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Site Plan - Conservtion (2)
i i TOWN OF SOUTH WINDSOR INLAND WETLANDS AND WATER COURSES APPLICATION INLAND WETLANDS AGENCY ACTION THIS APPLICATION, ONCE INFORMATION IS COMPLETE, (SEE BACK OF THIS FORM), SHALL BE RECEIVED AT A APPLICATION NO. �'I oti ( REGULARLY SCHEDULED METING OF THE AGENCY AT THE rrww TOWN HALL. RECEIVED DATE ' 6Y THIS APPLICATION MUST BE FILED IN TRIPLICATE AT THE OFFICE OF THE TOWN CLERK OF SOUTH WINDSOR BY PUBLIC HEARING DATE 12 NOON AT LEAST 14 DAYS PRIOR TO THE FIRST (if necessaryREGULAR MONTHLY MEETING DATE. THREE SETS OF MAPS COMPPLETEDLETED APPLICATION OR PLANS MUST BE SUBMITTED TO THE TOWN ENGINEER PERMIT GRANTED DATE AT LEAST 14 DAYS PRIOR TO THE FIRST REGULAR PERMIT DENIED DATE MONTHLY MEETING DATE. PLEASE PRINT OR TYPE. t. APPLICANT Andre Charbonneau TEL. NO. 528-7551 ADDRESS 125 Edwin Road CITY 3 STATE South Windsor, (IT 2. OWNER Andre Charbonneau TEL. NO. 528-7551 ADDRESS 125 Edwin Road CITY d STATE gn„f-h ca;,,��_n-r rT 3. LOCATION OF PROPERTY Strong Road and Nutmeg Road North ►-. NAMES OF ADJACENT PROPERTY OWNERS Strong Road, Nutmeg Road North, Land now or formerly of Bamber, Land now or formerly of Wharton Whole- salers, Inc. STATE CLEARLY AND BRIEFLY 5. PURPOSES AND DESCRIPTION OF THE PROPOSED ACTIVITY,AND THE TIME ELEMENT INVOLVED: Site Plan Of Development - New Building - approximate time to complete - 1 year SPZ ATTE rr N: THE APPLICANT UNDERSTANDS THAT THIS APPLICATION IS TO BE CONSIDERED o D COMPLETE ONLY WHEN ALL INFORMATION 3 DOCUMENTS REQUIRED BY THE co ¢ AGENCY.HAVE BEEN SUBMITTED. � moo z APPROVAL MAY ALSO BE NECESSARY FROM THE PLANNING AND ZONING COM- �2 w MISSION. w 00 AN APPLICATION FEE IS REQUIRED. CONSULT THE-REGULATIONS z 0 (SECTIONS 6.9, 6.9a and 6.9b). Z U = A SIGN IS REQUIRED. CONSULT THE REGULATIONS 6.3a). NOTE : Please direct all inquiries and notices to: SIGNED: William E. Grace (Ap cant) Andre Char u By 25 Oakland Road William E, Grace South Windsor, CT Awimd 8/12/85 644-1528 (Ownw) Andre Charbonneau By William E. Grac 0M r CHECKLIST FOR REQUIRED INFORMATION 6• APPLICANT HAS HAD MALP6 AND PLANS CERTIFIED BY SOIL CONSERVATION SERVICE TO VERIFY COMPLETE COMPLIANCE WITH CONNECTICUT GUIDELINES FOR SUIL ERO6I011 AND SEDIMENT CUN.TROL ( AS PER HANDBOOK, AS r1MENDEBED, AND PUBLIC ACT 83-388, AS AMENDED. DATE OF CERTIFICATIOM 7. APPLICATION INFORMATIOR COMPLIES WITH AGENCY'S REGULATIONS ( SECTIONS 7.1, a through j. 8. REQUIRED FEE HAS BEEN. PAID. DATE RECEIVED 9. APPLICANT ( OR DESIGNATED REPRESENTATIVE)HEREBY ATTESTS THAT A SIGK WILL BE POSTED AT THE FOLLOWING LOCATION. ) Ad BY _( NAME ) OR OR BEFORE ThE FOLLOWING DATE ` SIGNATURE THIS APPLICATION IS FOUND TO BE COMPLETE AND NOW QUALIFIES FOR PLACEMENT ON THE AGENCY'S AGENDA: DATE SIGNATURE Town Engineer Agency Sec'y Agency Chairman THIS APPLICATION IS INCOMPLETE BECAUSE OF THE FOLLOWING NUMBERED ITEMS ( FROM ABOVE ) AS CHECKED BELOW: 1 2 3 4 5 6 7 8 9 Z b ^��� WNARTVN WHOLESALERS, ilvc. v r hS �r V ti i 5 Ida�'��u Q `� •� r eMStF L { 1 W r. F F�- lam! 11 L 10 S�TE STRONG ROA ty°vM, } " r } ` PALMBERG & RUSSO �oB C'If'9le6ac',caU Land Surveyor & Engineer SHEET No. of 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY J �- DATE 9 (203) 242-2775 ►/J Zp CHECKED BY J a «-� � DATE SCALE f f +41 + 1- 1 4-t-t-tt t f 1 t f 1- v-&-jAn v-t- r 1--1 YtA2pzo6_,c. ......... _S V S. ni AUT/tlE6dAb_ FuaRjN. ---PH--- -t-f-A ....... . ................. PRODUCE X41 Inc..Groton,Mass 01471. PALMBERG & RUSSO JOB Land Surveyor & Engineer SHEET NO. ! OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE - - o%.:� -� o .... ........ ... ... Go�r)I'a5r_?E . FF'rc,���JT pF �Z.urJof ..... ......... ... DO % 0..�!7 ................ . _G1�t3SS ....... .`. . AREA .... 61 ................ TQ,OT,AA Ct�� L ' - la, ,•���2 .. PROW204-1 ees Inc.,Groton,Mm 01471. PALMBERG & RUSSO JOB Land Surveyor & Engineer SHEET NO. Z— OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE .. .. .. ............. Cn7t�o.S .T� CdEFFi�liC1T p!�__. tw,�oFF / n�Ii:✓eod5 1ZCA . o�o. __ .- D. 5y SIG. G p ass AN 1 t sc4 M . G= o•/5,--- D.00� Ac t .......... ........ C ' . ...... C - ... ����( 2 'AD f EAK /2Ar c t�uNa�c (0. 3)��azXo-�o 3,01 PRODUCT 204.1 iVices Inc..Cox Matt 01471. PALMBERG & RUSSO JOB Land Surveyor & Engineer SHEET No. 3 of �® 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE ........... .. ... r .._ . __... .... ... �/ �E�VfovS AREA - o w_ A_- 0..310. ............ Lq�il>SGP� F �- D.1 ... _ ._ ...... ... _.. ....< _: .._. t EIS ____ ........ . .... ....... _ .... C .......................;. ..... PR00 V 2041 EBS Imo.,Groton,Mass 01471. PALMBERG & RUSSO JOB Land Surveyor & Engineer SHEET NO. OF 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE ....... . .... ... ........... . _. .... __. b . _ CoM��s ����F�r . n� l2�n►oEF... .. .... -L-in P.CR Yr4J S ..... Ac 19REA .............:................................ ..... 6 AC-1 7D z qo ......... Ti . :_.. _........ �6,4K f2A_T!' v� rF'vry PRODUCT 2041 ees Inc.,Groton,Mass 01471. PALMBERG & RUSSO JOB Land Surveyor & Engineer SHEET NO. I OF T—! 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE — (203) 242-2775 CHECKED BY. DATE SCALE y � .. . .. .. _. ate' D ,�►�9UE �R �1 �3 D, 5� Iac ;... .... _............. s COmC'Q ..ITF .�. �F./Gl+En3..T ©F �vnlFt� ...... _ .... n ... . .......... ___ . s :Co ... _.......... pESc�ztPi�oN.. D�_ �co"J. ! t aPF . L �GT1f __ _ . ,r .r -4V . Trri� •- _.. oOD i4n�D5 0•0 3 3v0_-(ti o,so �s- 37S'00'S . - .._ .... Lo .......... �FK IZTE_ of 2�n)o�F .. ......... o. yq monib nu.t flv--,—.—�7 Imo.0 t.Maa 01471 PALMBERG & RUSSO JOB Land Surveyor & Engineer SHEET NO. OF / 15 Barber Pond Road BLOOMFIELD, CONNECTICUT 06002 CALCULATED BY DATE (203) 242-2775 CHECKED BY DATE SCALE ... .. .. ................................... . ...._ D2.q���G� %nE�} (Ay o, Z�/ f� _. ............ .......i.........>....� O/rJ F'a5[TE- _. .E.1 �/e SET aF.. TNOFf.. . .. .... .......................:.... .....s. p� c _ .......... ..... .' 6u ss .. RNA __..Ltq,\)r�scA G �� = : �_ A a.:o_� 14C. ...... .... . .............:................ T ......... ;. ....__...... .. - /.1..../ _._ - _._. .... ....._. .._. ..-. r A:c,... o.o�( C ....... . 1 l,m t; F . _co -rro slp-r"3.3 ua x N ria v�f_r• T AvEc ............... ,, JJ waal>lAn)2�5 O.bZ_ Y56 �f � S'. EfS !� 4Z,3 .......... .... Vic = 1/.�y .��� _ ......... eAx iZ► �E vF fZv ��F . ............ ...... - PRODW MI /�e s Ix..Gmtm.Mass 01471. -G fi y ' — Line 'Segment s (Station to Station) �l Ul N Time to Inlet (mina w -It- LaTime in Pipe (min.) v w OD w .p Accumulated Time v o (min) po Q A I Entering Catch -o CA 0 U, Basin o o C W -0 � m Sum of Al in System -4 Rainfall IntenjityCtV u (A :� w � 0 Q in System (c.f.s.) 0� CG N 1 ¢ w Pipe Size 8& Type Length of Pipe (fta o° = Slope (ft./ft.) Ui N N W s N Average Velocity(fps) r ns � W Full Capacity (c#s) LAJ Headwater (f to 0 o a p N n ;o -oN saayS :Xq po�oayo alnoa uMol NJIS30 V431SAS a M i l Values of Runoff Coefficient (C) for Rational Formula FLand use C Land use ness: Lawns: wntown areas 0.70-0.95 Sandy soil , flat, 2A G.GS-C.i Neighborhood areas 0.50-0.70 Sandy soil , average, 2-71 0,I0 �. . Residential : Sandy soil , steep, 71, _5_0.2C Heavy soil , flat, 2t Single-family areas 0.30-0.50 Heavy soil , average, 2-1: 0.18-0 22 Multi units, detached 0.40-0.60 Heavy soil , steep, 7 A 5-Cl.3 Multi units, attached 0.60-0.75 0:2 Suburban 0.25-0.40 Agricultural land: Industrial : Bare packed soil Light areas Smooth G 3,C_,-, �2 0.50-0.80 Rough 0 Heavy areas 0.60-0.90 Cultivated rows Parks, cemeteries Heavy soil no crop �. 0.10-0.25 Heavy soil with crop 0.20-0.5C Playgrounds Sandy soil no crop 0.20-0.�,= i 0.20-0.35 Sandy soil with crop n :r. Railroad yard areas _r. �: I Pasture 0.20-0.40 Heavy soil G :c_ Unimproved areas 0.10-0.30 Sandy soil 0.,�5_ , 2; i Woodlands G.G5-C 75 Streets: Asphaltic 0.70-0.95 I Concrete 0.80-0.95 Brick 0.70-0.85 Drives and walks 0.75-0.85 Roofs 0.75-0.95 Note: The designer must use judgement to select the appropriate C' value within the range. Generally, larger areas with permeable soils; flat slopes and dense vegetation should have lowest (C) values. Smaller areas with dense soils, moderate to steep slopes, and sparce vegetation should be assigned highest (C) values. - Source: Virginia Erosion and Sediment Control Handbook, 1980. V rein a c�= and Water Conservation Commission. Velocities for Upland Method of cstima`;ng Tc .• .I .) .S I 1 1 5 1C 50 • I I I � I —_. ____T i _ I I I I I — I •. I '• _ ( ( I_ I _( i_ I i I i I � I .. 10 t u —�_ .- _—.�.._—' _._• � ._ ___ �' by v O ,� -I I I S < 3 + ( I � •� I q ( I I 5 _ _ YLLOCITY 1K FEET 7Et S;COSD Source: U.S. Department of Agriculture , SCS , Urban Hydrology, for SM-- " ! Watersheds , Technical Release Number. 55, Glasfington , DC, F� 7' or- RAINPAL- L. INTENSITY Cl Irk F�-� I��1 �iVCN PER . - ES � f-fOl;;� f-1�1 �; T1=�R� EEC, CONN. MR, /2 /3 2 .SG AT i t 06 �25 15I25I�� 2 'F23i 2 � '- , — 23 — i` � I �2 (t/ � 2 I2/ 20I��f2c� ��.� /� /� / z�� 1 ^ __ __ � — 2i ��:� �_.,J � l_� � c�' � �:-' � �.:� IT¢I2�3I23 c`'C z2 Z2� c�� z2 �/ z/ _ 150 _— .- `r I 3.2 31 3/ .col�01?2 p '�� I � � -� 1 �-- ---! �1' J l 2._3 C /O of gl o•,o- -30 __ Ipf IN /o zo i - ;-- t` I PTN OF Flo-1.._I o i0 \ ! C> I C I---- 20 -- 705 61 8 CRITICAL j Q) 2 00�=--1 - -- --- - - - - 0 5 T cos .7 :904 ! oclI ( 15N o .. .9 p02 $0�—I I I oor _... ors — O4 $ G 'DpoG — -- - �- oy--- ---�_ -'---t-- ---- 'o c 15 08 a/ p0 03 0� p0° 7 d /0 II D/SCHAR6E - Q - CFS h = ,0/ so �o �{ .OB O./ 0.2 0.3 0.4 0.50,E O.B /.O 2 3 4 5 6 7 B (T� n-'� 2 lO 20 30 40 2` •3. .4 .5 .6'.7 .B /.0 2 3 4 . 5 6 7 E /O n=.024 20 ISO - 10,000 168 8,000 EXAMPLE t� ) ( (3)Iss 2) 6,000 D.42 inches (3.5 (eet) 6. 144 - 5;000 0.120 cfs r 6. 132 - 41000 rtw, ' .6. 5 - nw � 5. 3,000 D feet - 120 (1) 2.5 8.8 5. 4 2,000 (2) 2.1 7.4 4. • - 108 (3) 2.2 7.7 4. 3. 0 in feet 3. ' 96 � 1,000 3 -84 800 -- . 600 500 2. - 2- to 72 - 400 0 - 2. LJ v 300 E z vi - �, � . 1.5 15 Z - 60 u 200 w 1.5 o z _ r 54 w w 48 w - 100 p - 80 Z /-� a - U 42 v 60 t- LL p N - 50 w 1.0 1.0 x 0 40 D SCALE ENTRANCE O F 36 D . TYPE Cr 1.0 w w 30 (1) square edge rich H .9 .9 Q33 heodroll - •9 20 (2) Groove end �tn Q - - 30 _ heodrall = 8 8 (3) Groove end - .8 27 - projeciing IO 24 B _ 7 .7 - 6 .7 7o use stole (2) or (3) project 21 5 nor izontolly 10 scale (I),Then 4 use slroighl inclined Fine through D and 0 scales,or reverse as ` - 3 Illustrated. 6 6 .. 18 - .6 {_ 2 15 - 1.0 5 .5 .5 12 HEADWATER DEPTH FO'R CONCRETE PIPE CULVERTS BUREAU OF PU13LIC RQADS JAN 1963 WITH INLET CONTROL /,2 0 r- y-/ Connecticut Bloomfield , 171101 ...,.. y........ ,,.....,,!,_....... .. .......................................................................................................................................................... 76.: 00 0. .'.{. • 7 7. 2. 17 -,M(.41-_.r. l.tSt: D Q ... i... i:;R :'r;h HEAD > D:i t .� 14 of PALMBERG & RUSSC) Ploomfisid, Connecticut SEPTEMBER 16, 1986 11 Ne 11 FZ 3 1531 CFIT 1I -V T A FITUL.C l KII....' C7 FT 0li VIFE 71 14 F1A IN R 3C ih 41 so0mo w� FE�:�TO,-T-1-i W sEs W W sit U=w ON C3 EIZ Fix FR cl 41 X LUE 1D P01'4.0 1.-:)EJ-%1"1-1F1ER DTENTION BAS11*1 ..................................i.... ........... . .. .............. .......... ........... ............. ....................... feet feet sq. 1t. cu. ft . Cu At. C. f . s. I.................... ................................ ................................ ........... ......... ........................ ............ ................. ............ .................... 76. 0 284H. C,; 6141 . 77. 9434. 6853. 0 1 10 2 5 4. 713. 1 1075. 17107. 5 2. 47. PAGE 15 ®� r r..:: Bloom§ield , Connecticut .y ,,..I....,_ ...!,1..._.I, , �.....„ Y,......, ,......,, ..lu ...,.... 7 fl .l..... ,. !.....! .L__._r ..,�'••n _ :....;.::...::: :I. I I.:...L. {! 107 ia......il ,,..,: o-y rl....... ......::rt-...... II ..,:. r...._::� o d.....' o-:. r y........ ,.., .I ,..,, r--- � •,. !I Y I ,.... lL.....;, ,._...�i i`�....,,.....I. II:::::I: Il L,.rS I("�:.(5...... I!:.._:y ly I'....:5! r. {:_: }t I r I, 4 rl FI 91 I 3 1EY .,...:. + q::::::il i......, L,,.....5,it K.:.... t..1a••a;.: I.I_,!:::N { .I.r- .I e::.!..,.. DTENTION BASIN I N ELEV STORAGE OUTFLOW 2S/T+(::*j I:.:' ? t . ........._............_....._._._................. ......._........_.._................_._........................................_............................ -�t:r• c:r Bloomfield , Connecticut SEPTE.. ._.... VA'''s"13&:::Z C3!L.....r_:::a!W ..;I:: W 101 11::::::::F:";I:_::I!y::..,,,: P F -C:::P F: I:!o h i,,1 ,8::::; .._ tl...... - 1 ..... a !!::::::' ,r "::3 I , 1 k� .. 1r.1L.:.a „ �.Y.:.. ,......:.,y ;{r!-.....,!n r,..li....I:U..._1!,:',:.1;�; .:.li�........d'.._�I;Ir......r Iloilo�..I� �....`� �� L._..l L'"' _..N I i rT;} yVl i i H `y [Il f LTJ r , 1 i .1 u: U, Ld iL t7X. lIS :1 L! II-1 LY. i W , == 1 f ' 1J C3 t I , r i r - 388VHJSIO WOWIMW �8t),8OlS WOWIX-6,W l� t ^9L = NOIlVA3l3 WOWIXVW ' ` ^ 8 ^0 3 ^9I 8 ^0 ' ' ' J ^9T 0 ^0 0 ^0 T ^t8 1191 8 ^0 6 ^9T 6 ^0 LILT 0 ^0 010 3 ^ TB ' LM 6 ^0 901 6 ^0 9 ^61 010 0 ^0 O8L ' ! 9 ^6T 6 ^0 W03 6 ^0 2 ^ T3 0 ^0 0 ^0 WSL - 2 ^ T3 6 ^0 3 ^33 6 ^0 3 ^23 0 ^0 0 ^0 G ^3L 3 ^23 6 ^0 TWZ 0 ^ T T ^M 0 ^0 . 0 ^0 9 ^69 " T ^q3 0 ^ T T ^93 0 ^ T T ^l3 ON 010 M99 � . T ^M 0 ^ T T ^B3 ON T ^63 0 ^0 ON 8129 T ~63 0 ^ T 3 ^02 TA 342 0 ^0 0 ^0 6 ^09 3 ^ T2 I ~ T 2 ^32 TIT 3122 0 ^0 3 ^0 0 ~89 3122 T ^ T 202 T ^ T 8M 3 ^0 W0 � 802 T ^ T 0 ^92 T ^ T 1 ^92 W0 9 ^0 3 ^3G 1 ~92 PT 2 ^M 3 ^ T T ^M 9 ^0 8 ^0 2 ^6t7 7 ^L2 3 ^ T 3 ^82 3 ^ T 8 ^L2 8 ^0 8 ^0 _ 1 ^97 8V2 3 ^ T 0 ^62 3 ^ T V182 8 ^0 6 ^0 912V W82 3 ^ 7 9 ^62 3 ^ T L182 6 ^0 3 ^ T 9 ^0tr ' l ^82 3 ^ T 6 ^62 3 ^ T 9 ^82 3 ^ T VA L ^L2 9 ^82 -C ^ T L762 3 ^ T 8 ^M WT L ^ T ' - 8'^U2 � 8 ^12 3 ^ T 6 ^82 3 ^ T 2 ^92 A ^ T 0 ^3 6 ^ 12 2 ^92 3 ^ T 0 ^L2 T ^ T T ^V2 0 ^3 b ^3 0 ^63 TM T ^ T 3 ^92 T ^ T 092 8 ^3 T ^93 0112 T ^ T T ^32 ON 0 ^93 8 ^3 2 ^t 3 ^23 0 ^93 0 ^ T 0 ^L3 6 ^0 6 ^LT 2 ^b ' L ^g 210C | 6 ^LT 6 ^0 8 ^8T L ^0 210T Z ^q 9 ^2 WN 2 ^0T K ^0 0 ^ TT 910 9 ^9 9 ^2 9 ^ T GOT 9 ^9 9 ^0 3 ^L W0 AM SIT WT 9 ^ TT | ` M ' -- V `0 T ^y 3 ^0 9 ^3 WT V ^ T A ^8 ` � 9 ^3 3 ^0 L ^3 T ^0 9 ^0 WT Z ^0 ' 8 ^s ^ '. 9 ^0 T ^0 L ^0 070 0 ^0 AM 0 ^0 6 ^3 ...................._____ ............................................ ......... .......................�............. _...............___ ................ ............................._..............__________________ '` 3O+ l/3S3 3O l/3S3 TO 1/7S3 3I Ti ------------------------------------------------------------____________________ ' - ' AJN3O038j WUOlS 8V 3 A 3 ° NISV8 NOIlNAlM U3IAIlN30I ONO6 `^�| NISV8 NOIlN3110 83I3IlN30I NISS8 ' ` CO.]All 'r ev ld 13 M 13 0:11 �.-U F-1 E3 pq cj� cipik, rkky ya P4 PA cl������ � All Ej WA .1_SO C3 A 11 hj W ][ E3 W—I C3 TA Cl Aw F-11 ` ' 986T ^91 8�8W�l6�S 4nzTqzeuu03 ^ pIe?fmooI8 OSSO8 1 SW8WlS6 - ' ' | / '^ or Bloomfield , Connecticut I r•,,. tl •,... tl...T ,1...._:.p i •"" 'i::............... ..3 1!v, it 1!.,. 11 I ,.. , , ,..,, !F,, If.'...•,, v..... ,...3 ry.: i.31. ..,I .. '',:.t I!._ h::::::� „ ,.+;......!�i�....:y.i� •�+:.n::::;!,I%.:...1�{{ '��;1! If I;:::::._I}._...i,i}...._!! F}'.....a II .1,....d a ap .,o 11ff 2 YEAR STORM FREQUENCY ..... �::�;'{:::�.0 f`•I IDENTIFIER DETENTION BASIN DISCHARGES INTO ,, l .► BASIN AREA ::::: 2. 32 ACRES l _..............................................................................._..................................... (A0 2. 0 8. 7 14. 2... ., 2. t: .''' . 12. 01 ►. E ., . 43. 5 f 6 0. 66. 7 MA 11 to. l q oC 41 Bloomfield, Connecticut '; 9•--6 �' ]i._,1 Il...,a.I!._._b.,........IC:.:i+�_::al s_ i::.::;: Il:::;,,.If:::=i:.lr..._ 41.!I 1!....,, ..V 007 171+y:::::;" j,..,r �r. il...._n 1........ ,..:. [ "'h il......,,.1.....r, ,......:1��:, I�11�: 31 11........ ,r�r. '! 1 ,..: If :r. ..._L Y, I e -........... :.1 1 I ,' 1� 1,I x......'. � a......���'�•�.11::::�!r,,,.,�:::::_ Yi.... L.....!I,�.....G,!,...,I,. I,.....L I!.....1�,: .:.0 a'•,.!r.:::::..d..:..-, !...._{ ,:--'1..1�"'4.,:�:.:r, .!:::::`'%.....!1 n�-tl-_*� ., ._.__._......................_........._........ .___. l 1 1 , ICO Ljj `• ., CL 1. 0 i.L !li 1`1 C l Er 1 z cc z 1 ISO k— .-y cc CD IN i - ! 3 i P I. I �x I,'.j S l PO j r': _ � I i I I 11 ; e 7 IYe I.L? !! i Bloomfield , Connecticut SEPTEMBER .. 4 !1 CRT .!!_ 171 1:T?!E:::::::G:"E. 1 4:::;;;....11.._ 11::7+E::J!E:::,ti: ... ..... 1 ., ,: i.:.... r �::::!1 �,4 ,�_..... G� !!d u tl �...11::.ir.....:�G" k .0 I�.::::::d...-.p li-.....n 6 li'��.!i.Il.... �:G .. : ,...E ,._... .u e�._...# ''x"" G.:u G....,,,.�...__H�,._:::�G E.I �:r .1 li 11::� N -...• i.........G' :. ,: !._.. .:... k 6 °1E_:._ G...._N._I._ :�� Ins(.:::} BASIN 1:..... N IDENTIFIER DETENTION BASIN [''(_1ND IDENTIFIER DETENTION(::'N BASIN ------------------------------------------------------------------------------------ +02 2 YEAR STORM FREQUENC'.-'' 0. 6 1 . 2 39. 6 1 A: ..,.;. f.., , 34. 3 1 . 58. 0 _ 1:: . :_":. . . .. '::`. 1. ._ . -.. 1. . 1. 31 . 2 60. 9 0. 0 0. 0 31. 1 . 1. 30. 2:1 1 . 0 '' 1 63. 8 t.l. o 0. 0 29. 1 1. . 0 28. 1 1. . rr :'T. 1. 66. 7 - ::,. 20. 4 0. 9 . , 78. 3 W o 0. 0 19. 5 0. 9 81 .2 i?. 0 :::1. i. 17. 7 0. 9 16. 9 ri, 8 _ 16. 1 84. 1 0. 0 0. 0 16. 1 15. q h'11-1a:L!'•1UM E:::1....E::::!,:..!..:iOI•:,, ::::: 76. 4 !::--1- MAXIMUM t'✓T' .., DISCHARGE ;... -. :. _..a1::. ..... ..;F-'....; F.U.I'd,a(=F C.F S i +� Cr, :fit, c7 r� I i , i A M ,3 0 �t n m m -a ' - { �f to .n ru MO— Z Z ! _u 00 I ij m m � 0 mm 1 < i :uz71 •,II , .rf C!Ca IV TV, C D:D 1 , I ' , , i 1 n.....i'.... Y ij"Al1 '4:....ii ...i•' l - :,....�:�._Y. �.,A fl...:....I,, u ':.i�1�......; •�.....:�.,:.....ai" �,Q..' ,.__. _:::":�i"...... ....5.� .. ......... .. .... PAGE zz Bloomfield , �..11.*l)'.'F'-'".1-3 W C3 ::IC: Co f:::;;,' F::::'q:l]l!1::::;;:!'-11.._ q ll: 11:::;4: .. r.. e-y .,.... i,......� i....... . .... ......:'i�....r: 'f.ii:. 11 .. 111....;.. .., .. ..ff-..,� ....h",` „ _. !r•.�R 'wit J!3 FR p::::::.. �1.-_..•�.A N-4�...�r..Jt::3�! ll x !II�`1 x.::E i�� w�1.....P I��I-�1!1"`�..II.Il...d' 't':::::k ir...u.4. '.;y'z..3 11 4�• �::__x..:�,.,:..3;f...N;L....... F:;.1;.....1 7 ..x.. ,E.....Ii II'-'.n 00l Ii....... ;.....i1":x rt...:;��::::,;a�,::._�!�1.._::u(f:R 5 YEAR STORM FREDUENCY BASIN IDENTIFIER DETENTION BASIN N DISCHARGES INTO CATCH BASIN I`f is . t:r f"l r'{ 15. C:: 1 . 58. 7 - .I. . S!'R .. .. 7. 7 23. 2 .,... . 4 ` 29. (..) ... .. (..' 3.I. .. t.„ .:....: .. 3 4.. is i I .. . _. .'. 1 55. 1. 0. 2. ;::i 0. t,; 8. 81 . 2 0.: I..i 84. 1. . 0 t.) 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T 01 2 f.. +02 --------------------------------------------------------------------------------------- 5 20. 3 r•t ' 3. 2 6a7 Oar? 41 . 2 1. „ 2 .' 1. » ' 1. a4 50. 1 6 29.0 ^i•» 1. _. » ,I. 6„ 1 1 » 5 r':?.2a 1. 1. ., `�i r}a6 __. 60. 6 1 . 5 65. 0 34. 8 2. 6 1 . 7 .. .: 1 . 6 66„ 1 . 6 64. 6 37. 7 1 . 7 1 . 6 64. 6 1 . 6 66. 3 .L {_ E a 40. 6 1 . 6 1. :. 4 4, ;r.. .. 1 . 6 =':)» 0 1 . 6 64. 4 43. 5 1 . 4 1 . 4 64. 4 1 . 6 65. 6 1 . 6 64. 0 49 63. 6 -, , 52. 2 :I. ,. .,_. .I. ,: .I. 63. 0 1 . 6 63.b 1 . 6 6.,::.a . .Lt ar r.. 69. 6 i��„ 0 C:}:, 0 49. 7 1 . 4 �r•f:1:: 4 1 . 3 47 a +:!) 78. 3 0„ 0 ,0„ 0 41. „ 1 „ 2 :l.r_}a , 1 . 2 39. 5 81 .2 0. 0 0. 0 39. 5 1 . 2 "8. ... 1 . 2 .%. 1 84. 1 0.0 0. 0 37. 1 1 . 2 35. 9 1 . 1. 34. 8 Mr?X.Ei'rl_!I'r STORAGE OI::a-!GE ::::: 5626. 5 1_:f.., )::r..l.. I.t .f X 11 ILiIvI DISCHARGE!.S( {...il'iRGr..:. _. 1 . 6 C F f"+ s, ...I....Z,y oi-,eH 1' I�•11...1 Fd_'1_..I"!�Il '::! �•�:1..+::7:.,(I cI111T, :L '1.(J :, (:<_'>i,n t: :.?.r._I i!= J.6:+ I. f..._ ....1, d...._ r. ..%.. .. 1 ;,1......11 11...':,..I. I f'''�u .,�....'i, 1 •,.�.li....:� r.::::r 'r.::::, f i u+ ff 11'�41 Cl Cl i fy WLJ � y: ! W LU E L]CJ a LLJ 2 0 IaI 1 .. J F— u u 1 � D DC (i I ' S S = 1 •i X Ci, ❑ ..I 11 I -i LL IL 1 _ 1 _ t I V [,yl 1.j,l t.°•.1 tvJ') i - Yi J '. r 3 4' .rl.1 t_t N I,.j r..S...., OI=444 .L ..' & dUL:y'...ii Bloomfield, Connecti-cut A--'n 'tiH� 1!...]p n:. I _.1? ._.....�C._3 4�:�� .IC: iC_..;; ,!:: z:_:_!! : i !i :(i�w IN AJ r3!!::R K ED 14 IN FT 7!::3 C_:p!!''':.I!li'' 0!C:::::::lath RJ 02%Hsi !::::;F '!:z_:i'E31-44 ry- t_.!t PJ :1 H.-EH:-Z.W 04 L..... 11 R n.._u...• ::!C: 11."3 J"''.1i ol,9...... Ih...!!",pe':11:3 g::=v°1!:-*::)t_::n FC...4"Dp Jq-:-:>0-_.1 25 YEAR STORM FREQUENCY BASIN IDENTIFIER DETENTION BASIN DISCHARGES INTO O CATCH BASIN BASIN 1•-sr'tcr.r_J ..... :::.A:;.,:. 1:::;::> ................-................................................................................._.................... r.. .. 0 .. 9 1 . J. ,::- 8. 7 7 14. 5 ...,. .1�5 0. ... 8. i::? 23. 2 ...J 26. 1. 4. .':r ` 29. t..,, a! t.? r 43. 5 1 . 5 52. 2 ....2 58. . () f•1 0 66. 6 r'i PALMBEqS BlOomfielO, — Connecticut SE;- ! L::.M��I.:.(i I.6„ .!.-y car.:? _ u 'tiC:_h li_--4:::)yE:::f 1: yGl FAT n::__-II:4 IC:_:al FAT—11— 107 Q:Y 1Q, CT,L_A ash lt...,4.1:::�4...3 q ...II N.1,6..:..:..ash 11_.I: 41 W.G::) n:.::::;;E3 Aj•::::.�� I f 5 IC1 i .-•t Lei �•r l I 1 m Z bi j Cf.) Li- CO Z F•--t— U7 la:1 W LT I y CO H IM y ! 1 i , , ,1 i yy ++ If) CD li) rD Li:, r,1, B:I.;:>omf.i.e:I.d ,, Connecticut 9._."9"')e`113 U.::.`t,.;!_..'+}!......_C.11 I!...:..i+ ..N_ II_.1 :1.TZ 11::::_!!.::>CJ F•'`,. !I.... N:::::: C_..!+F-R,. 'I1 .......... -.,. , v,L ,r.T.t.3,,...3 tt,,.9 1 t'16::; ,�-a, t e ,n T p ,.a'-'- p 1,! �''' A�"�!}.6._.,��.""=..R:::_:.. 11..�!L.....},V......,,,�...,,..1t::::p+!......V II 4 '..p - It.......1 II H tl..._{!11 '4D.I7.._:1' ..._..Y H......r 11 =" ..__ BASIN .I:i_?1::.;., t .I.i..:1:r-R DETENTION BASIN POND IDENTIFIER DETENTION BASIN 25 YEAR STORM FREQUENCY ------------------------------------------------------------------------------------ +0;, ---------------------------------------------------------------------------------- .2. 9 0. 0 1 ., 1. 0... .. 1„ r..Y 1. ,. :!, 0. 1 1 . i 7 17. 4 �}. . 10. 2 20. 6 0 36. 6 1 .. 1 35. 5 34. 8 . ;' 69. 6 0. 0 0. 0 62. 0 1 . 6 60. 5 1 . 5 ' ,.._ 58. 9 c_ a:r. _ 1 . 4 53. 11 :r- t 81 . 2 0. 0 0., t'i 5W3 1 . 4 48. 9 1 r7. 6 84. 1 0. 0 0. 0 47. 6 1 . 3 - -33 Connecticut c ..!?.. +1...l i! v:.W Fy„ +I F.:'I 1 107 1_.3 fl v� xp ..... �..., 6=',. rI �--�p`':��� �ir...,, _ +t?- L#: b..' �i ��n''..?��: '=�i lC:..... 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N.. ,F...._F T n 1 ,�,.. _ _n t,_i. _'x• $_._ I1 [) .IE. ��� t.�::_.�....w.a::.:.*tl--�It!L....... >!....q:.tl':.''ft .f s.. 1t.....�!I 4.�!I--•k IL....... if..._.II°''n II""N�::.:4,:�_�.u'I_=����=w.�,-•�!�=m• F-3 :..!'•.: YEAR I'"tl"'} STORM OI"':i.l FREQUENCY Br..!S.I.t`.I IDENTIFIER DETENTION t:::.N..1.-:I:ON Bi-'!S1:N DISCHARGES INTO CATCH BASIN RAINFALL i. _ ..........................................................................................5. .................................. 2. ;..y 2. 2 f 8. 7 3. ,1 •1 4. f•I 17.. '''E 11 . 2 29 4. :"'n 2. :1. 40. if::, ; 1 . 7 46. 4 1 . 6 52. 2 55. 1 ...•1. O c! ? 1 c_+n �..•n 4: 4 0. .::? 78. ... ::'„ () 81 . 2 0,: I::i PAGE Bloomfield , Connecticut SEPTEMBER 16, 19B6 I % • 'a I...;W ._....A3 Zi.::n ..p:: C::.•. FAT!c:_::..H......_(::.3 u::..,:.'- p' u- >i:...)pa:.;, y:::T E..... 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(:i 1. > :! 0. 1 1 . f Y 11 . 6 3. 1 4. 0 8. 2 0. 7 14. 6 0. 8 13. 8 29.0 5. 5 4. 5 78. 4 1 . 8 86. 5 1 . 9 84. 7 31 . 9 4. 5 3. 5 84. 7 1 . 9 90. 8 1 . 9 '-, C.? 40. 6 2. 1 1 . 8 91 . 9 1 . 9 94. 0 1 . 9 92. 1 91 . 9 1 . 9 93. 3 ,C, r, .. .. 87. 3 .i. ,: .T 86. 0 1. . t 3 84. 1. 66. 7 69. 6 0. 0 0. 0 73. 3 1 . 7 71 . 6 1 . 7 69. 9 75. 4 _ . .. r 65. 0 i?, [! i..fi:: i.: i'7{::?w C:? 1. :: i.>> 1 . 6 63. 4 78 , 81. 2 0. . 0 i,} fi '',. MAXIMUM ELEVATION ..... : . 1. FT MAXIMUM STORAGE i::O .i_;„ ' ...,i I _..Y a IRuIdr_,1 F i_.F " �y r,a Ni "n r i r o I ; y a I �7 ❑ I 1 G'I ri l 17 A I r�a rr•,� II , i a Cn -D @ I• 1:1 0 M ED J I' m m —I m m I I C, z C3 1 m �� 1` m ru ry i V M=7 PI f•,i 1 i sl 1 Ifs,{C , W ,....ff.fl I{ ......,I IIN.rl,{N.i{41) .,.1,__t kv FA M ..._. ....,,....Anj M W W:I.W W ..k:: Ew C:::p 119......n KA Cl.r+k FA � rjs;-+r,.t - c:(t. ..tt:.jt.t....n-a.. e Bloomfield , Connecticut g.- v A_) ._.q'n)1.._._lip lay 3: t!:_:_ g::::t K iF:4 n.. 0 N:::Z...i}.... bL It--"!I G....'.]ER I k 10011 P J Q:::::�::li......h L.....! u---'I a al 31..... .,..._.��r<.....1!�^k}{•":::_o- t_w W sL i01 A-:__JFZ W I,.%ii_...._ }(==y;'d..._.t;..7... al." 1::::3 Ps Ii-....�I IL_..._ 11......11 9:_:y,'i!:_:H!i==�a F—V- 100 YEAi''I r?_!_nE"M }:: f'.L:.OUI":.N .••( BASIN IDENTIFIER DI...:.TI...:NT:I:{iI•••I BAST!,-,I DISCHARGES INTO CATCH BASIN BASIN AREA 2. 32 r••11..:RE.:.:::: E;'i_i}-�,lj_,!_`1::: f.;�..tl:: !'•-t•• " :r: RAINFALL TNT. ._. 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'�? 1 . 9 86. 1 . 9 84. 9 78. 3 0. 0 4J n _i 84. 9 1 . 9 83. 0 1 . 8 81 . 2 81 . 2 0. 0 6. 0 81 . 2 .!. n ,? 79. 3 1 . 8 77. 5 84. 1 0. 0 0. 0 77. 5 1 . 8 75. 7. .Y 1 . 7 l4. _ 'ci MAXIMUM ELEVATION 77. 4 I F=_E. Mt.:l;,,I ly!I__I lyl ,.? ! (,)I':Y'lt.!E. 10804. 0 `..,i_i I:::1- h'IA:,.EI1U! I 1_;.E•.,C1...!;...iRt::l!::_ ..... 2. 1 !=':1.=;.,. : I } 44 of g� Bloomfield , Connecticut VA„'e'.9::: 4Z)1:_:s : 1:_':.l d'_Z EE II... C3 F..,;_ F F:--'IL:::::h IN P4 13 FQ E:::: CA li......lj IN})::.:µid 7i::3 ll::.:::11P4 1!"'A IE..=.::IN h......1! it::Ih 11'N,11 I , I_, ! i i�•1 :F W .. Ow I_i Q.tt Ld ca on CG I LL I ! CD C3 F—r0 W LO LO LU W IM } C]D t= LIJ U.Q CO 00 W -4 I r w -' u u ; 1 D ,C td I a J I J LL i t>_ F— I „ 10 LID 13 { i i _I j:j0I 1 !Z".l tOw M $F� t� y F C GJ T-awn' 0-/?S-o-� V&U&ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �r�osoR-co AREA CODE 203/644-2511 October 8 , 1986 Mr. John Moran, Jr. Chairman, IWA/CC 1540 Sullivan Ave . South Windsor, Ct 06074 RE: Andre Charbonneau - Application #421 Review Dear Jack: In accordance with the normal review practice, the following comments relate to the above project. As indicated, perhaps one third of the site is classified as walpole sandy loam, a wetlands. As for a quality that should be retained in its natural state, I doubt it. It is adjacent to Nutmeg Road North. What is proposed is to provide a sizable detention basin which should encourage ground water recharge. The conservation plan narrative and soil erosion and sediment control notes are fairly extensive. Assuming an immediate approval, it is safe to expect that earthwork could begin in November, well beyond any seeding time where even temporary establishment is proposed. With the potential of extensive wind erosion of the sandy subsoil, perhaps they should adjust their schedule to limit their earth work to a minimum over the winter months and just expose what is necessary. The exposed surfaces will have to be mulched, as indicated. In addition, it may have to be netted to keep it in place. The entrance pad should be shown on the. plan. It appears to be a workable plan for the site and if an approval were to be granted, a $3 ,000 bond would seem appropriate to assure compliance and completion. Very truly yours, A. B. Davies ABD:dlb Deputy Town Engineer CC: Michael Gantick, Director of Public Works Richard Martel, Town Engineer Marcia Banach, Director of Planning IWA/CC File Andre Charbonneau �towM 8 F4<� 7�wn' 0lesa� ?d&U&Ot w(d 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 l�psoe-co AREA CODE 203/644-2511 October 9 , 1986 Andre Charbonneau 125 Edwin Road South Windsor, Ct 06074 RE: Application #421 LOCATION: Strong & Nutmeg Road North Dear Sir: - Your meeting with the South Windsor Inland Wetlands Agency/ Conservation Commission is scheduled for: DAY DATE TIME Monday October 20, 1986 8 : 15 pm The Agency/Commission meets in meeting room "B" , lower level, Town Hall, 1540 Sullivan Ave. , South Windsor , Connecticut. Very Truly yours , Deborah L. Bellizzi, Se etary Inland Wetlands Agency/ Conservation Commission Town of South Windsor DLB REMINDER: A sign must be posted on the property where it can be seen from a town street. Said sign must be posted for five continuous days prior to the above meeting, and is avail- able at the Town Hall if not already acquired. q O.NN 8E4 t� O - G U 7own o-.P Spa& ?A:nd�,qt � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 r�oSOR•CO�' AREA CODE 203/644-2511 October 23, 1986 CERTIFIED MAIL William Grace, Esq. 25 Oakland Rd. South Windsor, Ct 06074 BE: Application #421 - Charbonneau Building Dear Mr. Grace: At the October 20, 1986 meeting, the South Windsor Inland Wetlands Agency/ Conservation Commission approved with conditions application #421, to construct a 29,100 s.f. building to be located on Strong and Nutmeg Road North. The following conditions must be adhered to for this permit to be valid: 1. The erosion & sediment control plan should be adjusted to show P J limited earth work to a mirii m during the winter months and just exposing what is necessary to prevent the potential of extensive wind erosion of the sandy subsoil on this parcel. `2. In addition to mulching of the exposed surfaces, the plans should be modified to include netting to keep the mulch in place. 3. An entrance pad should be shown on the plan. 4. We recommend a bond in the amount of $3,000 be submitted to Planning and Zoning Commission to ensure compliance with the Conservation Plan. 5. Construction activities shall be subject to the approval of the Town Engineer. 6. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 7. The permit is valid for one year and shall expire October 20, 1986. Very truly yours, QAM�t -'-M, 11' 1 V)(NL JoMh M. Moran, Jr., Chairman Inland Wetlands Agency/ Conservation Commission Town of South Windsor CC: Andre Charbonneau A. B. Davies, Deputy Tawn Engineer Richard Martel, Town Engineer Marcia Banach, Director of Planning John Shemo, Economic Development Coordinator Louise Evans, Chairman, PZC Michael Gantick, Director of Public Works r �W O O-P SIOM& ?d&U&Ot wQ 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074 INdSOR•co� AREA CODE 203/644-2511 November 18 , 1986 William E. Grace, Esq. 25 Oakland Road South Windsor , Ct . 06074 Dear Bill : Re: App . #1204 - Andre Charbonneau, Site Plan , Nutmeg Road North and Strong Road Please be advised that the Planning & Zoning Commission voted on November 3, 1986 to approve the above application for a site plan of development for property located at the southwest corner of -Nutmeg Road North and Strong Road , in an I zone , as shown on plans prepared by Palmberg & Russo , dated 9/29/86 , subject to the following modifications : 1 . The plans shall be modified as follows: a. Horizontal coordinates should be added ; b . The sanitary lateral should be PVC ; C. The pipe to the rear on the south side should be 15" rather than 12" ; d . Additional trees shall be added to the south side of site , and along the outer edges of the detention basin along Strong and Nutmeg Road . 2 . Drainage calculations must be submitted to the Town Engineer . 3. A bond in the amount of $10 ,000 shall be submitted to ensure compliance with the conservation plan and completion of landscaping . 4. Prior to commencement of any site work, a meeting must be held with Town Staff . 5. No building permits will be issued until the final mylar has been filed in the Office of the Town Clerk. 6. This approval is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. A black and white transparent mylar of Sheet #1 together with two blueprint copies , shall be submitted to this Commission to be stamped and signed . The letters of approval of the Inland Wetlands William E. Grace , Esq. -2- 11/18/86 Agency/Conservation Commission and this Commission must be reproduced on the mylars . After the mylar has been signed it will be returned to you and must be filed in the office of the Town Clerk within 90 days . Yours very truly , PLANNING & ZONING COMMISSION v g B y �.�-c�-Z A!t7 Louise C. Evans, Chairman CC : T. D' Auria , Building Official R . Martel , Town Engineer E. Belleville, Assessor M. Banach , Planning Director Inland Wetlands Agency/Conservation Commission ,iOwN 8f 4, a c 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR•co�'�w AREA CODE 203/644-2511 October 5, 1987 Andre Charbonneau 125 Edwin Road South Windsor, Ct 06074 RE: Application #421 - construction of a new building at the corner of Strong & Nutmeg Road North Dear Sir: This is a reminder that the permit with the Inland Wetlands Agency/ Conservation Commission, Application # 421 will expire on10/20/87 . The agency requires a letter requesting extension together with a fee of $25 . 00 . This should be submitted at least 30 days prior to the expiration date of the permit. If work has been completed or will be completed by the expiration date , we would appreciate you contacting the Inland Wetlands Agency/Conservation Commission' s secretary, Debbie Bellizzi at 644-2511 Ext. 253 , to advise her of work status . If you have any questions , please don' t hesitate to contact Debbie or Mr. Davies , Deputy Town Engineer . Very truly yours , Kevin Rennie, Chairman Inland Wetlands Agency/ Conservation Commission � t I lie, r74lo,OO -74 o r z ;E y ' SA#IT11V1lVD^�0�, NN ♦4 E 4$ • 9 '4f ;Zw v r ^ i i e3i r �7 Air ►0 Nt tt�g mad 1�©s� h yf%> s _ :r J�a s ' Y} a E 412 yoNOV 0 O September 17, 1987 Planning and Zoning Commission 1540 Sullivan Avenue South Windsor, Ct. 06074 Dear Mrs. Evans Chairwoman: I have recently completed and have received a C.O. for my building at 701 Nutmeg Rd., North. I would appreciate �. at this time that my bond be released on this project. Thank you. Sincerely, ANDRE NNEAU AND SONS Athdr64-Zharbonneau AC:emc Andre Charbonneau & Sons General Contractor • Concrete 0 Paving • Commercial & Industrial Warehousing 125 Edwin Road, South Windsor, CT 06074 528-7551.