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Home My WebLink About99-54P_EAST HARTFORD SAND & GRAVEL_JOHN FITCH BOULEVARD. K _ a -1 .. ..- wa � _.. •- fYr�. .r. wYr ! u. 'f,. rl,�. i ` t, 7!r!,V,. . t ,.♦Y. °li-` ' . �Y,. 'J_L.i. p .�.f�`��,..e w c ., •a 1. �.. r . . �4_ .... .t. ' ,1. fC .... 'r. T• 1 - x ,. e , d..- - Pt�..,4lIE:y4yi,.rVY rb.. ..1. t`.' �'3'.�+:,r•t'! , :• R- -. r,.'-4'_,L.t,.l.r. . f ,�. Y.- {I ,} nn.v�... !�, 1 _.1 � -A" .., f. ♦ ,, t 1 , 1 e _,Yt " .:d�•-� . "'ti,. I Y ti .. n, �. _„k�e .: � ., _ _ _ . , .. _ .. •�: ,. 's�s1�1C:. .. . ,.. i _ s��. �r��i , .- , a.r , ' * r _ c.. ... r .�. �i' .. ; • ,� . .�e�.: ,_, _. n�, N _ .. � .. � , �x: �`:.�, ,.r „do-. • 't •} ...» :� � - MAP LOT N/F ABUTTER 86 1 LYNDA TOMEL 434 STRONG ROAD 86 2 ENET Y. SILVESTRI 14 GILMAN STREET EAST HARTFORD, CT. 06108 86 3 JOHN J. MITCHELL ET. AL. 1209 SULLIVAN AVE. 86 4 MARIA ELLIS M.D. & KIM McDONALD 660 STRONG ROAD 86 5 ROCKY G. VEILLEUX 646 STRONG ROAD 86 6 WILLIAM V. PETRONE 630 STRONG ROAD 87 1 CYNTHIA L> & EDWARD P. ZAGORSKI 7 V3 SANDS 1 VIVE URI G 87 2 JOSEPH PRANCKUS 3 WEST ROAD 87 3 ROBERT & FRANCES BENSON 15 WEST ROAD 87 4 STANLEY SLOMCINSKY 25 WEST ROAD 87 5 DONALD F. SCHNEIDER 33 WEST ROAD 87 6 JOSEPH PRANCKUS 3 WEST ROAD 87 7 JOSEPH PRANCKUS 3 WEST ROAD 87 12 PAUL & TRACY OATES 44 WEST ROAD 87 16 CHARLES & EMMA M. KALLAI 3 WEST ROAD 87 26 ROBERT E. OLIVERIA 853 STRONG ROAD 87 27 ENET Y. SILVESTRI 1881 MAIN STREET EAST HARTFORD, CT. 06108 87 29 JAMES Sc MARTHA FALCONE 661 STRONG ROAD 97 7 K-F BRICK CO., INC. 1440 JOHN FITCH BLVD. 109 8 SPERRY WOOD LTD. PARTNERSHIP N. GROVER ROAD P.O. BOX 683 SIMSBURY, CT. 06070 86 2* SUBJECT TO STATUTORY DIVISION APRIL 1997 EAST NOTES HARTFORD SAND & SOUTH WINDSOR, CONNECTICUT OWNER / APPLICANT ARTHUR SILVESTRI 14 GILMAN STREET EAST HARTFORD, CT. 06108 TEL. 289- 4347 THESE DRAWING ARE THE PROPERTY 6f PE516N PROFE5510NAL5, INC, ANP HAVE DEEN PREPARED SPEGIFIGALLY FOR THE OWNER/APPLICANT FOR FMIS PROJECT. THEY ARE NOT - TO f,E U5EP FOR ANY OTHER PLJRPOSE OR 13Y ANY OTHER PERSON OR PERSONS WITHOUT THE EXPRES5 WRITTEN PERMIS616N OF RESIGN PROFESSIONALS, ING T111S PLAN 15 INVALID UNLLSS IT BEARS THE ORIGINAL SIGNATURE AND IISPRF55I6N ; A; OF T-HE PROFE551ONAL ENGINEER OR SURVEYOR. GRi • F Ate' :, P ♦...-•�� c!':ai 3 ,t s '••.J' . 3 G,,...r.c,... ,i +..,: i 4. i ' ,:.�" ► ! '+.J ;i :..w '�," 1 � lo(D,.--. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCOR NCF WITH _$ jj(�Cl� 20-3008--L THRU 20-3QQJ3_ 20 OF. THE E, REGULATIONS OF CONNECTICUT STATE AGENCIES — "S1A S FOR SURVEYS' AIVD MAPS IN` THE` STi�T£` OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE . >- FIELD SURVEY MAY DISCLOSE TO_iwliKE $E6�""'^""� BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTFD HFRFON 12882 D717EI `t� v . era A �x sfr „ i�i.v r : LIC. No. . 4 11 Y<' r'. c:.c?:Se ',.: :`� sac`a,•� :*c^? Y'.F.a'7c r ', • ,:.'. =• l 1 2 3 4 J 6 7 8 SHEET INDEX KEY MAP nK BOUNDARY PLAN EXISTING CONDITIONS EXCAVATION PLAN SEDIMENTATION 8c EROSI 01,0 CONTROL PLAN41 PHASING PLAN ` a' MITIGATION PLAN _ °<STE•6300 PROEILEPLAN. DECEMBER 18, 1998 Revised 1 /25/00 SHEET 1 J� a K—F BRI � ' I 4 :e �- f r 1 MAP REFERENCE PLAN PREPARED FOR SPERRY WOOD CORPORATION, STRONG ROAD, SOUTH WINDSOR, CT, SCALE: 1"=100', OCTOBER,1986, BY PETERSEN & HOFFMAN, LAND SURVEYORS. 1. UNLESS OTHERWISE NOTED, EXISTING UTIUTY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE N INFORMATION. ALL EXISTING UTILITIES SHOULD o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. j,ID 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 1-25 L , 3,D mitigation plan RA BY A LICENSED LAND SURVEYOR PRIOR TO 2 10-18-1999 new road — RA CONSTRUCTION. i 7-20-1999 new contours RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 IMPRESSION SEAL AND ORIGINAL SIGNATURE I Or -!E PROFESSIONAL ENGINEER/SURVEYOR. Nt7. , DATE DESCRIPTION EY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC11ONS 20-300D-1 I1"IRU 20-300D-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS TO. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON, RtrHAPD P, MARTEL 12882 L IC No. T t' .:u�1111 j� Y• p P' I M• �. ' d X. r. ' r. 5 4. / i t� �t 9 3 e I+ GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. v •p • - ',a (.0 .1' al it'1i?. n .g� ,`�f: - ,ji 'h-'.I J ` "5 �,-. {' {ii .. , . { ,.4< 1• , S1.�t 5,v �; , i��s ,/5, .[ 5 'Y..: a r) ,(gYRn, K` i }1�t �+r� ry � -•'}' d i r ry'?,' � ,�"�a L: ,� ;y !:y' plc � "al 74;.�.�^.��`�'` �,,tJ, I 'o- �'; ,Ili• ,iy�` Ir { r OWNER / APPLICANT ARTHUR SILVESTRI 724 STRONG ROAD SOUTH WINDSOR, CONNECTICUT 06074 TEL. 289-4347 860 •291 • 8755 aqesign ofessionals, inc. a S Civil Engineers • Planners • Surveyors • CIS 65 south sateL!Ite reed south windsor connect cut 06074 & Kim McDonald EXISTING CONDITIONS Boundary Survey DESIGN: RA I DRAWN: RA 1 CHECKED: RPM JOB NO.: 86— 719 DA TE- Jun e 7, 1998 oRAWrNG NO.: 19981119NE-WAB LEGEND o IRON PIN TO BE SET • EXISTING IRON PIN `•° ` E ' a�' s� "� o MONUMENT TO BE SET ■ EXISTING MONUMENT i��•;.r1*�';„h.' X287.3 $ EXISTING SPOT GRAGF 17W. F _. ... 4 PROPOSED SPOT GRADE " `<. x ° ` " " a, • .� ,;.d t - 300 EXISTING CONTOUR AND ELEVATION a P ® PROPOSED CONTOUR AND ELEVATION 'l, vA, EXISTING UTILITY POLE ' LIMITS OF INLAND WETLANDS" LIMIT OF REGULATED AREA TEST BORING LOCATION +. `< '/ A'� � - � •, J Fri,- .. MAP REFERENCE �:,.f• n �a " .0 1. PLAN PREPARED FOR SPERRY WOOD CORPORATION, STRONG ROAD, SOUTH WINDSOR. CT. 4 SCALE. 1"-100', OCTOBER,1986, BY PETERSEN & HOFFMAN. LAND SURVEYORS 2. 'PROPERTY OF K—F BRICK COMPANY, INC." WETLAND MAP, STRONG ROAD, SOUTH WINDSOR, CONNECTICUT SCALE 1"=200', DATED DEC. 18, 1987. MESSIER & ASSOCIATES, ENGINEERS — SURVEYORS. NOTES 1. TOTAL AREA OF PARCEL — 45 ACRES t 2. PROPERTY IS NOT LOCATED IN THE 100—YEAR FLOOD HAZARD ZONE AS PER SOUTH WINDSOR COMMUNITY MAP —PANEL NUMBER 090036 0006 B. 3. TOPOGRAPHIC INFORMATION TAKEN FROM A MAP PREPARED BY A.D.R. ASSOCIATES, INC. AND FIELD VERFIED IN AREAS OF PROPOSED PHASES 4 THROUGH 7 4. HORIZONTAL AND VERTICAL DATUM BASED ON U.S.C.G.S. DATUM. 5. INLAND WETLANDS FIELD DELINEATED IN MARCH, 1992 BY "N !ANN! OF HIGHLAND SOILS (WETLANDS FLAG #79 — #104). OTHER INLAND WETLANDS DELINEATED BY SOIL SCIENCE SERVICES AND FIELD LOCATED BY MESSIER & ASSOCIATES. 6. MOBILE FACILITIES LOCATES JUNE, 1998 BY DESIGN PROFESSIONALS, INC. 7. FIELD CHANGES SHALL. HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 8. ALL STUMPS TO BE CHIPPED OR BURIED ON SITE. 9. ESTIMATED QUANTITIES OF EXCAVATED SAND AND GRAVEL MATERIAL: PHASE 4 = 63,580 C.Y. PHASE 5 = 37,630 C.Y. PHASE 6 = 34,880 C.Y. PHASE 7 — 34,800 C.Y. 1V. EAST HARIYVRD SAND & GRAVEL HAS RIGHTS OF ACCESS AND RIGHTS TO DRAIN ON THE ABUTTING PROPERTY OF THE K—F BRICK COMPANY 11. THE PROPOSED DRAINAGE DITCHES AS SHOWN ARE DESIGNED TO CONTROL GROUNDWATER FLOW AND STORMWATER RUNOFF. 12. THE PROPOSE OF THIS MAP IS TO DEPICT THE LOCATION OF WETLAND FLAG NUMBERS 79 THROUGH 104; THE VARIOUS PHASE LIMITS, AND THE LOCATION OF THE NEWLY CONSTRUCTED DRIVEWAY Mesurvey Prepared for: East .Hartford Sand & Gra vel John IFntch Boulevaird South "Windsor Connecticut St1EE I K] w. 4 r» r •N! �i I• Y. � w +d + C 2 t , 4 k r sg6 •�. .j 9 ;` nit t � :•'p- -P +� .� ��' - �: .M •M, 'ri 1- i4r I Y i tar 'Aa fii I r :- I i r 3 l � t .r<• v s zc i �I fi'Y1,-.x� �'g 5 �ix•'�''rl,, 7� 01yj ' S i <: a."fir Vr•, 4 ry '� P f'i.r• .�. i.` Lx i xt 4, N K—F BRICI N ` QUAf-2 0,00 1540 3Ut.LIVAN AVENUE - 801 WMJUSCN+. C,Ol OW74 AAEA CODE aw , s44 ��5 i i +"RRTfF M MAIL. cbrnary 23, 2000 �OMPANY 1 368,500 Caravel'. Inc. fit. tl nbar Semi. President 198 f Mali sItt eel East Hartford. CT06109 N,nr Mr. Silvestri: Kz. App199-SAP, 8asf Hartford Sand & Cravel. lrtc. Site Plan Wb's Artpleareai to advise you that the Plar lag & Notting Corn uissiort voted on Febrttarp 15, 2(ft to approve Tin m9aancuion6 the anove refennee-i application for a Site Plan of Ulevelopnlent •l;'lti3 approve) is all mmewal of an earth rernal operation on 9+ sacs larder Section 15.3 an property located 04 the westerly Wee of Struil Rcl, and easterly of Rtt:_ S, RR and I Zone as shown on plans prepared by Design t?tiot►fssaionals, III Job No; 96-119, dated 1-25.00, as revised. This approval is subject to the following rrlWtlr(ItaY# ball' I. Tba appliest" is stlitject to the cendieiow of approval of the Inland Wetlands Agency/Corma va ll CV11"srioit. Witidirtg a letter Ofcredit iA t3te amount of $91,030 for wetlaald mit*Mon. 2. Ali 011am used W the field b'y the developer must bear the stamp and auttorited signature of the Town of wini IUS PiIiiiir0i is v" Rk ,a pcnod of we year. I11e permit expiration date is February 15. 2(V I . The penmt MWb6ft0dWa print to aatpiration it sand removal operations are to continue. An annual progress as-huitt ;pl;alt'ie'Feguiired with the permit renewal appilearion. 4 Utit , the driveway bcrween the Syhmstfii residtr»ce lief this site by carttmerrtaLindustrial vehicles is OVObillied, in accordance with Section 3A of the zorl regulations TEW m4ftrial kotaege arts; shown In the RR zone on the plans is not :q>pril 1. Sales of materials not arilljll hng on aft are p rda^bitccl unlesc'and troll a Special Exc`ption permit and in Industr'ially-xoneei- klceltion am obtalned- Tile stXluenctrtg'af CXCIlVation shou'rt on dw aprpmved plans all be adhered to. 7. Tbc ertistin,, boards iulh�Amouttt ofS3,(W* for site reclamation and 520;OW for erosion and scdinwi.l eorI l3a@OC be maintained. 311 and Will trailaparcW art, lers O&W +44: with the above modifkations, together wTib three blueprint , Ol Of the witim sd of plans must be tllitibiltiltisd to this Commission within 10 days to be stamped and sighed. Iiw b*m of appoval of this Covdaissifm as wt11 as the Inland 1+4-ellaixLq Agency/Conservation Cotttrntssion now Ill w p Witced an the ttr)tlars. -tatr' V*mI)tisrlt baits berth sipined by the Cotr u"llon, they will be returned to you for Piling in the Office 01, the ,rowu C.k& ANT filing these paellas, a copy of the receipt must be subtttitted to the Planning Velpament. Silly, v ,I: r tbst;eru'tti Pti'� >!>td +raOtUri3g fiatttatia%mott _ xtrWn EttSU"a ' C;i4tiaaf Sgildilag tlfTiciAp !�4tssOt S.%)etitttendcm of Polltnion Control Pitt; Mail Peter rvA4*llies, Design Frubmsionals. Inc. ,, (i S6 oRr�. ov vJ' ^j , !\ 77 v ACTIVE CLAY PIT 1 � 4"MIN. SAND 20" MIN. CLAY g GENr-P, L SITE RESTORATION NOT TO SCALE •a N 367,500 �', r `�`a�zlvn- t�� o�zfh �1%U�i .r,tq ��, �►c �i I 8ULL tAN•AVFtk* + SOUTH Willil , LT dGW4471h Page ARIA CODE 1,5CVWA-251 t FAX sSo 5443*e1 4. All 21I,p;nynl8 tecjutrrd must be obtained Lind stithmitred prtnr tit nary ac:rn ltv t>n rht• s4te, fartlaary 25, 2000 5, A cota'tact,pers6n shalt be identtfiltlG on thr plans. h. PcTfo 4vtt''la0iaet of $91,0W.0D in the form of #t letter of credit mast be E:rrtified RPr16249SQ3$ satxwirtea Sul to ths' fc:wn's conditions. 7. laasi twA the recorn:nerda:it ons 4 Ken Metzler, I>EP ecutogi:>t in his Noverr,l'et- brtipn F1-rtfessitar;al Inc. 11. 1q" letW to Rut It J.-Atli from the, Army Coups of Engineem. • Atttt: frrter'Detvlt ilie 8. Extend tale nWt4eru sit, v of the WrAland crew dur, urea rurrthward III meet the i 65 Sourh Satellite Road existing trip. to slope. Stii;untt a letter (rams kedlAlu d Drtck Wrllntsng grading SOL(h Wirildsor, CT 06074 rights .r) re re6%,Lrul-t the4)ope, GrFW'rlgmnllIt.bt shown on the tntagauon p31.an. kE Appi. t99-54P - ly ast Hartford `arid & GrAvel 9. The Iirrto 61 propo"d,d4sb ricz in phase .5 nfersi be lcicated in the field cant( °l)etar Mr. DeAR We p',err eAerit Atrsllla ia'attk4irt must be installed along, the limit. The limits must be inspeofecl by Tmm' Staff. At the „ aaUol 1+9, 20OU regular rueetrng, the Inland WettHnds Agtnuy/Conaamation 4�orttrtT an approved unnl.' 00 .54P- '- Pam 14srrrfn.'rd r..r..rt Ar-f1sAvA - IWA If1iI in"t1.�rimw,�r"iirrih;�wa�r.erwr..,7:r. ,..t,....�'f - - -- ---; y-- ---- - ----.--.--.�--:.+-+� �•w.y. ..w w. —n r. a.•r.r .u�.. ay. lcn: aunr�.aw azas gwsaa:c✓7. i:aJ'4�GiR. tIiR tar1liG ! ,lift pt 6Ji: kWe.alW l(l II IC }l{: k(1 Cre l(l. peinait tl r crprrlttion off ttF, $nd and gravel rentwMd v'pie'rtlttion, extuUN wetland ix'rtnaLneat vi%litat,otp'rlorrs miter be installed along thc- limit. The limits mulct disturbanpir l an4 pcapoce'd• On --land restoration an prsrperty kx rated eamt of ,John be inspected by tgon sto. Filgh INvId., north offtatill RomL I & RR zone* (Ass-mear's ma a8 r p>trerl ttZ) This appttrval; its stall to the ivftr>*Y rag c n(Attons. 13 _ Plixfticul Nvrwirs sue¢• be p( ced in areas where there is w aterflow (northern, junct*an of phases 4 & 5) tc, ptol,iNtfi)nai,sion arx( disturbance by o'petairng equipment. rt. One blu ,nnt copy of the enure set of pliAn r and &,is letter rnprmloced 0writ+on, thust be sllubtri)tted tr, this CQvwaitmion. This rmust be completed 12. Pematn4 vial m"kefru nl a$t be installed along the weattarn edW of the within tih days of appr;ovaJ prior to a Ay construction activity on the site.. •srea'of non-dkWrbence ba*tP upon tnrnpl4cuon of the mityta:tian plan. Pk" subsaitttd to Plata sing 8. Zoning Csrrtrmgwon shall bra conAi(ieTctj having ;red ftc recptlire.rnent, 13. Tnpt oil'ftorn pbaoI 6 ai 7 rtt?wt be stockpiled used utilized on -site 2_ it upplacrattioir vh-A4tAdtjAgtf}t oAd hold''blattmitass the Town of south 14, Chiiingft to the4rgp"ed rienitedhxtion plate must be submitted for uvview by Wkxfoor agaimt arrjt liab4ltty, w iich Ora& reauh from tl;;e proposed operation this army- . 9f tom: 15 'A III planting plan mast be subrniued to Town staff for review, 3. Tho pm'il is valid III five )"vs and shall expire an January 1q, 2W5. it is ttie (dull er(a)'/apph*ant(s), resporlwljakty to: ttac k impavItAon. dates land 16. Aft 6 s4mftt : y-o€ th,*, p1m,, 1xtiK pep >n plan ,exist in f navided to the n i�i s (aaraitsritpatoCt of rentRwal r>oiPhest at i ust 65 ot" pjw to eXPW*igri,. 19, Lottink fr. in thc• nnphcxnt J anring the tov i access onto the p7ropert' raw be CLAY PIT .p<, 0 U R t I. UNLESS OTHERWISE NOTED, EXISTING UTILITY 1 nr\nr—Ir.I� MIL VIJIUINJ g w n V LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 4 2-28-2000 approval letters RA 3 1-25-2000 mitigation plan A 2 10-18-1999 new road RA CONSTRUCTION. 1 7-20-1999 new contours RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE aft PROFESSIONAL LNGINEER/SURVEYOR. N0. j L)A IL DESCRIPTION j cs Y submlrrvd. East Hartford Sand & (.rave! Jant:ary �'i. 2000 I''rsgc :3 18. Fi'l placed in Lite roadway mast be rrrTtr,vC+a faint al! t'apru'.atcd area,. 19. An dnnual at -boil( Survey of phases 6 7 must be s1ai1 .uttrtJ fu: rt,.ge Tuarcl SUAff 2V.. The cmatton o` mmedtatirm area to be rwaitorei; l)u a third p.11r; that ar,eptahie to Town St.alf, for two grow atg :ura>anS to cns:l:c Yurcr,aStu I e,tabbshrnent. 1. l vlttro. of invasivr species, which is monitored by tturd arartti th.lt Is arceptasble to Tuwn staff. Vem truly rruLirs, ;NLAND 1h"RTLAND AGENCY/ (20Nt:ERVA71(_)N C0)v1MlSSl0N 1 Eli.zal A Warmr., Chaeirpc-rsern KAWw dr cc: Chief Building Offix. al Plan:`ung tat Zoning Comtntsct;ln,I 'rn,wrt Engineer East Kai *Ford Sand & Gravel THIS SURvCY AND MAP HAS BEEN PREPARED 1N ACCORDANCE 'WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTiCUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS TD. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 Rlral o MARTEL --- LIr EXISTING TREE LINE OC RIFLED "' \MLLIAM V. PETRONE r NATIVE SOIL CURLEX EXCELSIOR BLANKET OR JUTE MESH ' 4. TOPSOIL AND SEED TYPICAL DITQH SECTION NOT 10 SCALE GRAPHIC SCALE 100 0 50 100 C(XJ ( IN FEET ) 1 inch = 100 ft, a ' l��'I�tl' ► � ► : l � NOT TO SCALE NOTE Follow manufacturers recommendation when installing Curlex Blanket or Jute Mesh. Seed to be Mix t12. 860.291.8755 esign rofessionais, inc. ! Civil Engineers Planners a Surveyors r CIS b5 soutr� satellite rood south ivindsor - connecticut 060/4 ; s t art i LEGEND rr r o IRON PIN TO BE SET • EXISTING IRON PIN a MONUMENT TO BE SET IN EXISTING MONUMENT x267 3 EXISTING SPOT GRADE PROPOSED SPOT GRADE ' •r h3.• - -300- EXISTING CONTOUR AND ELEVATION �_ 3® PROPOSED CONTOUR AND ELEVATION 4• *f,h EXISTING UTILITY POLE ' LIMITS OF INLAND WETLANDS LIMIT OF REGULATED AREA I\Ul.rly VGIIIt;.IIJI OWNER / APPLICANT ARTHUR SILVESTRI 724 STRONG ROAD SOUTH WINDSOR, CONNECTICUT 06074 TEL 289-4347 BOUNDARY SURVEY EXCAVATION PLAN PHASES 4 THROUGH 7 DESIGN.• RA ORA WN, RA CHECKED: RPM JOB NO.: 86-119 DA TE.• June 7, 1999 DRAWING NO.: 1998/1 19NEWA 8 MAP REFERENCE 1. PLAN PREPARED FOR SPERRY WOOD CORPORATION, STRONG ROAD, SOUTH WINDSOR, CT SCALE: 1"=100', OCTOBER,1986, BY PETERSEN do HOFFMAN, LAND SURVEYORS 2. "PROPERTY OF K-F BRICK COMPANY. INC.- WETLAND MAP, STRONG ROAD, SOUTH WINDSOR, CONNECTICUT SCALE 1'-200', DATED DEC. 18. 1987. MESSIER & ASSOCIATES, ENGINEERS - SURVEYORS. 6 r" NOTES q` k' Jli.' 1. TOTAL AREA OF PARCEL = 45 ACRES 2. PROPERTY IS NOT LOCATED IN THE 100-YEAR FLOOD HAZARD ZONE AS PER SOUTH WINDSOR COMMUNITY MAP -PANEL NUMBER 090036 0006 B A> 3. TOPOGRAPHIC INFORMATION TAKEN FROM A MAP PREPARED BY A.D.R. ASSOCIATES, INC. AND FIELD VERFIED IN AREAS OF PROPOSED PHASES 4 THROUGH 7 4. HORIZONTAL AND VERTICAL DATUM BASED ON U.S.C.G.S. DATUM 5. INLAND WETLANDS FIELD DELINEATED IN MARCH, 1992 BY JOHN IANNI OF HIGHLAND SOILS (WETLANDS FLAG #79 - #104) OTHER INLAND WETLANDS DELINEATED BY SOIL SCIENCE SERVICES AND FIELD LOCATED BY MESSIER h ASSOCIATES 6. MOBILE FACILITIES LOCATES JUNE, 1998 BY DESIGN PROFESSIONALSJNC. 7. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR. AND/OR AGENT AND THE DESIGN ENGINEER. t.l 8. ALL STUMPS TO BE CHIPPED OR BURIED ON SITE V 9. ESTIMATED QUANTITIES OF EXCAVATED SAND AND GRAVEL MATERIAL' PHASE 4 - 63.580 C Y PHASE 5 - 37,630 C.Y PHASE 6 = 34,880 C Y PHASE 7 = 34,800 C.Y. 10. EAST HARTFORD SAND do GRAVEL HAS RIGHTS OF ACCESS AND RIGHTS TO DRAIN ON THE ABUTTING PROPERTY OF THE K-F BRICK COMPANY. , 11. THE PROPOSED DRAINAGE DITCHES AS SHOWN ARE DESIGNED TO CONTROL GROUNDWATER FLOW AND STORMWATER RUNOFF 12. THE PROPOSE OF THIS MAP IS TO DEPICT THE LOCATION OF WETLAND FLAG NUMBERS 79 THROUGH 104, THE VARIOUS PHASE LIMITS, AND THE LOCATION OF THE NEWLY ' CONSTRUCTED DRIVEWAY 4- , vU' A i N/F~ � t� Maria Ellis M.D. 9. L/ a.a \A..n .. —1 J ot. r\Ii t I Ivlcuonu1LA u � 3 X t}y v art'.. , • I• .- ,._, .� .. ..k ,�. 'fit+ M j *r. Zzo Resurvey Prepared for: SHEET East Hartford Sand & Gravel 4 0 JohnFitch fiale.w llVl� �®�Revs�� / 8 `h Y aat SollSectiLL yr. Ye t ti. _ =,• :-• - r wi�M• Pr i' pc i , O c is A... .. .�', ,. r w 7 • '1: • r" X' °4 t. G. ,• `: ,, � - , �` -.h•'•.�. .n' „� c `ii �.. `.::. .'!•. .w .1t-�- A. �j g,,�•�, �' , .'17. '� -. - . 1" � a'� _ ,. 4 - -`• - - r .. - . ' •�` ,� x ... A�'�F+i!`''i r �.?� ��y� �.� Ir'4 <�I +fy � :•yil . � .,.�dF, t>'(•" $' L +�It L,• tt * SOILS LEGEND ` w ¢ C>? a 1. SET POSTS ANDJRE 2. STAPLE THE WIRE '.+ r! ANGLL PDS�S EXCAVATE A 6'.6' MESH FENCING TO LEGEND 5' UPSLOPE UPSLOPE FROM POSTS. THE ENO OF THEPOST IOR STABILPY POST FEIRON PIN TO BE SET iAND SELF - SYMBOL MAP UNIT NAME sCLEWING. EXISTING IRON PINN S\FSS12" MIN. EXIISTINGMONUMENMONUMENTT TO BE ETX287.3 EXISTING SPOT GRADEWETLANDS SOIL [� PROPOSED SPOT GRADE - -300- - EXISTING CONTOUR AND ELEVATION •.,7 e• + WdA N F / � 6'S \\ � \ - WALPOLE SANI�FOBRI UOMP�f'ES / \ E= PROPOSED CONTOUR AND ELEVATION -- - - SOIL XSO.7 EXISTING TREE LINE_ ¢ EXISTING UTILITY POLE NONWE ILANUS SOIL ( \ 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE LIMITS OF INLAND WETLANDS } 1 \ L VERIFIED FABRIC `\ R TO THE TRENCNC AND EXTEND TRENCH OCTOBER 18, 1999 NnA NINIGRET FINE SANDY LOAM, 0% TO 3% SLOPES ' � \ LIMIT OF REGULATED AREA BACKALL TEST BORING LOCATION '- h J tl- I' \ I'� COMPACTED TB 5 A.e,. ! /rn v / 11 X79,7 r� _ _ s •' , ,s, ,ifs �` ^' /, 4,1 / I X72.8 j \ \ \ I�� I l�Ell, I I III- V'41 IJI I-N/F��\,X79.0 \K-F RRIC'K ((�tu1P NY 1-111 Ir I /-STRAW BALE - \ \ .. ..-. , „ v. , v v . r„ , • , 1. EXCAVATE A TRENCH 4' V DEEP AND THE WIDTH OF A 11 2. PLACE AND STAKE STRAW S \ \ - _\� _ WdA CONSTRUCTION OF SYNTHETIC FILTER BARRIER STRAW BALE I BALES, TWO STAKES PER BALE. \ ` ` - S2 ~w ~ 60 _ ,.. Ili I 1 �I BINDING WE OR TWN6 LA'N 368,500 / ` ' - 4 + y \ / _ _ _ 3 7 \ 78 w '� c STAKE i+ :+ Tr l "� -- 76 - _ -- - N 368,5 .•'^" is ?`': �A,� � x4�, ,/•n*;a�1!� a. R r ACTIVE I X72.6 2. sH TER Y� X7 y7; °.•yµttikj` X �A Tf �a�,` CLAY PIT PRq,>o\ �� PAClQDSWAw t \moo\ �_ _ X 83.16 t '1► ATE EXTENT � � \�+Q/�. ~`� � \ � t •.G ,,r w� ... .:F .. .r w � Q � �iy�t}; PLAN VIEW COLIPACTEO BACKFlLL 9 >• -i., t ^'7i -i BO �- __ 4. BACKFTLL AND COMPACT R T8 ,� - - - - BETWEEN B3 WEDGE ALES TO CREATE I 1 .I ISTRAW'f SHOWNNCON THE UPHILL SIDE' ` 76 \ A CONTINUOUS BARRIER. 1 I' OF TkE BARRIER TO PRE- Y A X as ' ( 11 +' IS VENT PIPING ° F "+ \ ^ � � \ � � \ � ` ill i IIIt ",y. i1 '��K:; 71,bU t� 2 7 _..` , `� - -• \ `\\ \ _ ` - ~ �..;,., j c+: ".:;} y�,,t �w <r �,i +. 'pd ar fir`+i„'t S • . WdA Y. k �. Sg8 \ 1 tzl \ X71.9 )r 1 \ \ 1 _ , , ?Y, .. J Y y. 1 Y p T \ \ I M/�\� `\` \ 4' 3 f r /AOOPS�� \ \ 1 Wit NnA ` / \ \ �%SOC C VEYO 1 WA / \ ' tw =M,011 / .\��\ �/ � \ laWdA 4 �. Wti \ PHASE 4 _ - W� se P -'� I �I loll I �11111q,1� 1 CONVEYOR /3.3 6 / 1� /' \ w/L ��w 1 ORNw� w r P HAS PLAN VIEW I SIFTER 2� � � `G _ � / \ `. SILTATION BARRIER / h / AlA S� N f �F �/? (SEE79ETAIL) 2.1 C. , % N6`j�, •, r i, 7�6 $B' TEUR �C19 VIER ! _ P T�ko/ `' l ��4 ✓ / TB 3 WA ti / Op� *y �O 50 L. 62. CFTP - rE 7EI / ( 9/ 1 A 7 FL IN=62.�Z Tp ti10 �� 1 --B EXISTING FL OUT-62.47 - -'� _ - /` / 4 \ N. L' y ir- \ !1I A v ElI T �C +:1'E DRAINAGE SWALE / 'S. ��I T `( \ / rA \� \ ` A U l' III �I�I I III I III I 1 1 u N r l,l H 1 r I I t;I Nj61U ^ // / / \ ;\� l .. WA $7 '` r� 22p ° U U U U y ELEVATION AT POINT A SHOULD �� ' Wit n.10 1 TO BE HIGHER THAN ELEVATION AT K-F BRICK COMPANY }} 2.1 Ac.f/ /, - " - - = _ - - �D �� r ROH Rog �►\ cRoss SECTION _ i O TYPICAL HAYBALE -- - - SEE DETAIL ' --- --- WA / BALED HAY OR STRAW INSTALLATION not !o ;:�" WA A 81 \ \ ��^ PH�E' 7 X 8 Ta 2s> 1 ! 5 WETLANDS ON SITE \ 565,900 sq. ft. \ \ NIA 84 --- LIMIT OF REGULATED AREA (40• FROM WETLANDS OR 80' FROM WATERCOURSE, \ v WHICHEVER IS GREATER) \ A A AY -ma y V A RE VERIFIED OC ER 18, 1999 � JC t5 C l l� i _ , \ ` 84 AR A 45f ACRES / %----------- , o i 8 \\ o w N 367,500 SEDIMENTATION AND EROSION CONTROI NARRATIVE X 84 \ _ ; ` e PROJECT DESCRIPTION THE SITE IS LOCATED APPROXIMATELY 3000 FEET EAST OF JOHN FITCH BOULEVARD (RTE. 5) ABUTTING THE K-F BRICK COMPANY WITH ACTUAL LOT FRONTAGE ON STRONG ROAD. THE EXCAVATION AREA IS APPROXIMATELY 2200 FEET FROM STRONG ROAD. ACCESS TO THE SITE IS THROUGH THE K-F BRICKYARD VIA RTE. 5 WITH AN EXISTING GRAVEL DRIVE EXTENDING INTO THE SITE. THE EXISTING OPERATION IS CURRENTLY IN THE LAST OF THE FIRST THREE PHASES OF EXCAVATION UNDER A PREVIOUSLY APPROVED APPLICATION. THE TOTAL PROPOSED EXCAVATION FOR THIS APPLICATION WOULD TAKE PLACE IN FOUR PHASES WITH ESTIMATED QUANTITIES OF 20,000 CU. YDS. PER ANNUM REMOVED OVER THE NEXT 10 YEARS. NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2' X 2" X 36' WOODEN STAKES PER BALE. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 4. THE OWNER IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY ro vRvyc.RGD BYnPRVECT ENGNrPROPER LOCAL IV1V AGENT. IE ,CMINI1 Un. 9. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. TYPICAL EXCAVATION SEQUENCE 1. A LICENSED LAND SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING._ 2. " TALL r1AI6ALEJ IN CXISIING DRAINAGE VIII:M AJ JMVRIV VTV IMt I LAIVJ. 3. CLEAR AND GRUB AREA IN PHASE 4. 4. STRIP TOPSOIL AND STOCKPILE IN LOCATION AS SHOWN ON THE PLANS. RING SOIL STOCKPILE WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS, 5. EXCAVATE SAND AND GRAVEL MATERIAL FROM PHASE 4. CONSTRUCT DRAINAGE DITCH AS EXCAVATION PROGRESSES AND STABILIZE IMMEDIATELY. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS NEEDED. STOCKPILING AND SCREENING OPERATION TAKES PLACE IN PHASE 3 AREA AT THIS TIME. 6. SPREAD TOPSOIL. SEED AND MULCH PHASE 2 AREA. 7. THIS SEQUENCE SHALL BE FOLLOWED FOR EACH SUBSEQUENT PHASE AS OUTLINED. a 4 RESPONSIBLE PERSON(S) FOR IMPLEMENTATION OF SEDIMENTATION AND EROSION CONTROL: ' ARTHUR SILVESTRI �I 14 GILMAN STREET +: EAST HARTFORD, CT. 06108 r+ 5 TEL. 289-4347 rp� 11 REVISIONS II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY I LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE - t m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. �� { s' s 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 1-25-20crG mitigation plan yt , p w .� t '• BY A LICENSED LAND SURVEYOR PRIOR TO 2 10-18-19991 new road CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 7-20-1999 new contours " 1 • IMPRESSION SEAL AND ORIGINAL SIGNATURE -{ OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION RA RA RA BY THIS PLAN IS FOR SEDIMENTATION AND EROSION CONTROL ONLY, AND IS NOT TO BE USED FOR UTILITIES CONSTRUCTION. N /r WILLIAM V. PETRONE �� o i pa4 0+ X 1 0� N CO X 9 .7 T� / . 03, (TpTgO �• \ \ t Rocky VeilleuX S68 a 47 N/F - -- - -" - -- - -- - Maria Ellis M.D. & Kim McDonald '�;.. "�-f',i� •v ` '.,I� I 'f` l �r r�i +I+ '� �1�1,� 1•Ih' R, •s ltir T... •h ur _ �, ,.ier .a k+.'. Y w+,.'�fr �'f fi_:,?b �t S�:i•-'� A.a°�:; A • • I, • ., ':9 . M, ° �•' ' 7 � Asa '1,+w �4 T"%4 „ 1 St fe ��i'$,;'w' z Sp�, w �,.t {�' .� �c. 1 +f'Y• �'''S�, t ,.. +A y .. . �jy t r'+�,�• :I�1 , h '�f'fMi".li '�/'R 7`14, - - 860.291.8755 SEDIMENTATION & EROSION Resurvey Prepared for: SHEET GRAPHIC SCALE CONTROL PLAN 5° 2��&rof esign PHASES 4 THROUGH 7 East Hartford Sand Gra vel 5 ( IN FEET ; essionals, inc. DESIGN -•RA DRAWN.•RA CHECKED: RPM John ]notch 13oulevaIpd i inch = 100 ft. ! Civil Engineers Planners • Surveyors • CIS JOB NO.: 86-119 DATE,• Lune 7, 1998 8 165 south satellite road south windsor • Connecticut 06074 DRAWING NO.: 19981119NEWAB South Windsor Connecticut ■ 80 N/F K—F BRICK COMPANY �- CLAY PIT -\ � 0 ��EASTING ''' DRAINAGE SWALE PHASE 6 EXCAVATION -° x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS S rn LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE w INFORMATION. ALL EXISTING UTILITIES SHOULD E. BE FIELD VERIFIED PRIOR TO CONSTRUCTION. N(0 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 1-25-2000 new topography CONSTRUCTION. 1 7-20-1999 new contours 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER /SURVEYOR. NO. DATE DESCRIPTION W %` Y8 \ \ \ 76 \ STABILIZE —67-0— PHAS�r 3 AREA N/F \_-KjCK COMPANY CLAY PIT N /F_� K—F BRICK COMP LIMIT OF REGULATED AREA (40' FROM WETLANDS OR SO- FROM WATERCOURSE, WHICHEVER IS GREATER) N DRAINAGE SWALE 0 PHASE \`e N/F K—F BRICK COMPANY CLAY PIT N/F K—F BRICK COMPANY 1. TOTAL AREA OF PARCEL = 45 ACRES t REFER TO EXCAVATION PLANS FOR OVERALL SITE LAYOUT. 2. HORIZONTAL AND VERTICAL DATUM BASED ON U.S.C.G.S. DATUM. 3. CONTOUR LINES ARE AT TWO —FOOT INTERVALS. PROPOSED CONTOURS REPRESENT FINAL GRADES AT THE CONCLUSION OF EACH PHASE WITH A MINIMUM OF TWO FEET OF COVERAGE AND BANKS AT A SLOPE OF 3: 1. 4. ESTIMATED QUANTITIES OF EXCAVATED SAND AND GRAVEL MATERIAL: PHASE 5 = 37,630 C.Y. PHASE 6 = 34,880 C.Y. PHASE 7 = 34,800 C.Y. 5. EAST HARTFORD SAND & GRAVEL HAS RIGHTS OF ACCESS AND RIGHTS TO DRAIN ON THE ABUTTING PROPERTY OF THE K—F BRICK COMPANY. 6. THE PROPOSED DRAINAGE DITCHES AS SHOWN ARE DESIGNED TO CONTROL GROUNDWATER FLOW AND STORMWATER RUNOFF. 7. ALL TEMPORARY CULVERTS SHALL BE REMOVED AT THE COMPLETION OF PHASE 7 AND DRAINAGE SWALES AT TOE OF SLOPES FILLED IN. 8. HAYBALE CHECKS TO REMAIN IN PLACE UNTIL STABILIZATION OF ALL PHASES IS COMPLETE. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. RA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RA 12882 BY RICHARD P MARTEL LIC. No. GRAPHIC SCALE 100 0 50 100 200 Moog ( IN FEET ) 1 inch = 100 ft. LIMIT OF REGULATED AREA (40- FROM WETLANDS OR 80' FROM WATERCOURSE, WHICHEVER IS GREATER) 80 �8 50' DRAINAGE EASEMENT 1 IN FAVOR OF EAST HARTFORD SAND do GRAVEL i„• {r• i i -� ` EXISTING DRAINAGE SWALE 1 PHASE 7 EXCAVATION N/F K—F BRICK COMPANY i LIMIT OF REGULATED AREA (40' FROM WETLANDS OR 80' FROM WATERCOURSE, WHICHEVER IS GREATER) • EXISTING IRON PIN o MONUMENT TO BE SET • EXISTING MONUMENT X287.3 EXISTING SPOT GRADE PROPOSED SPOT GRADE - 300--- EXISTING CONTOUR AND ELEVATION X 84,5 --{IED- PROPOSED CONTOUR AND ELEVATION 4 EXISTING UTILITY POLE LIMITS OF INLAND WETLANDS LIMIT OF REGULATED AREA TB TFST BORING I OCATION SILTATION BARRIER N/F MAP REFERENCE WILLIAM V. PETRONE PLAN PREPARED FOR SPERRY WOOD CORPORATION, STRONG ROAD, SOUTH WINDSOR, CT. SCALE: 1"=100', OCTOBER,1986, BY PETERSEN & HOFFMAN, LAND SURVEYORS. 860 • 291 • 8755 n &rofessionals, Inc. I Civil Engineers • Planners • Surveyors • CIS 165 south satellite road south windsor Connecticut 06074 LIMIT OF REGULATED AREA (40' FROM WETLANDS OR 80' FROM WATERCOURSE, WHICHEVER IS GREATER) • EXISTING IRON PIN o MONUMENT TO BE SET • EXISTING MONUMENT X287.3 EXISTING SPOT GRADE PROPOSED SPOT GRADE - 300--- EXISTING CONTOUR AND ELEVATION X 84,5 --{IED- PROPOSED CONTOUR AND ELEVATION 4 EXISTING UTILITY POLE LIMITS OF INLAND WETLANDS LIMIT OF REGULATED AREA TB TFST BORING I OCATION SILTATION BARRIER N/F MAP REFERENCE WILLIAM V. PETRONE PLAN PREPARED FOR SPERRY WOOD CORPORATION, STRONG ROAD, SOUTH WINDSOR, CT. SCALE: 1"=100', OCTOBER,1986, BY PETERSEN & HOFFMAN, LAND SURVEYORS. 860 • 291 • 8755 n &rofessionals, Inc. I Civil Engineers • Planners • Surveyors • CIS 165 south satellite road south windsor Connecticut 06074 BOUNDARY SURVEY PHASING THROUGH PLAN Resurvey Prepared for: East Hartford Sand & Gravel'SI John Fitch Boule vamdl South Windsor Connecticut DE9GN.• RA DRAFVN RA CHECKED: RPM ✓oa No.: 86-119 DATE• June 7, 1998 DRAW!'NG NO.: 19981newcsbi/t/119-ph2 ,i �. -, ,iy..a;p 'p . ... r �..'ry'" .r . - ,.- .` -.. .. - n.. h, ,; .,.'�i p� . � � i7t• Vt�,.` ... � a, ... .. ,� �„ � '.. - " I 'Y. ,. , �. •,. .:....1 / ;(r. -, 4 • .-.•+ . 'Je'f f' :;<+ I, i- "'LS^i> �i;,•�' 7 �1 ��'a. . .�1 .,,, .7 -w. $.. .-, [+.,, ,t a !{...... .• a ' :,.'�� s,) ..., .? .r.'t+"v y} + •m. j�Y ��T`�.1*••I��Y.itM{. �Le •,�a ;t ,• ^F . ). �* d,.*.fy�r4 rii• . a , . - ': _ __--_ __—_�... _:,.�. � _-"; e,.�._.__—>da�::: _��_.:.:s ±��t-'_ .4e�C'._`=�---.rt s_a,-�»_.. .�-r.s _s-a�.�a+.z�_�rs_ -. r_:..aas--3:--_�:uca..r--.,..,.- .:sk.,_ _�•�._..�.-�_ �.r-�>+�v�..,.c��+'+'i3_.'1.t_�n=a.Srx.w_, e*_h+�e.^: An�.•.a�::: SHEET 6 1/ \\ R t / C JVEYOR_____. i \ , 65. PHASE4TURBANCE 3.3 Ac.± � t � TB \ 62.1 /\ U1).0 78 80 76 \ '� \ \ I 1 `t ETLA� S REATIOIV' i r_\ I 1 A N V i�•� 1 F \ A \ / \ / 1 \ / 1\ / V / \ / \ / \ / N(/ V 'XL \' // I—N% / � LOW t . �E.Rf ` 2.1 U•LVERT - - - _~ �I, of : t KAIY �� 4 5"CMF�r M :62.47 W/L f _ WA_ R(1-- roP S L W L 81 W/L 83 / / e / /L PH Ex/ 7n`t/L �g_ Vi e .- -TOP] J— I I I •______ _ �_ _ r I -TOP OIL v 117 R STORATIOrl"( a o u n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY A W 1 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD N cn BE FIELD VERIFIED PRIOR TO CONSTRUCTION. v r 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE \ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 2 1 1-14-00 1 12-14-99 NO DA TE REVISIONS enlarged areas revised plan DESCRIPTION LIMIT OF REGULATED AREA (40' FROM WETLANDS OR 80' FROM WATERCOURSE, WHICHEVER IS GREATER) THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20--300b--1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS C AND VERTICAL ACCURACY CLASS TD. RA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RA _ 12882 BY RICHARD P. MARTEL LIC. No. :a;,r `�'S' r.."'itr'�°, P .. A.->r vr�. •e;.y d( _ ,+ + vy ^7 z i4 r7►1A• 3:y'� 'e ` `h '•f•: , .. �( to ';, Mi4 <. 1 , r •,,, r$.' #�% {:'+ IP.. �rM', ti `!: ,, .%{ - Z , t:'a P.. �' ,.A:,. 'ul! .. _ . s, f._ .�S` LEGEND o IRON PIN TO BE SET EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT ,q _ X287.3 EXISTING SPOT GRADE F6M PROPOSED SPOT GRADE —300— EXISTING CONTOUR AND ELEVATION 3-00-1 PROPOSED CONTOUR AND ELEVATION 0 EXISTING UTILITY POLE, LIMITS OF INLAND WETLANDS�4F, LIMIT OF REGULATED AREA „• {;. �� ` �I k d1� i •{•IL''Li. j. L . TEST BORING LOCATION • l; i i'.i 1' .r +�4'II.1ii Fop ra �`�t' r fGGi„`1 °P ! MAP REFERENCE 1. PLAN PREPARED FOR SPERRY WOOD CORPORATION, STRONG ROAD, SOUTH WINDSOR, CT. ' W/L 102 SCALE: 1"=100', OCTOBER,1986, BY PETERSEN & HOFFMAN, LAND SURVEYORS. 2. "PROPERTY OF K—F BRICK COMPANY, INC." WETLAND MAP, STRONG ROAD, SOUTH WINDSOR, CONNECTICUT SCALE 1'=200', DATED DEC. 18, 1987, MESSIER & ASSOCIATES, ENGINEERS — SURVEYORS �. W/L 1 NOTES 103 W/L 104 1. TOTAL AREA OF PARCEL = 45 ACRES td ;y? 2. PROPERTY IS NOT LOCATED IN THE 100—YEAR FLOOD HAZARD ZONE AS PER SOUTH WINDSOR � COMMUNITY MAP —PANEL NUMBER 090036 0006 B. W/L 1 3. TOPOGRAPHIC INFORMATION TAKEN FROM A MAP PREPARED BY A.D.R. ASSOCIATES ry" ( INC. AND FIELD VERFIED IN AREAS OF PROPOSED PHASES 4 THROUGH 7. eaa ` 4. HORIZONTAL AND VERTICAL DATUM BASED ON U.S.C.G.S. DATUM ''•6 5. INLAND WETLANDS FIELD DELINEATED IN MARCH, 1992 BY JOHN IANNI OF HIGHLAND ? P" W/L 9 W/L 98 SOILS (WETLANDS FLAG #79 — #104). OTHER INLAND WETLANDS DELINEATED BY SOIL SCIENCE SERVICES AND FIELD ASSOCIATES LOCATED BY MESSIER & 6. MOBILE FACILITIES LOCATES JUNE, 1998 BY DESIGN PROFESSIONALS,INC 7. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. �' „_; a"•' 8. ALL STUMPS TO BE CHIPPED OR BURIED ON SITE 9. ESTIMATED QUANTITIES OF EXCAVATED SAND AND GRAVEL MATERIAL: PHASE 4 - 63,580 C.Y. / W/L 9 PHASE 5 - 37.630 C.Y. ` PHASE 6 = 34.880 C.Y. PHASE 7 = 34,800 C.Y.nW 10. EAST HARTFORD SAND & GRAVEL HAS RIGHTS OF ACCESS AND RIGHTS TO DRAIN ON THE ABUTTING PROPERTY OF THE K—F BRICK COMPANY.K *' / 11. THE PROPOSED DRAINAGE DITCHES AS SHOWN ARE DESIGNED TO CONTROL GROUNDWATER FLOW AND STORMWATER RUNOFF W/L 95 W��B 12. THE PROPOSE OF THIS MAP IS TO DEPICT THE LOCATION OF WETLAND FLAG NUMBERS 1 / 79 THROUGH 104; THE VARIOUS PHASE LIMITS, AND THE LOCATION OF THE NEWLY CONSTRUCTED DRIVEWAY. J � x•- '1 WETLANDS RESTORATION AREA = 57,650 SgFt 1.3 Ac93 ( THIS AREA WILL BE OVEREXCA`✓ATED TO APPROXIMATELY ELEVATION 78.0' AND LINED WITH ROUGHLY V OF SEMI -PERVIOUS MATERIALS (SILTY CLAY)("THE LINER"). /- APPROXIMATELY 8"-20" OF SANDY SOILS WILL BE PLACED ON THE LINER, FOLLOWED c WITH 0"-10" OF ORGANICALLY ENRICHED TOPSOILS. THE FINAL GRADE WILL BE 82.0t' p MICROTOPOGRAPHY ELEMENTS WILL BE INCORPORATED USING THE 82.0' BASE ELEVATION A 12" EARTHERN BERM 8'-12' WIDE, WILL BE CONSTRUCTED ALONG THE NORTHERN AND WESTERN EDGE OF THE AREA.«" WETLANDS CREATION AREA = 67,140 SgFt 1.54 Ac /' J THIS AREA WILL BE DRESSED WITH 6" OF ORGANICALLY ENRICHED TOPSOIL. •" W/ �l RUN ' O O aa4 O AREAE= 19 600 S Ft 0.45 Ac "•. ��. g V/L 89 KEEP A MAXIMUM SLOPE OF 3 TO 1. /L 90 AREA OF NON -DISTURBANCE BUFFER AREA = 19,870 SgFt 0.45 Ac . t ; 4, PLANTING SCHEDULE WETLANDS RESTORATION AREA ` SEE TABLES 1, 2, 3, & 4 OF A REPORT BY REMA ECOLOGICAL SERVICES, ENTITLED 3� "WETLAND MITIGATION PLAN" DATED, DECEMBER 15, 1999 (THE REMA REPORT). ADDITIONAL NOTES & SPECIFICATIONS ARE INCLUDED IN THE "REMA REPORT." WETLANDS MITIGATION AREA z~, SEE TABLES 4, 5, & 6 OF THE REMA REPORT (SEE WETLAND RFSTORATION NOTES) ADDITIONAL NOTES & SPECIFICATIONS ARE INCLUDED IN THE "REMA REPORT" ' SLOPE AREA THIS AREA WILL NOT BE DRESSED WITH TOPSOIL & WILL BE SEEDED WITH WARM SEASON GRASSES & OTHER HERBACIOUS PLANTS TYPICAL TO A SANDPLAIN ,.' ,k COMMUNITY. SEE TABLE 7 OF THE REMA REPORT. //,� C T //�\ �1,\ `^ //��'t,\ 1l I A F) T I- � I NON -DISTURBANCE AREA 1 -'. •. P \II I I \I l l 11 \I Y Y I._ I I t/ \ 1 V LJ �J �l I V 1 �.J I I L. c•rr 'torn r o nr n r nrun nrnnnr rnn ni ru,nc, can, rni ,i •J�: •.'5� JLC IHOLG O Or 1HE REM H mr-rum 1 rum PLAIN IIIVhJ Jl.r1LUULL. ,] 565,900 S C� , ADDITIONAL NOTES & SPECIFICATIONS ARE INCLUDED IN THE 'REMA REPORT." rx 'is Q 13.O ± C GENERAL NOTE: : � 1 • ELEVATIONS & CONTOURING WITHIN WETLANDS MITIGATION AREA COULD BE REVISED FOLLOWING EXPLORATORY BORING. THE INTENT IS TO CREATE THE R ,, APPROPRIATE HYDROLOGIC REGIMES FOR THE CREATION OF WET MEADOW, SHALLOW Abe . MARSH, DEEP MARSH, AND SHRUB SWAMP COMMUNITIES. x,rt X 8'I - - ---_� - t ty t 41 / r • a �• r i �.0 , 8 3,0\ � *.'. 4��.'�r� � d ,.. .. t � � a ♦♦te�r;;} 'Pq ', F. �• ,x � '!i„ 1 :, � 1 \ \ -- WAY--,�.MYC. � �° -� f .: ^'Sz � 11r • •%'-�9�°d, \ \ FIEL VERIFIED K . 1 + \ i�,i , -_,3Y 4 , *' ' p`• -t. I c� a �' .. \ OCT BER 18, 1999 �.� r �,. �~ . • ly `•+ �•tti ?�•ix Mr� 4, } r� a��'^�r'��f1r \ t..' ` .� ' m 860.291 • 8755 DATA ACCUMULATION Prepared For _ SHEET GRAPHIC SCALE ■ MITIGATION PLAN East Hartford Sand & Gra vel 40 0 20 40 so a s' g n PHASES 4 THROUGH 7 r ,N FF> , &rofesslonals, inc. DES/GN. RA DRAWN: RA CHECKED: RJA �itr,l�i , Wflot(r i Tkmmilpwn)ir l ; uuvs•uuuw v u,.ru 1 inch = 40 ft. I Civil Engineers • Planners • Surveyors • CIS JOB NO.: 9 9-119 DA TE: Oct. 20, 199-9 165 south satellite road south windsor connecticut 06074 DRAWING NO.: 119NEWAS South Windsor Connecticut .., �:,, .r :.a- .- �,. �L'. .. . .. '�'.: ''•'?s^ ... YHR. �!Y ,.. Y h. 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