 EB Ramps o214 03 o4 06 ' Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2007Ex\ExSat.sy7 ' Proposed -p sed Retail Development, South Windsor, CT 2009 No Build PM Peak 3: Pleasant Valley Road & 1-84 EB Ramps 5/18/2007 -' �- 4 1 r' ' Lane Configurations Vi 4t r M ? r 4 r Lane Group Flow(vph) 22 691 319 1662 476 720 190 107 828 Protected Phases 1 6 4 5 2 4 4 5 3 s - Detector Phases 1 6 4 5 2 4 4 5 = N=W I I t- - Minimum Split(s) 11.0 20.0 20.0 15.0 21.0 20.0 20.0 15.0 8.0 Total Spl"(. All-Red Time(s) 2.0 2.0 3.5 2.0 2.0 3.5 3.5 2.0 0.0 ' Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes v/c Ratio 0.16 1.37 0.41 0.85 0.36 0.45 0.58 0.30 0.58 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th(ft) 12 -373 58 526 109 0 135 72 14 _`_ Internal Link Dist(ft) 1020 752 545 Base Capacity(vph) 136 506 779 1950 1307 1615 335 367 1418 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 , . NommummLIMM Reduced v/c Ratio 0.16 1.37 0.41 0.85 0.36 0.45 0.57 0.29 0.58 Cycle Length: 120 ' Offset: 10(8%), Referenced to phase 2:WBT and 6:EBT, Start of Green ' Control Type Actuated-Coordinated ' Queue shown is maximum after two cycles. ' Queue shown is maximum after two cycles. - Splits and Phases: 3: Pleasant Valley Road&1-84 EB Ramps '"* ail o2 4 03 ►o4 �05 +►ms Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2009NB\NBPM.sy7 Proposed Retail Development, South Windsor, CT 2009 No-Build Sat. Midday 3: Pleasant Valley Road & 1-84 EB Ramps 5/18/2007 Lane Configurations I tt r t r t r Lane Group Flow(vph) 40 876 517 1584 548 824 158 199 1058 _a. Protected Phases 1 6 4 5 �2 4 4 5 3 Detector Phases_ 1 6 4 5 2 4 4 5 Minimum Split(s) 11.0 16.0 16.0 15.0 21.0 16.0 16.0 15.0 8.0 00- 27%1 Total Split(%) 9.2% 20.0% 13.3% 40.0% 50.8% 0.0% 13.3% 13.3% 40.0%a All-Red Time(s) 2.0 2.0 3.5 2.0 2.0 3.5 3.5 2.0 0.0 Lead-Lag-Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes o v/c Ratio 0.26 1.47 0.55 0.91 0.46 0.51 0.40 0.47 0.77 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 III MMINNIMMM 11=1 NAM. slow Queue Length 50th (ft) 24 -493 127 552 229 0 106 135 89 Internal Link Dist(ft) 1020 752 545 Base Capacity(vph) 164 596 937 1756 1188 1615 391 425 1373 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 �j Reduced v/c Ratio 0.26 1.47 0.55 0.91 0.46 0.51 0.40 0.47 0.77 Cycle Length: 120 COffset:32 (27%), Referenced to phase 2:WBT and 6:EBT,Start of Green Control Type:Actuated-Coordinated Queue shown is maximum after two cycles. Queue shown is maximum after two cycles. Splits and Phases: 3: Pleasant Valley Road& 1-84 EB Ramps W2J 03 o4 I f�05 -w*06 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2009NB\NBSat.sy7 Proposed Retail Development, t p South Windsor, CT 2009 Build PM Peak 3: Pleasant Valley Road & 1-84 EB Ramps 5/18/2007 Lane Configurations Vi Tt r T r '5 t r Lane Group Flow(vph) 22 906 739 1767 991 727 339 102 725 Protected Phases 1 6 4 5 2 4 4 5 3 f � ol- fl :N i i - '-=tea , . .,.. 01 Detector Phases 1 6 4 5 2 4 4 5 )NAM Nam= Minimum Splits (s) 11.0 20.0 20.0 15.0 21.0 20.0 20.0 15.0 8.0 Total Split(%) 9.2% 17.5% 17.5% 38.3% 45.8% 0.0% 17.5% 17.5% 38.3% 27% RONNIE a All-Red Time(s) 2.0 2.0 3.5 2.0 2.0 3.5 3.5 2.0 0.0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes v/c Ratio 0.21 1.79 0.66 1.47 1.12 0.45 0.48 0.13 0.51 _ NUM : - Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 lim mll� Queue Length 50th(ft) 17 -555 0 -969 -940 0 190 49 0 MEN Internal Link Dist(ft) 1020 752 545 Base Capacity(vph) 105 506 1128 1202 884 1615 709 776 1417 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 _ A Reduced v/c Ratio 0.21 1.79 0.66 1.47 1.12 0.45 0.48 0.13 0.51 Cycle Length: 120 Offset: 10(8%), Referenced to phase 2:WBTfand 6:EBT, Start of Green Control Type:Actuated-Coordinated Queue shown is maximum after two cycles. Queue shown is maximum after two cycles.MEN T , - 9 9 i Splits and Phases: 3: Pleasant Valley Road& 1-84 EB Ramps 105'* 0 4-02 kk 03 404-�►06 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2009Build\BPM.sy7 r r r Proposed Retail Development, South Windsor, CT 2009 Build Sat. Midday 3: Pleasant Valley Road& 1-84 EB Ramps 5/18/2007 Lane Configurations pP y 'f �� )I f if 'i t r =M�k 'LaneGro-u- Flow(vph) 37 1186 1045 1584 1287 824 401 179 954 Protected Phases 1 6 4 5' 2 4 4 5 3 Detector Phases 1 6 4 5 2 4 4 5 Einmum Split(s) 11.0 16.0 16.0 15.0 21.0 16.0 16.0 15.0 8.0 - E s Total Split(%) 9.2% 20.0% 13.3% 40.0% 50.8% 0.0% 13.3% 13.3% 40.0% 27% All-Red Time(s) 2.0 2.0 3.5 2.0 2.0 3.5 3.5 2.0 0.0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes v/c Ratio 0.35 1.99 0.93 1.26 1.34 0.51 0.62 0.26 0.69 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 26 -•755 214 -793 -1354 0 253 96 50 Internal Link Dist(ft) 1020 752 545 Base Capacity(vph) 105 596 1121 1259 962 1615 642 697 1385 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 1.99 0.93 1.26 1.34 0.51 0.62 0.26 0.69 Cycle Length: 120 Offset: 32(27%), Referenced to phase 2013T and 6:EBT,Start of Green Control Type:Actuated-Coordinated Queue shown is maximum after two cycles. �! Queue shown is maximum after two cycles. I Bill Splits and Phases: 3: Pleasant Valley Road &1-84 EB Ramps ''} 01 +F--o2 A 03 o4 �f 05 -r* 06 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2009Build\BSat.sy7 r r Proposed Retail Development, South Windsor, CT 2009 Build w/ Migitation PM Peak 3: Pleasant Valley Road & 1-84 EB Ramps 5/18/2007 t -► r .- t "h t Lane Configurations Vi ++T. r 'IDS t it 1) t r Lane Group Flow(vph) 22 1126 519 1767 991 727 359 108 767 4 Protected Phases 1 T 6 4 5 2 4 4 5 - �. _ - Detectorr Phases 1 6 4 5 2 4 4 5 .s Minimum Split(s) 11.0 20.0 20.0 15.0 21.0 20.0 20.0 15.0 Total Split(%) 9.2% 30.0% 18.3% 51.7% 72.5% 0.0% 18.3% 18.3% 51.7% All-Red Time(s) 2.0 2.0 3.5 2.0 2.0 3,5 3.5 2.0 Lead-Lag Optimize? Yes Yes Yes Yes Yes 138 v/c Ratio 0.21 0.90 0.87 1.05 0.72 6.45 0.72 0.38 0.71 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 16 226 448 -778 451 0 138 76 343 Internal Link Dist(ft) 1020 752 545 Base Capacity(vph) 107 1283 601 1687 1372 1615 505 285 1080 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.21 0.88 0.86 1.05 0.72 0.45 0.71 0.38 0.71 Cycle Length: 120 Offset: 72(600/6), Referenced to phase 2:WBT and 6:EBT, Start of Green Control Type:Actuated-Coordinated 11111111 Queue shown is maximum after two cycles. Queue shown is maximum after two cycles. Splits and Phases: 3:Pleasant Valley Road&1-84 EB Ramps 01 -o2 4M if 05 A �i Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\Mitigation\BPM Full Build.sy7 Proposed Retail Development, South Windsor, CT 2009 Build w/ Mitigation Sat. Midday 3: Pleasant Valley Road & 1-84 EB Ramps 5/18/2007 Lane Configurations Vi +0 r ? r 's'i ? r Lane Group Flow(vph) 37 1561 670 1584 1287 824 401 179 954 Protected Phases 1 6 4 5 2 4 4 5 Detector Phases 1 6 4 5 2 4 4 5 Minimum Split(s) 11.0 16.0 16.0 15.0 21.0 16.0 16.0 15.0 Total Split(%) 9.2% 35.0% 17.5% 47.5% 73.3% 0.0% 17.5% 17.5% 47.5% 3 All-Red Time(s) 2.0 2.0 3.5 2.0 2.0 3.5 3.5 2.0 REAM Lead-Lag Optimize? Yes Yes Yes Yes Yes v/c Ratio 0.35 1.02 0.99 1.04 0.93 0.51 0.83 0.67 0.97 DID MINIM Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 28 --495 580 -686 850 0 157 133 653 Internal Link Dist(ft) 1020 752 545 Base Capacity(vph) 105 1529 680 1516 1386 1615 482 269 988 rt Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 I E Reduced v/c Ratio 0.35 1.02 0.99 1.04 0.93 0.51 0.83 0.67 0.97 Cycle Length: 120 Offset: 32 (27%), Referenced to phase 2:WBT and 6:EBT,Start of Green Control Type:Actuated-Coordinated Queue shown is maximum after two cycles. Queue shown is maximum after two cycles. Splits andPhases: 3: Pleasant Valley Road&1-84 EB Ramps 01 'l�f 05 -;*06 - Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\Mitigation\BSat Full Build.sy7 Proposed Retail Development, South Windsor, CT 2006 Existing PM Peak p p 9 6: Pleasant Valley Road & Plaza at Buckland Hill Drive 5/18/2007 -� `- t `* 1 Lane Configurations Lane Group Flow(vph) 51 495 0 467 16 44 366 60 Protected Phases 1 2 2 5 4 4 5 3 Detector Phases 1 2 2 2 5 5 4 45 Minimum Split(s) 14.5 21.5 21.5 21.5 14.5 14.5 14.5 28.0 Total Split(%) 25.0% 23.3% 23.3% 23.3% 15.8% 15.8% 12.5% 28.3% 23% All-Red Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 0.0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes v/c Ratio 0.13 0.51 0.34 0.12 0.25 0.48 0.10 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 15 260 91 12 26 130 16 Internal Link Dist(ft) 220 1020 534 562 Base Capacity(vph) 585 976 1387 171 231 763 680 Spillback Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.51 0.34 0.09 0.19 0.48 0.09 Cycle Length: 120 Offset:0(0%), Referenced to phase 2:EBWB, Start of Green Control Type:Actuated-Coordinated Splits and Phases: 6: Pleasant Valley Road&Plaza at Buckland Hill Drive 01 1#o2 hi 03 �0 05 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2007Ex\ExPM.sy7 Proposed Retail Development, South Windsor CT 2006 Existing Sat. p p g a Midday 6: Pleasant Valley Road & Plaza at Buckland Hill Drive 5/18/2007 Lane Configurations Vi 1+ 411� Lane Group Flow(vph) 39 364 0 437 13 27 509 =83 g Protected Phases 1 20MMM 2 5 4 4 5 3 4� Detector Phases 1 2 2 2 5 5 4 45 Minimum Split(s) 14.5 21.5 21.5 21.5 14.5 14.5 14.5 28.0 Total Split(%) 20.8% 22.5% 22.5% 22.5% 13.3% 13.3% 20.0% 33.3% 23% All-Red Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 0.0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes v/c Ratio 0.09 0.37 0.32 0.11 0.18 0.64 0.13 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 12 181 64 9 12 186 18 Internal-Link Dist(ft) 220 1020 534 562 Base Capacity(vph) 544 992 1357 134 167 792 655 Spillback Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.37 0.32 0.10 0.16 0.64 0.13 Cycle Length: 120 MININ Offset: 32(27%), Referenced to phase 2:EBWB,Start of Green Control Type:Actuated-Coordinated Splits and Phases: 6: Pleasant Valley Road&Plaza at Buckland Hill Drive 01 a12 A 03 t" o4 iwt 05 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2007Ex\ExSat.sy7 Proposed Retail Development, South Windsor, CT 2009 No-Build PM Peak p p 6: Pleasant Valley Road & Plaza at Buckland Hill Drive 5/18/2007 Lane Configurations Lane Group Flow(vph) 61 612 0 611 16 45 406 66 Protected Phases 1 2 2 5 4 45 3 Detector Phases 1 2 2 2 5 5 4 45 Minimum Split(s) 14.5 21.5 21.5 21.5 14.5 14.5 14.5 28.0 MINIMUM I f Total Split(%) 25.0% 23.3% 23.3% 23.3% 15.8% 15.8% 12.5% 28.3% 23% 3 All-Red Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 0.0 EMONNNEW Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes v/c Ratio 0.20 0.67 0.47 0.12 0.26 0.47 0.10 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th(ft) 19 368 154 12 28 141 15 Internal Link Dist(ft) 220 1020 534 562 Base Capacity(vph) 501 914 1296 170 230 873 733 Spillback Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.67 0.47 0.09 0.20 0.47 0.09 Cycle Length: 120 Offset:0(0%%), Referenced to phase 2:EBWB, Start of Green Control Type:Actuated-Coordinated Splits and Phases: 6: Pleasant Valley Road&Plaza at Buckland Hill Drive 01 02 4 03 o4 it 05 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2009NB\NBPM.sy7 Proposed Retail Development, South Windsor, CT 2009 No-Build Sat. Midday 6: Pleasant Valley Road & Plaza at Buckland Hill Drive 5/18/2007 -' -► T �► Lane Configurations 'i 011 Lane Group Flow(vph) 51 454 0 558 13 29 559 93 Protected Phases 1 2 2 5 4 45 3 Detector Phases 1 2 2 2 5 5 4 45 Minimum Split(s) 14.5 21.5 21.5 21.5 14.5 14.5 14.5 28.0 Total Split(%) 20.8% 22.5% 22.5% 22.5% 13.306 13.3% 20.0% 33.3% 23% j All-Red Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 0.0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes v/c Ratio 0.17 0.54 0.52 0.11 0.19 0.62 0.13 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 17 260 83 9 13 196 17 Internal Link Dist(ft) 220 1020 534 562 Base Capacity(vph) 441 842 1074 132 169 902 709 Spillback Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.54 0.52 0.10 0.17 0.62 0.13 Cycle Length: 120 Offset:32(27%), Referenced to phase 2:EBWB, Start of Green Control Type:Actuated-Coordinated _ Splits and Phases: 6: Pleasant Valley Road&Plaza at Buckland Hill Drive 01 #o2 .4 03 04 i"I o5 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2009NB\NBSat.sy7 Proposed Re tail etail Development, South Windsor, CT 2009 Build PM Peak 6: Pleasant Valley Road& Plaza at Buckland Hill Drive 5/18/2007 -' '- t '* EMM 1 Lane Configurations Lane Group Flow(vph) 59 862 0 1295 16 45 838 68 Protected Phases 1 2 2 5 4 45 3 _ . Detector Phases 1 2 2 2 5 5 4 45 Minimum Split(s) 14.5 21.5 21.5 21.5 14.5 14.5 14.5 28.0 EMPIRE=_ i Total Split(%°) 25.0% 23.3% 23.3% 23.3% 15.8% 15.8% 12.5% 28.3% 23% All-Red Time(s) z 3.5 3.5 3.5 3.5 3.5 3.5 3.5 0.0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes s v/c Ratio 0.21 1.12 1.15 0.12 0.26 0.74 0.08 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 24 7829 -462 12 28 295 13 Internal Link Dist(ft) 220 1020 534 562 Base Capacity(vph) 482 768 1123 169 230 1138 862 Spillback Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.12 1.12 1.15 0.09 0.20 0.74 0.08 Cycle Length: 120 Offset:0(0%), Referenced to phase 2:EBWB,Start of Green _ Control Type:Actuated-Coordinated Queue shown is maximum after two cycles. Queue shown is maximum after two cycles. Splits and Phases: 6: Pleasant Valley Road &Plaza at Buckland Hill Drive 01 o2 .Flit 03 M 1905 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2009Build\BPM.sy7 Proposed Retail Development, South Windsor, CT 2009 Build Sat. Midday 6: Pleasant Valley Road & Plaza at Buckland Hill Drive 5/18/2007 t �► 1 Lane Configurations Lane Group Flow(vph) 51 822 0 1579 9 20 1137 93 Protected Phases 1 2 2 5 4 45 3 i Detector Phases 1 2 2 2 5 5 4 4 5 ., Minimum Split(s) 14.5 21.5 21.5 21.5 14.5 14.5 14.5 28.0 Total Split(%) 20.8% 22.5% 22.5% 22.5% 13.3% 13.3% 20.0% 33.3% 23% F All-Red Time(s) 3.5 3.5 3.5 3.5 3;5 3.5 3.5 0.0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes v/c Ratio 0.20 1.42 1.93 0.08 0.14 0.81 0.10 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 24 -895 7992 7 9 397 13 Internal Link Dist(ft) 220 1020 534 562 Base Capacity(vph) 394 579 820 132 165 1401 947 Spillback Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.13 1.42 1.93 0.07 0.12 0.81 0.10 Cycle Length: 120 SIZE 311,11111,111 Offset:32 (2T%)1 Referenced to phase 2:EBWB,Start of Green Control Type:Actuated-Coordinated Queue shown is maximum after two cycles. Queue shown is maximum after two cycles. Splits and Phases: 6: Pleasant Valley Road &Plaza at Buckland Hill Drive 01 02 -ki 03 04 V 05 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\2009Build\BSat.sy7 Proposed Retail Development, South Windsor, CT 2009 Build w/ Mi9 itation PM Peak 6: Pleasant Valley Road & Plaza at Buckland Hill Drive 5/18/2007 Lane Configurations MAW Lane Group Flow(vph) 59 862 0 750 545 16 45 838 68 r -Protected Phases 1 2 2 4 5 4 45 � E4 - Detector Phases 1 2 2 2 4 5 5 4 45 HIM Minimum Split(s) 10.0 20.0 20.0 20.0 10.0 10.0 10.0 10.0 Total Split(%) 8.3% 49.2% 49.2% 49.2% 34.2% 8.3% 8.3% 34.2% 42.5% All-Red Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Lead-Lag Optimize? Yes Yes Yes Yes v/c Ratio 0.17 0.90 0.50 0.38 0.22 0.44 0.80 0.10 Queue Delay 0.0 0.0 6.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 12 453 195 21 12 29 303 15 Internal Link Dist(ft) 220 1020 534 562 Base Capacity(vph) 349 954 1508 1444 72 102 1080 693 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Reduced We Ratio 0.17 0.90 0.50 0.38 0.22 0.44 0.78 0.10 Cycle Length: 120 Offset:93(78%), Referenced to phase 2:EBWB, Start of Green Control Type:Actuated-Coordinated Queue shown is maximum after two cycles. Splits and Phases: 6: Pleasant Valley Road&Plaza at Buckland Hill Drive 01 #o2 A o4 it 05 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\Mitigation\BPM Full Build.sy7 Proposed Retail Development, South Windsor, CT 2009 Build w/ Mitigation Sat. Midday 6: Pleasant Valley Road & Plaza at Buckland Hill Drive 5/18/2007 4N t ' Lane Configurations 'i �'� '� ►i� �. ;s Lane Group Flow(vph) 51 822 0 813 766 9 20 1137 93 Protected Phases 1 2 2 4 5 5 4 4 ''FE1,1111i Nip Detector Phases 1 2 2 2 4 5 5 4 4 Minimum Split(s) 10.0 21.5 21.5 21.5 14.5 10.0 10.0 14.5 14.5 Total Split(%) 8.3% 49.2% 49.2% 49.2% 34.2% 8.3% 8.3% 34.2% 34.2% All-Red Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Lead-Lag Optimize? Yes Yes Yes Yes v/c Ratio 0.16 0.90 0.59 0.52 0.10 0.23 0.99 0.15 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th(ft) 16 596 225 5 7 9 -495 20 Internal Link Dist(ft) 220 1020 534 562 Base Capacity(vph) 321 909 1372 1476 90 87 1148 603 3 Spillback Cap Reductn 0 0 0 0 0 0 0 0 3 Reduced v/c Ratio 0.16 0.90 .0.59 0.52 0.10 0.23 0.99 0.15 Cycle Length: 120 Offset: 52(43%), Referenced to phase 2:EBWB, Start of Green Control Type:Actuated-Coordinated Queue shown is maximum after two cycles. Queue shown is maximum after two cycles. Nol Splits and Phases: 6: Pleasant Valley Road&Plaza at Buckland Hill Drive 02 , 01 $04 'Y 05 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\Mitigation\BSat Full Build.sy7 • '•.• : 11 S Fmk ib <(NAB' i Or SO • • r •• • • -• 1 •1 __ 1 •/ 1 •1 1 •1 1 •1 1 •1 el rem -• • 1• 1 1 �•: 1•: 1•• yy z t _ j R!l Kv -- • per+ t,n ;e\� f,�©��'j�P,�Gii�P Q�vs�`�1����, __ �-l{��-= - � � 4 �F�KsP I�•r -�:�-� �j s���o� �� .�)��'° MAY Kum •1 • •• •• • •• • •• 11 1 ���t��������4�� ®� -� � • '�eo"�.-__�--"re® ��' -a 1 � � �� �� �i e 8"lam ._,(� �o rq • • ••TIMMS • • 1 • 1 • 1 • 1 • / • 1 . -44 iz VOL mod_ F _ s• ' • •• � • • 11•' • Proposed Retail Development, South Windsor, CT 2009 Build w/ Migitation PM Peak 9: Pleasant Valley Road & Manchester Trail 5/18/2007 ' Lane Configurations 'i T+ INEEN Lane Group Flow(vph) 153 585 40 780 0 42 371 256 - e Protected Phases 7 4 8 2 1 6 Detector Phases 7 4 8 8 F_ 2 2 1 6 p Minimum Split(s) 10.0 20.0 20.0 20.0 10.0 10.0 10.0 10.0 Total Split(%) 10.80/6 65.8% 55.0% 55.0% 8.3% 8.3% 25.8% 34.2% s All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes v/c Ratio 0.57 0.49 0.10 0.81 0.33 0.80 0.34 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 49 249 2 192 3 239 0 11" ills Internal Link Dist(ft) 873 570 499 525 Base Capacity(vph) 270 1216 421 975 127 478 791 rSpillback Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.57 0.48 0.10 0.80 0.33 0.78 0.32 Cycle Length: 120 WHINNEEM Offset: 113(94%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green NIM Control Type:Actuated-Coordinated Splits and Phases: 9: Pleasant Valley Road&Manchester Trail 01 02 04 tom- 06 " 07 t 08 ' Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\Mitigation\BPM Full Build.sy7 Proposed Reta il atl Development, South Windsor, CT 2009 Build w/ Mitigation Sat. Midday 9: Pleasant Valley Road & Manchester Trail 5/18/2007 Lane Configurations Lane Group Flow_(vph). 183� 489 26 835 0 31 386 253 _ Protected Phases 7 4 _ 8 2 1 6 SENIOR Detector Phases 7 4 8 8 2 2 1 6 ' 3 cIN Minimum Split(s) 10.0 20.0 20.0 20.0 10.0 10.0 20.0 20.0 Total Split(%) 14.2% 61.7% 47.5% 47.5% 8.3% 8.3% 30.0% 38.3% All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Yes Yes Yes Yes Yes r Lead-Lag Optimize? Yes Ya v/c Ratio 0.72 0.41 0.06 0.91 0.30 0.78 0.32 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 mum I Queue Length 50th (ft) 83 198 1 -654 5 249 0 Internal Link Dist(ft) 873 570 499 525 Base Capacity(vph) 269 1196 466 914 104 538 866 Spillback Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.68 0.41 0.06 0.91 0.30 0.72 0.29 Cycle Length: 120 rOffset:76(63%), Referenced to phase 4:EBTL and 8:WBTL,Start of Green Control Type:Actuated-Coordinated Queue shown is maximum after two cycles. Queue shown is maximum after two cycles. slim 11 Splits and Phases: 9: Pleasant Valley Road &Manchester Trail ' 01 02 4 04 t� 06 o7 08 Queues Synchro 6 Report Vanasse&Associates, Inc. S:\Jobs\4917\Synchro\Mitigation\BSat Full Build.sy7