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01-08P_EAST HARTFORD SAND & GRAVEL_JOHN FITCH BOULEVARD
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"n ,' - . ,y , : x�s� ,� , , _" :mac ,: T r1E��E DRAWIN66 ARE THE PROPERTY OF DESIGN PROf�SSIONALS, ING , AND HAVE BEEN yip N_ ,A {„/ - `,, C id. .�,.�; a �.t. 1 ] i -y'. %. y',' �. - :.. t f -�', � � r"% PREPARED SPELIFIGALLY FOR THE OWNER APPLICANT OR HI PROX-6T THEY ARL NOT ,, i 1 y ,' t ., , - + . , SUBJECT TO STATUTOR r DIV1510N TO i3F USED FOR ANY OTHER PURPOSE OR �Y ANY OTtiT� PERSON OR. PEK50N�� °�_ ":r.' 1 .; q. a�` �,^"w' :, ' _1 .7,'�V,.,•"4i f, l„-`l `� ..4� � :;, '•t'' : j- APRIL 7997 WITHaT THE EXPRESS WRITTEN PERMISSION OF PE51E-�N PRO ESSIONALS, INC :'jb.. ;-' � : ,(_y ,"�,41,r`,,iyF '•t•' }, ; ,�,.r..��r, a ,r,+tv . :t;: •rl+;1 ; 4l c S>:. `, . ' �q - 1 • . Y`": . ai,r - - t.:"�'•✓S.:IC♦f Yf c' •!1 :.tom, rJ:_ _i w�< ♦'`J •-.. ,'.;a vli"'•F.K, f .,(�.. + .Y G 1.�, ,i-i ... '.• `4.:i. v.. 'K' X ,,.'• raR{Y' li',+ ^ f�a �, x r,.4 .. S ATI MPRFSS . ". "�' .+ A : . s _;� A ►.x . c �., _ 4 �y 5 NV ID UNIT I t3EAR ORK7INAL IC�i`I JRF AND I ION 5E Ai h, ram, , .'' t�s , . =>.>r {'*,-.,�� rnl PI1W IS I AL ss r S rl1F t 1 rr 1: Fat a:i• :. ;ay' •cr sa , T 55 7 ,:•'^ < t' ON NCI R OR VEYOR .?k-; , 1 e,, �• , .r �. .. . OF t1E PROf� I AL. E NEE StJR rr' k1.1 1 r • !i l a ii, ry- t , y�, .J , �,, ." . ti; :1 a.- 1.: ,' y .F� (` 1 l'. 11 1+y1 b y i� t l -1� , i . + vtle ; . ,." � n r %t a t `S'r M', ast _ . , ..1.. .�._ , .. ;.__ , . ,.-- : �„ ,.: __.1G, : n�» � ,?s'e ..R,,. .,..- . �: c9f,w , tk .., .r a , _ . MAP LOT N/F ABUTTER 86 1 LYNDA TOMEL 434 STRONG ROAD 86 2 ENET Y. SILVESTRI 14 GILMAN STREET ['ACT tJAQTC^0n r`T A,21I A0 Gr9JI F7fARIFVf[U, 1,I. VVIVV 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 703 SANDSTONE DRIVE 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 & MARTHA FALCONE 661 STRONG ROAD 97 7 K-F BRICK CO., INC. 1440 JOHN FI TCH BLVD. 109 8 SPERRY WOOD LTD. PARTNERSHIP N. GROVER ROAD P.O. BOX 683 SIMSBURY, CT. 06070 - . .. 9 d .:- . L w N .r , . t <T , v t 1 w i t r w g a R 6 yF ti t , `I s . R l n4' . - .. _ ... �. _ .. .. �.. __. .. .._, .. ., :. .: ., _ � �- , Wig, $' ,4. r _ .. t ���[io.+3'4►� 71:�a�r sr k, ' WR• 3it. .�r ;].& tt�Fil.'<.'it. 'xk. ,t �..K_ t •. �+ . . ',r.. ..,, _..,..,_ ,>. Fig„ ',., ., r �i 7 . ir.'a.. k 1 rt ! ` Y t.. ,��,j �r1 ` 3 L - iIDiLa� ♦ :• 86-2* PARCEL "B" AREA = 18 ACRESt S� i 87- 29 87-1 87-2 87-7 i • 87-5 p Q, �/ 87-4 87-3 Al 4�� 87-12 / 87-16 �� STRONG ROAD oP� 87-26 87-27 $p�`O� G O N/V �.,. ,t eaoriar.ars u4$ �,°�`dpl sE cf° 4 ,o - ((.Lw �r V7-1i = OT , �� O a6t 4(( � `,,;`s�� r , C? lllll °' <,<,% 'N AL E ,,, SHEET INDEX I KEY MAP `�j 2 BOUNDARY PLAN 3 0TV EXISTING CONDITIONS• `- � �* 4 EXCAVATION PLAN �,� ,. �119t 5 SEDIMENTATION & 'r;'w EROSION �n�i Tani pi n �� \✓ \J 1 V 1 1\ \J L_ I LL r-\ 1 V 6 PHASING PLAN . THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300B-1 THRU 20-30OB-20 OF THE M I T I G A T I 0 N P L A N 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 8 P R 0 F I L E P L A, N 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 THE BEST Of MY KNO ED AND BELIEF, THFS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. • 12882 .t DECEMBER 18, 1998 ` ec .. ,r• S HEET 1 --- - - RICHARD P. MARTEI. I N LC. o 3' k ;� r: . +s Revlse 1 2 00 3 ��= r t a . _ : i > ,. .. . ",4 {,. ?:.: ,sat. , .,-s %' y : n o . ,OF•' ' .. „ 's [ , f . °: .. _. ; 4 44,: £k w".'� . r r .. ,X•* Y.P .a, .v a M•' :. ...: ... , .,.., w. 4 .. -t .. •": �r yt" . t T Y t• a A MMII - r .1, i v r1 . r •1 a 1' '4 ' r ,• _ x, a' �i ri fi,. v - t i .>if l�1 r -.z, :< ;. +. one.,: ti. t wat�°�#' , ',.'.3 n , ..+' '_ , � sir, , t 91` It 'b r +yid , rir • C W'.. . I r,f'; t'!�Y . �ri, i `i+i-+•":�'r�'.t . �r�s. w. ?At ..� � '. I -*.�w, " �� I � '. __ � . I . ___ c I t 'd .. ',. . . . . . . . . . . . 1019 r 1000- w W" 4 r: .� -s r L < 'r r r~_,�,, �- •, itt. .: ,34. " :w ., .i ( .; .. .' - , .er:• 11 i' i. r . • ,fs', �!5!+3,1A `A#�_., 0 - �, 2". - w ,. �- Tt � IINOWIIINII" . - ,.4,.... _ � __ - �*.7--1%%, ik '�s6 '` M ft��� I, . . ,..: •s` s ti '.G' n. "t' . '.la - - -�a° 'r;1. 4*45V,41��If .,q •. _ � - ..L n. kr r..- ♦ ai'.. •`b" . :t 1r x '�,l:I . . I :•i cR� ±k� rd�._ N T �:t 0 ES R•i:f �� ,± _,t .*:--e"t G ,fir,'-'•yt".,ta. y'. q.r F^.' , ._ yc L. - ':_;. "� J iE *' ./ � '�F' S � r 5, ' R "i i, ja �i • 1 � . -w , - - _. , r•r'r� ,d, '.. �. ' " A n ., 1 AI I AA WWII IAA �I\ITA TI n►.I �nl lnln n0 QC: IC nDDI(`T�FI LJCDCnKI '' - R' - - - i' •i`' ^ - ,7 y "' - i I t1 L L IVI V I V V IVI l_ I V I n I I V I V 1 lJ V I V V V I\ J 1 I 1 1 1 I I ,,. _ .1 _ -d• ..,.- .;,t... t ',t��T .�y� a ,� �: -�' " ••ak. Ty.�s, '.Zs _ - L J Vl_ V LV LI\LVIV. 4. (5ti4?�1( 9 i1,r ?�,r r j Y r t r` t r kk� q/:*�,♦ li t^ :"�i I' : 4 ii.t'iS• FiAv9e� �4�r <J .f •ice ! K', - i _ . 4 y . .ram :1 i '...r. .„) �1 t -�'y' t ` "L'Y •�} t�'ti , S�'.3y t ' „�;^'I.c . >. •�' • t - - . - - r% J s. w. ' t, 5 a THIS PARCEL OF LAND OF ENET Y. SILVESTRI HAS A RIGHT OF TRAVEL FROM 'r tr:+ u� �t 1�7R i, ��: 6 / , t� ;may' •i ; r•T!r 2 "fir. ,,t. ..4a. y s >• , � .,* 6\ _t A. ,*,'' ' U.S. RTE. 5 OVER LAND OF K.F. BRICK. i '!r � I W 11 ,�4't'rtp�y- ' ��, Wit: � / ,� .? - :. S' ♦ ` .' r r,.;, �T,k 'S,.i: y,t -� .e . j t� { F Ft �` '�t ; �i�41, Y } r)r r t., / b* '+' xa r tc �TyF i 3 > t ♦_��'r` , `. -ir: t :�bFf''' iF+:t, ,!'. j J:o `,r t`, ,.• - `f -�`'. L���E•. 1Itl r 1.'° '?'.4 •.rT 7jt, :; .- •Y•L - . .. �- , I.., q{w',r`. P '?I ,',. - A rt, 1. 1. . J' •}. _,ry'il'..[•'r `.,, , •.} 't�:. Lr\ r',' 1 _ �, 4yt N/F ,, ..�_: ,,. k . '� - ;;, y MAP REFERENCE I�r�c gyp, ,ix';:i r•1. 1.,. ".r,•r.?m 5-t \ .�_. ,, rt. , - r- •: �,4:. 5.' • •• %�• :,�, K-F Brick Co., (nc. ,# el ` ., , , e . �\ 1. PROPERTY OF SPERRY WOOD CORPORATION, STRONG ROAD, SOUTH WINDSOR, CT.; c� f .. 4 } i• � r "' ,' J `"`a • <n 1 - r ; ♦ SCALE: 1 "=100'; OCT., 1986; SHEET 2 OF 2; BY PETERSEN & HOFFMAN. f x ram. f ', / 1p, r. ,`rfr tl.'� 'f 1 O trl i `` n , ;t 4 .., s 00 ,� ;K \ �' 2. MITCHELL 4 LOT SUBDIVISION, STRONG ROAD, SOUTH WINDSOR, CT.; SCALE: 1 =40 ; `1,,,�< :gip` �, ' -'. ci DATE: 1-23-84; REV. TO 2-06-85; SHEET 2 & 3 OF 7• BY PAGE ENGINEERING. .,fit s, L% r , , 1e„ .,, }..< . tir a � �l / ^,>.� r 4 Ii f r�tb 8 ♦ 2''1.6 T. 3. PLAN FOR ROBERT E. BENSON, SOUTH WINDSOR, CT.; SCALE: 1 =40 ; SEPT., 1977; / ��'• BY PETERSEN & HOFFMAN. ti .-• i t 1 ' , ,r '' "' K-F Brick Co., Inc. ( 4. PROPERTY OF JOSEPH PRANKUS, WEST ROAD, SOUTH WINDSOR, CT.; SCALE 1 "=50' ;,' . , SEPTEMBER 1956• BY MORTON S. FINE. ♦\ > :, �':� . ii; l♦ Y�' r+ ,,r , \ 5. MAP PREPARED FOR AUTHUR SILVESTRI, STRONG ROAD, SOUTH WINDSOR, CT.; 1. y {'+i 4 `�` `'� �``' - \ \ ^ DATE: NOV. 1988; SCALE: 1 "=100'; BY DESIGN PROFESSIONALS, INC. \ 6. STATUTORY DIVISION MAP - INDEPENDENT RESURVEY PREPARD FOR: ARTHUR SILVESTRI; :'d ?>;' �• �,'-;"'"'t' r °. �,, FOR PROPERTY LOCATED : STRONG ROAD, SOUTH WINDSOR, CT.; DATED 4--09-97; N ,' R , . :, �•'': ,-a . " ' 'i ```�� ,S, `� PREPARED BY DESIGN PROFESSIONALS, INC. _� �.Y yb .: i a §: tit xi. :'' r ,r., \ J6�s ♦ \ yes R f. 4�' C'> J O , \`` '• , `C] `r f- r r -r C `} tit �� r fi ~ ^ °, r \\ r i.i . -Y I% \ It r6 �l�4 v a ''4 - s M J \ ' v w g �75 4, �,A` , 6 i' 4 i y r L ( , ,". -1 1'' S ' .K ' . . .. t "'Y Y , +�. y '-' t y x S T j: f e' T', �' a s �`11 IN. n �k eta -` �t ,� t,. ' r r , s < l ' { M ' \ r . Iif. :T , ,1 �..! f 4 , ' tom; , �� \ \ �`✓ 4sz 'lV!, i 4' r y `,�S\ r".1 , f. _ , c ' �r J " rr,M } x f ;. • 4 cr ti '`a J .. _ �i �`� 1. ,e _ ` - , -�a , � . 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Petrone - r f ' "'I yk�,"`�y'j•'$ Y�' r ° (M,gt•7 t j9:µ •iE r-;'t'i ,t r `v , G,r , ,; _ - r.. +'.r' i I i 1, ll iI ht�¢�`} :,, ;,�•�e dv ��� �1• tGlwft��} t c xj� ^t. r a ��,r., / ;y � - ' >,x 4,,. r> r #j 1 S : Y 'F! . , 1 e, �F' ' f IY j few k Y' y� , 4�1 ''�.'Ar.t4'i X.,1 }p,fgtll. !S S ,`y tiN ' .sS '' �<Ya1. y4 I .i - r y a` �.}`g, y � M1 ' 4 w. * % ? t .r rs r� a R r 7��r, �" � `` \ F i ,. ,�- ':.I•i1''tlw; hiti ;t,'.'K'..1'��`11"..0,; ,;• i�•_ ..a-ae ,,'.:y. :-� .T. �h•! .r�"i',A Y .ul. 'r, r. 7� ,l � �' i�• •� •�' j AREA R= ``I,G't Jt.y'�. �•,' �� K. ? � *H 1 �}L '► f ,, 1'L i'N {. t..} I� _. ; ,t,t _ • ; ` __ _ ,>. •� •,. RI 4: 4M y I - L 1' i it 1. r f,,'. '� _ '4`• 1r. r 'r . !' `5'`' ', _b• a, r1 . 7 �.' k::�Y t ry r �. , - 'r b ''•eta ii • 'K� r'. �'� ��?t' y I . c, t _ i, ' { '6to 'Y g. 4 'e's, - t t ,. r' f i _ - ~- • ... N /F I ., Rocky Veilleux \ a. ` ro e \ �9 a , ' : ri, ; t Maria Ellis M.D. ti. _ _ _ ,} ,y cP 1 x �-, ,�,,,,' f Y T} , v r r a j �,'' ,x r' 4:1. 7 �r1. &Kim McDonald '`\ - • y: x _ .� 1'1. ,'* Ill. - Arm < S � . i + , Y d. br -• .. a t. _ , . ,, - _-�,-.a, ' \ ♦ V .I�A1 .i: x+t•�r c. .r r r t�< 4 • s 1t r.- ,. - , ` - �i 1- -', , 'r l Y , L s T, µ ; i - . �r� . . . / r,r.�r"• :aK �r r . �(a r. � iT 7 •¢l +. +'•'r.. . 4 I. �� -�r•! j a Alt '� 5'lf ov 't' ,' "� i e rc + 1 r ti 1 k y 5 ,.' • M r r r, a-, ., r N /F \ t t d i-T,.r,� , , 4 , i {'�`; � f2 i�- 1 - p� - �, �;� r �'' `� '= s 4 ` Y John J. Mitchell �� ,, ,•, et al T i x I, UNLESS OTHERWISE NOTED, EXISTING UTILITY o "3 � LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE � INFORMATION. ALL EXISTING UTILITIES SHOULD � a BE FIELD VERIFIED PRIOR TO CONSTRUCTION. "> 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. \. � REVISIONS - THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE w17H SECTIONS 20-300b-t THRU 20-3Upb e"U i iFiO'291 B'S� SHEET - PE"URVE`�' PREPARED FOR• - NO. I DA TE I DESCRIPTION I BY OF THE REGULATIONS OF CONNECTICUT STATE_ AGENCIES - STANDARDS FOR SURVEYS AND MAP5 IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL- ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE i00 0 50 100 200 ( IN FEET ) i inch = 100 M &esign rof essionals, inc. ! 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C) • NQ � t)' o C' . 2' PLAN PREPARED FQR SPERRY WOOD CORPORATION, STRONG ROAD, SOUTH WINDSOR, CT I + ,'" c' i ' z ` * w . �' SCALE: 1"=100', OCTOBER,1986, BY PETERSEN & HOFFMAN, LAND SURVEYORS. + rx ��i� ti ;,, .a ,... , ,� M•. . .. • j ��•: "rs.R+. �raT+1I aLL '+' a $,,...A,�,�„ �rl. -iiS.ex r P.i'n�', 4y r _✓ t. 'J1 - -' T 4 , Ix 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 °_'� 11 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN I LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC g " N INFORMATION. ALL EXISTING UTILITIES SHOULD .L1n It IS AN INDEPENDENT RESURVEY CONFQRMING TO HORIZONTAL ACCURACY CI ASS A-2 AND VERTICAL AF FIFID VERIFIED PRIOR TO CONSTRUCTION, u ry /..cc ,,, (,1 Al, \>V flA4 , VLP\JJ I V. m 2. ALL UTILITIES ARE TO BE STAKED IN 7HE FIELD 3 1-25-� , =\� mitigation plan RA BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. CONSTRUCTION. 2 10-18--1999 new road RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 7-20-1999 new contours RA __ _-_---.- -- --12882- IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL I IC. No. CF rEF PROFESSIONAL CNC!NFER,'SURVEYOR. NO DATE DESCRIPTION BY _.. _ , �1Ln"•. :r".a •4' .T� g fr ,Xhq , R i J _ - /� -__ � X a`'. --� / ` 84 - LiMi T OF REGULATED AREA __ f (40' FROM WETLANDS OR __ 80' FROM WATERCOURSE, \` � 1 � / WHICHEVER IS GREATER) � �� / /\ - 8.SU\\ A'r / / / \ I , \ \ _ OC ERR18E01999 X 84.5 �� 1 ♦♦�� N /F ♦ WILLIAM V. PETRONE / �� X .1 gib / X 9 ,7 \ \�\ / 6 \ \ \ / ., t< w/L 90 � N8 j-. 700 ��226.W ra MO,� �84 i / N 368,500 .'\ \\ \ AREA �45f ACRES \ \ \ \ \\ In __ \\ - � \ \ i`i N 3Cy,5y 0 \\ \ �/ ---• - -- \� \ 27)2 pia lrorg4) r \ \ / N /F R cky Veilleux OWNER / APPLICANT ARTHUR SILVESTRI 724 STRONG ROAD SOUTH WINDSOR, CONNECTICUT 06074 TEL. 289-4347 • 1 16' ., n. . - 6s •r < i l s. . - s +s 'f t I ,rl - k 4- .< v _ C IRON PIN TO BE SET • EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT X287.3 EXISTING SPOT GRADE � PROPOSED SPOT GRADE -300 - - EXISTING CONTOUR AND ELEVATION ® PROPOSED CONTOUR AND ELEVATION b EXISTING UTILITY POLE ' LIMITS OF INLAND WETLANDS �- - LIMIT OF REGULATED AREA TEST BORING LOCATION MAP REFERENCE 1. PLAN PREPARED FOR SPERRY WOOD CORPORATION. STRONG ROAD, SOUTH WINDSOR, CT. 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 HAZAPD ZONE AS PER SOUTH WINDSOR COMMUNITY MAP -PANEL NUMBER 090036 0006 B. 3, TOP^C{?ADHIC INC�D,u, LTI[V,I TA,1`E,AJ1 C0 A LAD DPEPARED BY A D R ACiwv1A, I-, INC. AND FIELD VERFIEO 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 SGENCE 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. 10. EAST HARTFORD 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 UMITS, AND THE LOCATION OF THE NEWLY CONSTRUCTED DRIVEWAY. ♦ \ `6 j2s`\ r 4�7 )28r'yY j /�I , _ _. - / // S68 S99 >), 00 . 4� N/F~ �` Maria Ellis M.D. & Kim McDonald \ 860 29 t 8755 EXISTING CONDITION S GRAPHIC SCALE ,00 0 50 100 200 ill p�ian Boundary Survev - -- ( IN FEET ) r o f e s s i o n a l s, Inc . DESIGN.' RA DRA WN.- RA CHECKED: RPM 1 inch = 100 ft. I Civil Engineers • Planners • Surveyors • CIS ✓OB NO. 86-119 DA7F- June 7, 1998_ J_ ' 65 SOUth satellite : • south Windsor - Connecticut 06074 DRAW/NG NO.: 1998,�119NEWAS . . , '. r'y,, y 1F F .-Z. - I. 1 ..��- .. r. : ! ��' 7 �i. .�f:9 c ) Y y ; fa. ' r ^+ v:. a w r ' 9 - `1' I r V '1" �t''I, iG. r ! 'Y ,I~ I 4 F. ''t'. r, , •ivc • tF 1' � �iy l 't. •'S a.•. t , a , "J ' o. - i, J r e L'; y fk t R . r >f- i l' } \,� r• >,1§., ix C§ �� t "�R \ `. r' Resurvey Prepared for: SHEET East Hartford Sand & OIra vet a .a pia ° � _�'�_ F ,�, ,.: rt t• ®>snt�a `lila��r •T ',.-�:.'}®RiIlfl��$a�anit �i"�' cr:���a � 1 .., _,"<,... � . h,,: ,..._. , \. ems. ".. Y, . _ - �.zt , �. , x .. s�:�r.,��r „:>L�m. ,��. s.� ., .�,.,...�'a.a _. - ,. �a,..�T.. ;�; �...y��s d 7 ,. is 41 .. .I .R' t •• _ A.75 .., !' .,:.. ,.. : `r , .. - •. .' .tip ..L F ... .� r „ _ n •: L _ - - . _ t. .- - .. ^ . x�• , . .. i . . F , . �P .f d f� t .,, ? 4 .iy 6 , • , �a, i „i .! `.ii gyp, - : 9,'•'k•+;•. y4:>i+. ".`!` "fir.,, , •'i .t'f'- ti&' '' , 9} _. „. ^"�S �: 'S k /y/. i.ro*.a ., t-•• S , '.: y'-'S'r 7Fus..ti:,,{ ,. ,a... ,1,.', w „y 11wi, •• .• '.1.. :n . -a�,.' f•J Y : N r ,. i .., 'c, }. 1. � =" a•'. - ;t, +; •:rS 't:'�'�'- ;'`"i, 4 ,., fi '; . r .,ram . '� "^ :f �. ,, .. -. '% �r '1M`. y i:. 1r1. N:' _M(.• , i' 1 , . W k tt i - r` n i. i` r _ rij ,{d `ram'`•' :; ,��- �r, ����•� sr ,.1�.-'%.Z i 'a11 % 'dtt '+•.. ;`r. -Yh.: `<TS�;' r, :•t 1:•' Y: ',. IQ a ••y '•'s •�,,, -.., F.-�yi♦ ,h•{.f4� p �•'•4 ,.',L[; .5. -. 1:; '.. - e •.r'a - O Ir - a , 3 l ii�a ,4 .s •r9K ., 9._ ` ". T • ,g'�T'' ,r 3t t k':., y Mrs r., : ' - ra. ', + •J'Jt` ,� Y • 3 try, ,,, /.>11 _�.G , - , f" }.. ~ : .i ,� It!k, "'.lt, ' .�� 9 ;��'♦4 r r, f�._ .� ' xti;`s .1" '•Y �.,., ' w•T, ,l• � � - _ J 0 .. , ti "'! : I - \ - . LEGEND �.... }I:A,.• J '..., i' lv�. #" •T,• t.• r. f�tt •: �4`;, ' lS.. „`•.�`„+ 1�1.} �°'+ yl, _ :ti'', ,,.irk,•- Vi. , \4i \ , - � 4" TOPSOIL AND SEED t`�;_';, ; °' _ Y '� _* , s' sn o IRON PIN TO BE SET ,.,., IGt� ,' ,� 'ee ,,.� r'd. 't• t_ ,j{;, "'>i.'•:. yd,t!"f, •r �y a Z^T',' t4'..`K�, n�n•w-:.' ' '- H�, i'; i a / ' � ,, 1+ : \ \C� EXISTING IRON PIN ,fy`t'' "' k s y,� , %f ' �t ��' `' x` 'tp` I ''' ',nt• `.+,1 ;, 4. �`\ �r66, s\ o MONUMENT TO BE SET g x� r .M, - E `qhr i� H �A ' s�• .. yAa I + j yr � � r �'. � � h , `S6'j OR/� +n.h _47!4'' "";; •` \r 'n av`� 7'S ,i'r-"�-- ? y,"L a-# ?�i4' i4� t yl, .r •:. - I ' � .� t� �.NA � 4.Y' ,. r. "Ir' ``�� 'Y 3'•� ■ EXISTING MONUMENT 1. r`�+`� J rp,,,r' r ,t + ' `�i' , \\ x287 3 EXISTING SPOT GRADE a. •�11 !i/ I`.,+C 1 a e n�? re) N /F ^!` ^s '` v ` /;.' 1 w •,a.. / 46 is \ \ , rT # ,. ,,t " rtI. +. "b' � ' P `"," �, - \ NATIVE SOIL [ PROPOSED SPOT GRADE _$+ Y�,�,ti''•." , ` ,;:y,•'�j•'!� k� sty ��' ex� • ,( { :ft'+•, K—F BRICK; COMPANY ',.._ C•r, \\ - - - EXISTING CONTOUR AND ELEVATION tipp :xj 'r ,.t , ;} G •, .. ode +� 3 Ttt ti�}t :. < �1 !k. Y= . . ,' , t • ' 1 ,p'11' i `i ,N-[, '.• 3... \ ,f Ya+.., tl` ,y , \ ` \ X � PROPOSED CONTOUR AND ELEVATION ." w \ {1� °+ 'S • w i � :�., �! ' } 'r �t,•� s `i1w ), 4 }i �fi r f \ EXISTING TREE LINE I ,,;= ' � , .r. "� *4: • �, / cti • ; tt r ' i s, 4" �, \ I \ \ I L V�RIFIEO ¢ EXISTING UTILITY POLE � a ,<.,. fttl .',iYf, S1,K'Syy , L.N K C,' Wit,��f. tY 1�� I .{ yy ,,yyam'" :4� yy, r 'yam ' �dr t yi j: ! M� a� t ,�� yJ. t:: r�'It t` • , I \ f� OCTOBER ts. t9� LIMITS OF INLAND WETLANDS " i?�,•C1 vw t rr'�. �_,,•n fx dk r' }• rrii•` ,,, �,, �,_` b;f. ,� ' __ , � PERMANENT SLOPE RESTORATION \��-- LIMIT OF REGULATED AREA .. , 4, ' ra s t '�`^ fj 1a r.M -i I \\\\ / \ NOT TO SCALE 'a I �! L)7Ljt2 t"J w~ CX11. LlJ[lt d.3Q'C a ; a+ _ r .'q / �n ! \ , \ TEST BORING LOCATION Tv* 1411� 1 : � ' • A, t aa-. t.,�0rl r,l�'AN h'rCN•_IE A[WT t 4�'MIO$',1�. t at�l1�� r r�•.: ",,i �rr,�• �. s,:. NI v: \ \ � / X79.7 ' ,( I rr, i t? r / , I /111111 fff�� YJ;' AREA' Q_:EbG(+; 54a25t1 >.. w :�ti *. Cb p, / w r dR 1Eri ., ., :•, s e, 1Q 6. T: tt � to, S7 I I ';.. .r ,r �1( ' , ;r .� E tt r Z. I r•�,'' -,ti { 4,i x72.s1`�.. \ \ 1 N/F 1t i•,,;,T r•;) �, lx '- ,- ,r �,, ,,*�,4>I �,,; =� L . . , r Y I �, � �� / �x79•o \ \ K—F BRICK COMP�4NY CY� I.Ai t ` ERTITH M AUL -1.� T•r .� `,. ,r+r`; t �`",, , # ` �%t "l �^ u u'" .. 4.1, • ` ,1 ,� �•' Y t he O iC ♦ •1 Q '' \ l I 1 \ \ \ ' V tshntary `1. 203 Ci ` A ,qr� y Aa L 'i�+ * , wr V. r ri1.11 _ - 7'' ` i t O' ri- , to 1 y ,y / \ ` \ WIt .:. ,'. y _*•'' �1 r`t -. ° t :`t t _i „ ;ipi, ` .T eG , .i' ♦ 1 ..#+! a« ' \ , 1 . � � � �6,i \ � _ - -,n � �I x ";, y} ; y, ti - I r a , T -oftr 'r9 r N 369,300 / \ i _ - - 7 - � "' N 368,500 ,Iltti� k ? .. o, r , -�', '-� � ; -- �,F-1r— - — - - - 76 - -- -- - - - -- -- — - -- — Fait Hanfhrci CtntiH& GrA%d Ine .-, .. {, 1 �t 4'.- F � v/ ; dj ;, .r { /L ACTIVE `\ X 72.6 X72, p SEY \SH TER -Y .W Arthur Silvesin Ptt!Si�ltinfi # , a - ' , + . „ ? CLAY PIT \ ` RppQ �_� ARRIER \ \ 1gg: �tllainSt�eet ' ' t• 1 \�D 4 �` ��_ X 83.6 East llarifohf. t i Of 1((18 t ° t, 7� - , : •' t i + ` i \ / MATERIAL STOR G AREA /\SS p 1�`r �- / I. OF CLAY Ikar 14ft SiiveMn C t• . �'. 'x , .- e t ,� t PROXIMATE PIT ExrEnr ` � \ \ 1 6'J - 7 - `:,•J)� '. :. r . , Fk H: ,: •. \ \ \ �`` \_ 7e •-' t _ - - r - - D! MAP REFERENCE vs. A�. t Iw t.b u" , :, »r _.i c•..-.' u r•-- .-, ._ Y .•. -� .+ ,'t .•,.. ,r,>>-�4,'.:(:'1,+.I.fLVIuaunto,,vrar'Fi.uti;,3,tcmatt '1.,�-,ku .- ,i I r , - . r^ .t ,,., �` \ \ J , \ � r' �' �� 76 t \�� I / 1 `� V ( 1 1. PLAN PREPARED FOR SPERR'r WOOD CORPORATION, STRONG ROAD, SOUTH WINDSOR, CT SCALE. 1":100'. OCTOBER,1986, BY PETERSEN dr HOFFMAN, LAND SURVEYORS, please: to A(It't5C vnu tI13t tliC P!anrttt� & I.u,tirtg Cvrmllissior, voted tx FctmraS)' ! S, .'l4?ti G: apjm,vt ^ ,& L X71.60 2 7 / \% \ � 2. "PROPERTY OF K-F BRICK COMPANY, INC." WETLAND MAP, STRONG ROAD, SOUTH WINDSOR, CONNECTICUT withm :vcltmpdJfcAt:ans the a}xnr utfereric-d app4caticn fora Site Plan of I)evc:optncnt � t ," `\ � - - \ e v� - -, SCALE 1'-200'. DATED DEC 18. 1987, MESSIER & ASSOCIATES. ENGINEERS - SURVEYORS. .S _ _ i , 11,iis appiroval is for mnewal of an t'arh r.xrw1%,Al operation /gin 4+ scrx tu:&-i Secitun 15.3 (lrt proIxily located c `+ I ' { '}' �� S\� - - X71 / / i' I \ �\ ` `�_ � 7 , or the westerlp sill, of $inrng Rd and ras(rrly of Rtd% 5, kR and J tones 1S shown nn r)nn4prg-,3 ed by Desi ' `rn - �� �`q- 8 �8, V \ r ' / \ \ \ a, ; WA _ NOTES Prvtilitli niulA inc. Job No, 86-119, dated 1-25Ot?, as revised. T1•,'►s :tppraval is sublcet to ttte "lowing ri'! �`+1r� / rrkxitfCAr1(M1% _ _ r.! i' rr a4 .. _ 1 / t 1 ` i' w/L ,�'�+" ,,;; f +1, .' »»; '+ Yy`-: ' r 4 , x a ,, a ^ l: , . i X ' - r •, ,a , 4 \ X 71.1 \ : ( t I .os 1. TOTAL AREA OF PARCEL = 45 ACRES t "i040�""° ,,,'' ",'- - 'fir°'"` 1 I` `` '!� =` •"' *�"'# ' °- N F / i 1 \ tO� i 2 PROPERTY IS NOT LOCATED IN THE 100-YEAR FLOOD HAZARD ZONE AS PER SOUTH WINDSOR ~•_" <i �* �,iF nr , s ' / '' I w/t COMMUNITY MAP -PANEL NUMBER 090036 0006 B. I. r'h:s apph,.atioa is'sublect to the conditions of arpmFai of the Jnland Wetlands Ager.cy,C`o"SM8uon :»� " • � , " ,# JERSEY - / ` ' - 3. TOPOGRAPHIC INFORMATION TAKEN FROM A MAP PREPARED BY A.D.R. ASSOCIATES, t`cm niuez<taa, to Iltding a letter ufCrcdil in the amci,t:.t o� 591,G{N) fo; wrtlnnd n:itigalion. <f ti ' t ' '`' K — F BRICK COM PAN i�' `` / / n Lj /t ^t : \ � t -� w� wA INC AND FIELD VERFIED IN AREAS OF PROPOSED PHASES 4 THROUGH 711 . ,'A `'•" , 01 .'_� ? 5cI'll I r HAS `t \ � _ 4. HORIZONTAL AND VERTICAL DATUM BASED ON U.S.C.G S. DATUM ,t1!I plane tJ11ed in rho field t:} the ticv'cloper rnu<! bear titc stamr and at ti cinz J sigtTattttt of the 7oI of � $ . � �� t . -4 �'` ,r CONVEYOR - - 3.3 AC.f J v , �_- - -� 1 .,+ ..;_� S. INLAND WETLANDS FIELD DELINEATED IN MARCH, 199,. BY JOHN IANNI OF HIGHLAND South WJrtdsoe r , xt' y rIlk - ''y' r �, 1 �` \, / w/L �� SOILS (WETLANDS FLAG �79 - �t104). OTHER INLAND WETLANDS DELINEATED BY L tfp $ rrr','"{[? ?�' ��s j }f`r 4�' , ( Y f: :{ 6 .1 , �, , 11, / \ • SOIL SCIENCE SERVICES AN Y . E CE SE ES 0 FIELD LOCATED B MESSIER do ASSOCIATES -- ,. 4rttt' . r; : :..- ar1i � ,* - ,, • _ �, . ,t - ,, A / / - - - - t 3. 1 ins pmout is va'kl fbr a ped000l'on a V;e r . 'Me pctfnit expiration eate is Ffbru' IS, 2t?t)1, `1 b' permit . ,0 S ..• v i _ lZ` / % s; / �•' I , � w t a t l 6 MOBILE FACILITIES LOCATES JUNE, 1998 BY DESIGN PROFESSIONALS,INC. rnast be renewed prior to Cx Iration if Sand rc'rm.'al •t 4.'- « , Yjt, .n•� � 'u i —� 42 8�� s � / / P HASt r / A I 7. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR P D operatiortr eerie t0 cOntutuc. 11r1 arnica! pmgr,:s�,ia-huelt w a�o-� 4 r r ,.ti r 1 ,r SIFTER 2 w - / 1 r.- AND/OR AGENT AND THE DESIGN ENGINEER. �� ? �� /' 21 C.: v r I / 1Q `6��2, 8. ALL STUMPS TO BE CHIPPED OR BURIED ON SITE. p„ut is tedinirc(l vtnit he rrrm: renewal application, v - 6 W / wIL Q \ ? 9. ESTIMATED QUANTITIES OF EXCAVATED SAND AND GRAVEL MATERIAL: r 1` aPp Grf e� r t4,"' .Y ,1 ` 'k ( Li,, .f c .r ra 57 h0' 41�' i - i , : y ' • - 4. I!sc vf1}ic dnvcwaY bt nveCrLthe S 'iv��' s r + " } r t. ��� - =�: % \ \ - , ` - - _ _ l / i t Te 3 wn ?2• 6 }t PHASE 4 63.580 C.Y. y aE1ri re�idC 1C? and lhls sere by catrtrr,rrciab'incllutrisi v rhiciez +ti ; - , I `;-:, "'' ! t., , -> r f . _ i TE1�R.\CdLYVEIi 74 r r C.Y. f £tl:c rdtningrcgu rw rr �• +,on'�y"F�'f i .9* 11 4, i w, - ,; - J� 07. Ft IN=fi?.P' f l / v i ` i T` PHASE 6 34,880 C.Y. xoilibited is au ar.ian(e tvtth JeCtidatl 3 4 0 '.aricns " A ," i vx 0 t ;mot-•s44. I:i� t (9 � �� r' �� � '=j ��/ EXISTING2 FL OUT=62 47 ` - ;ti � _. (� 1- I \ ' . \ PHASE 7 = 34.800 C.Y. 71C t,-rrtetiri 9tuM9C am shown. in the RR 70W art the plans •s not .-Vproved. Sxkx of rna'erials not ; *,-�.0,. ''Y �� J�; ' ' ,:,..T w i TE DRAINAGE SWALE / I , t rA ( 10. EAST HARTFORD SAND & GRAVEL HAS RIGHTS OF ACCESS AND RIGHTS TO DRAIN ON I / / , �/' w/v ° ?2 THE ABUTTING PROPERTY OF THE K-F BRICK COMPANY. i' a c i?t�rr.�t t wx;� ? ,, :v.- CLAY PIT N7g'104 ' y origin sling o0 9ite are l,rohrbitrr. un.,,ss and until a Sixtrial Ex,•elition permit sitdi wr Industnall•: -zrmed i .a,;t." ,.' j r> / _ _ in�attontucobtaine�). ..,. ��r .` r' _'. ",� , _ _ `anti �- \ ,� wti ti ti l To 1t. THE PROPOSED DRAINAGE DITCHES AS SHOWN ARE DESIGNED TO CONTROL ?' + i . + rs,a. y , i; '+,'.r :•rt:r'�4`� ; " *� / / - /�0 w \ \ GROUNDWATER FLOW AND STORMWATER RUNOFF ' .. ; r X. t ,.1.1 " , r _ a�^ . t. .t#rr ' "f: `• " , • r 2.1 AC.� / \` �' 11 ,�,� }� i 12• THE PROPOSE OF THIS MAP IS TO DEPICT THE LOCATION OF WETLAND FLAG NUMBERS ( ti w Oq0 ` / /L so 79 THROUGH 104; THE VARIOUS PHASE LIMITS, AND THE LOCATION OF THE NEWLY n. t tc s: yueaetng of excavation 4lxiavt vn Ehe algstrwrd pIms mt:st be adhered to. ' 1 '¢3' , .� rt tai• 'S'x : - -- - -- - -- ,"° r '�^ -- - -- - _ - - -- - - CONSTRUCTED DRIVEWAY. r / _ t �, �L .r ,2.1 Ad.t/ wA f11� e1LisGtrg 11ontL; In etc amnttnt of $3?{N}fJ to! ruareCl�una}tlon sod 520,tJW toreru-sm stun sedJ " ,: //! / r Cortimi mts-'it be Ina+ntain�'ti 3 fiq ' ,t�''t'r/ I � x. fi r, , „' ,n l : ,; J : @ f � .� f" i. y-, < r ' ice) r: ." . � / / "/ � wA a°. /t u / 3}aek and wltitc teulsp:uml tnyl,us of Sbert wit!1 tltn aixlve sr,utlrfcaunrs, rn1?ethrr with Tyree blueprint ;?"` w ?� `i' 1/ 11 / 1 \\� 2s , coptcs of thr cr.tirc so of plans must be subtn-llcd li, this t. etDrtaission withia 10 dA}'s to be sLunpri and signf:4! Jt a x c :; urn n' .( P H�G 7 X 8 ~ " , Tht lettrrs of appmvai of this Comtrd5sinr as well .s the lul.aid Wetlamb, Ag xv:Conicrvanon C•omrnsrion ,�- R ` �' d• \ .1 �� \`S8''� rnu a he reproduced on the rayiars. ` '! , � �v - .0 � , , s� 1 / / 1 �1� �C.i \ ► Y �5 ar i1. f•J 2` 4 �tl;'r !hC t11V1arc hmi hurl ♦lnngrl by tt^. f"Lvnny ��— th .s}1 "r`Ifm; wl 1.ti •,..... (:,. !'+..,_.. t_., „rr... _. Y -:a - - - i,n � / , 1�, ,r--n nr — 'rr �'. 'F \ VYLILAINUD VIM SILL \\ `�' ��n / \ ` `� ,e 5 1 565 900 s ft . - ••+, ••. v vu s,�. .n:.1.i .ii t,:• ♦Yell,:,: i,f i1yC -a i _ / / `Ct .vn C'1e.•i:. At:et Filing thew plattc a rdl y of the recti t muss he Submitted to tin: ^tanrtn 11 art t :xoy - 1r 11 Y,o -•I' � b A 'r t ; � t g z. ,e- V ,;Ir x '""�J INN W � �-� Q,,! � - \ 13.Ot Ae. Sl1tCCTCIy, „h.i ;, �'+n, ;`a ,:. . ** y; , tt, . , '.tt ' z .:^ - - - ` / / ' ,. /84 . . f . . � - . I . _F, � I ,�_, X \ X'8_4� _-\ 11 1�1 Waltrr J. 'vtcttty, Chairman f I \ \ . / \\ \ \ / r^Ia'Yilu13 a•td Toning Commission I.'11,- _ 84 "'�� I TOPSOIL 4"MIN. \ y� - _ -" LIMIT OF REGULATED AREA -� `i_ CC. InWT b v `\ 4S I (40' FROM WETLANDS OR y pEltlGer Q _� �. cs% c 8 ¢� �/i 80' FROM WATERCOURSE, I - ` \ R - - �` aJ �. \ WI'71l.HLVLR IS GrtFATER) ()tie. i3utidtnz()fiictal -i ,r I _ \ \ . Assessor s / ;� �q'F\ % �� \ \ \ \ - •__ �� I ! �V V A AY lcc',, .S-urintrtiventofPUl!Ulicn(';xttrol I ,,y - r' SAND 20" MIN. 1, -- --� \\ / FIEL VERIFIED irtrC ttllr,ltOJ _ �' �< ��` \ \ 00 18. 1999 ° peter f>kmalu% Drstp Profetaturok ice. 9 • `L �c' `� - \ m; , /CLAY///-� f.a �� / \�f ^ '\\ _g - ,--------- r`I'' * , , : , �,` ; IX - // /' / / / /� �, _ � X 84.5 r` 84--�` \\ AR�A 45f ACRES — — — — — — ;'ti' .11. ' --% \ \ „ FS,; . I \ .,` at1-1 *.:. A x'' g GENERAL SITE RESTORATION \ \\ , g _ / J. rGlr � I' i . O O -- — _ {'� Y tr .. NOT TO SCALE - .� � � _ -- - f -t / \ \ \\ ,a �f / / �OAl -xt� N 367.500 _ - - - ----- ' N .500 t . + r -- --- - - -- \ - --- - \.- y t, c' f� - - . - -•'% j ,. J/j [;.,at Jixrtford 8,atnd ix Gravel1-1 1. , + I? I ltILLJ/ [ G ~!?11 Pi �VU2(�Ci{�C )Jlttlrl►siJ►+ i \ �_`` \ \ ---• - / 1 .1 3 I W, %tR_L,VAiY AvrrtJr - �'Yit,Tti MAY' . Vr tW W'44116 f :t);:- � \ -- -- -- -� / X 8 4 r '. u f °i'�Z f.i' ' i. AREA CUM 11", •r-� V - •' N F \ �O r {,, a. --, r ItAX6&5a• ,11 7 r ._ 4 l�t} W,I;*9 11� re-rd %T(teftUr_lrfJ'•wiv,: a i t oi:hnniitd'l prior to ooy acir ttv r" s�kt,^rr S..n 4 t% I • . 1a�xt#+I a�li WILLIAM V. PETRONE Q8—��_/ IN".Ibutuaty' 25, acxx> , t t ' ? , t. ' 0 4 , .-'P-A ; � 7; Tj jy { 4 't�,i' o �. J�'3 +A3R C,e, sin tstij llt irlenu(ler on ttic plant,. . X 1 Q0 '1w 41{�_\\ .G?:' 'T �'.K �'`T•p1'f,''yS� ,Y,r\ K�', i .3 F i :,. r 11 ,- . no` I // L17 ., I lot.v., ? z�"' = ; ,F e' `';.`.',"IfI . -. r, . 15. :Performstnce tit c;f y I,tl Xl,0q, n the form of a letter of credit must be " __� I \ Ott,..4,"'!' d • t• �Y _ ._,. . gEy _ }� yq. "�i6l.bM_jtttd sT1bjt:,t t to the clililIa's'i'OtuliiU(�ri9. - Sttt)ill,'ttt:d ,. /� / I -� s t 1 . " r t `R Ili Ast liratford :uarid ds Gravel / X 9 .7 \ � \ T if..l^'M{� t ram'. r' .,. Yy 4r�a -� 7P_• 'r `2 rF R_ i ��' t - - �, 1tC rtC i il{GiI ,�J�iT 13.7tPjt 1 . �vVl} ,YI + �{� mttaikr, DEP ecv et ift.his t'+:.>v>fttatrnr �y,,,,�, / �) ri r, ..r x...: - t t ' ,rt W - # Iv • c ; er LO Rt2L2{ i D•,Liic tS • ui` `l �-- / Q i -, ;1� _ , .. { : e ti )' r< t13 ttk nt itsect �. `\ \ J/ 86 \ 2 `3 iT0 �i .i ': '{;sI. rt $- frAcstd rite twrtk'rsu >• taf flee aretlant! CreittSun tialt rlrsrth�ard to rnrct the I8. Fill placid in the roadway must be rrmdnnetl front 1'' �- s" c T C) `r);' South t-`+r7tr'itltf'. '4• art.' y t'.•� t-t a tt !(4f2,1118INci 1rC$b. \� y J `5 t f.. i , . •. E it,11 Cr Ir,i \ \ .+ ;r 1tl leT m kodland J3>eid.k gm).bng grading � � f '04tfttla :iriric4,o:, f T 01't()7d _. �'}'.. ° `' 4b to aw >� >slofx : {-2Md,ng muslt i+c shown on the tnitiiTattcui 4. Art ardn:Jaf as-yttilt survey of phar,tyJ o .?c 7 must tx s'lb 11i:tecl fur rr nr t?: ' ° , 7utvn yutff. • •: r n� 4 � �_, Appi. t9 9-:i'S N •- J;tast Hr.rtford Sand R Ciravrl � `+ 'r t; P r �' ry 1. T 0+ t. \ 'F• r - , , ,v s , ;r s t' :; . f : '. 't x}• ' ; g M phasr metal be lt► aced in the ir.!.'. ;►:id 2 1lte ��eaMn ref renied:ahnrt arcs to Ilr tr.a:tiEsireAi by a third :,t tJ►�it i. as 'F . •,I) :', 'm r. l)YiMiallr4' ' � 1 e,: 'L�r ,., .: 1�i7`i t kh -•.'S{ ', ''" ?4 .'t# ,sj, ' ,4 , - .. { .r :. t G 1 iT - S �. • �„ ticd stlong the limit. 'rhe , mits, roo,.t ac . table to Town Stelf, fcr tar, Vow*lIg seaeons itrensttre st�cccgxful ai AS 16` rat;' . - \, "-- " „ tr srpCCti b T i."i�.-'„ a�f ` , � ei'rab'"hincrit. "'Ar lht•,,anuajr P4 di00t) regular nlervng, the Iniand WeikndsAgt-kvj t_onseroation , ,. t YY „ ammit;s.din anJ,ruti rd ¢pE'1. r4d3 rli East Hartford Sand 3a ►.i18rr l - : Jl'.� r t t' ',:tnst r�• �*. ' Ip tat Rat R +tMs - : ialW 3 ba jetted in The Jield ami A l . tut it l uI ttti live a , _ 11 ; pester;, which ib monitorod by third party t1T,it i 4 persuit cur T ie six rx:lurt v1` Kind and gr•�vrl rPsr,nvai operation, rXlst ltlg wttlatld . , �. ' irttw4tA `ma k�ta► Attu '}lt> im-4186d aSew>g t �ns f ide. "`l,C dilriita rrtttst acrepta,bla to Town Staff. N /F a , . dtsritrhanres and prolutsed i eiland rep: `r:,tiot, ore propCrtlr lr, -ortcd e4- 0 ! hn ' sW,; Leri by To.vn ail, (: _ t.:r 1'1101 D"wd , nortl; of Strong Road, I tic Rk zones ( ss' PS •trial, tF$�r5. pitfi1 2) • . •• R II I eU X y , w ,v7his approval ,s s+_tt�ed:trtnFl h�' winp C lclttigt y y- k.} t � i tr. }. 1ertll l> o � .* thtre if Wette rflo);v (nortbarn LVery truly VOtirs, Cie Vt3� J� 1 ,.,, s 4 Yls tc, � r n arlid obstur�:tn tag c}scrattnti 9� er f ; a ,; i :M, too :'4 < t• ti-° 'y,ii s: a A�-� t - -ti -'� • d + - f ' s: t i.e1l`l I:%. S� ' ,�, '!t. y "� .. ,�,r �6e 4 ' A ' " . � wl S' 4 ri ems.:., i lii A I D 0.' �t q{:1:NCY 8 �O ,Y4r, Sne Dlttef►rir►t lypy ot'the enttt$Ir f'. 'i fi{-1-1 t'tsprt>cl�tced .. -. r 1 tip 8}rRVATit)ti Cf)MMIS51Clh; - NATIVE SOIL TOTE 4 , oq ,.,,1 tht-reon, trttikt be _ _it3tttittrd , tl ,.1 q. iI p 1,.t�E ; agn ice{. � is !tttlM UC i , (Z,k;,` outern edge of the Blow manufacturers recommendation ,�` �, t, ° 1l. fkrlt ' k R_i0L n , (,URLEX EXCELSIOR BLANKET when installing Curiex Blanket or Jute Mesh N/F Rx. i OR JUTE MESH Seed to be Mix2. 7 :t:t ]aft r'a e1,aSs of split„*. at pritN any + nmtructrnn .,, ttri c,n tBUQ .r �• "tl of rice; F�►,t2' F-,Pdet cf'l�tas9nity;at7on pltn. > �. Z Y .' Y'd r ,•-:7'lans suhtr:,ttl'd �t, Planning ti, Zoning Crlsntnyxs:otr sha}1.t5tt a "O. ` ?'. - - ' - -!� 14'-6� .��-qj4 �%,e' iX_�,.••�' t TOPSOIL AND SEED t , '., :i,Inet thin, rrrin,irernent. ^, r, .1 + y . i•. Tr *aegis h tend , must. beistDclip:iml and ulit zrd (,n-slce — - — — ,; *, N� i a , T + �li�abEr(it A VNt►twL . c rtit �t r<wtt - - -- — -- -- -- --- — Maria Ellis M.D. . . I - '+A�• f' i;; a. .• , :;i. et G is , . n . a a_,_I.a > _ --.. -1 _ _ _ r : _ ,�- 1l1 (hrwi6LtliM� Eli �fiP nrnrx,ir.i TAmf.lii lt1r,^. ^t ;: t mom; + ....tt•.'t. t. tee•"".. i"` - I z.D' _. 'Jc Kim McDonald "•• "ta':• ,,. " .ri,-ri,nlny n13tt liWY clHit:,leaa LrtC'F '.U, si1'urn • ._" r "r 1"' ' ••T 'a*r• _T, a YJ. E:AW.dr OWNER /APPLICANT tlln`,<itic, ap,atnai ruty l,al,tlity' which might rc+titt [rottl4¢,r)pvr,4tf nperatxln ihC) ARTHUR SILVESTRI ac: C:hief 13taifdt 4{isctal "� �1V '. or' use y ."t ,y , yr f ttl ;.- ' + . �a M i� .1 fi;t ii 1 Uao nuxA be subtnittrd to 7"ovs�tt fair r�ciera. 724 STRONG ROAD t a' � P I !a P � ,i'hsnnuA & zcming Coullin Wall, 3 The rwrnia is valid fn: fivi• T•rxrs rind shall expire rm l,i•su•s•�, 10 ;',e-t: r TLwvrt Engineer SOUTH WINDSOR, CONNECTICUT 05074 lb. An as buiit•elttr ter rl mini ,�t* Mtwtbe vided to the S t;> the latlffatt-nrt-(.$)/apphcantie:I r(•vnan>:bilitti to track k ct 1r,itwn I tY'�f4. ( ?W p' » i I"ip . TEL. 289-4347 � f1" ' > P . T"vvrn. - Esart H:•,rtford Sand A; GI-avel ,r� �, ,, ,t ily t u Corrumssln7 .f a i enru t,i rrq,rest nt ?r,,sr r,.� c:a • y prior Ld� `" TYPICAL DIl �H SECTION c,vi, reit t . ii = r. . 17, La fr:,in the tnt ran-ir the Tow t'sat tb .. s .r �, -a '. �r 3 a ,,.r m6% %' x 1& #sx l ei a {a'l3liCMj• nttl8t be NOT TO SCALE F I. S.ty , ?;•"T ^3 "tin 't';r, .t -1 ?, . " }.-V r r - 7":,.., •q �r ' _ u f. o - 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 "MINIMUM .. CFO ?9t 8755 BOUNDARY SURVEY Resurvey Prepared for t $ -. o A LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 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. GRAPHIC SCALE ` ■ EXCAVATION PLAN !oe+ BE FIELD VERIFIED PRIOR TO CONSTRUCTION. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL. 1DD o So l00 al ��'�� East Hartford Sand &Gravel 4 2-28-2000 approval letters RA 8-4 n 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD gCCURACY CLASS TD. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ---- --�fill &rof @SSIOi1c�iS inc PHASES 4 THROUGH 7 3 1-25-2000 mitigation plan A BY A LICENSED LAND SURVEYOR PRIOR TO ( IN FEET) ■ DESIGN: DRAWN• RA CHECKED: RPM ° }@ ®lITL I�D��I�1 !PJ®[�1����llp, 2 10-18-1999 new road RA CONSTRUCTION. 2 1 7-20-1999 new contours RA ,/OB NO.: 86-119 IDATE.` June 7, 1998 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 _ — _ 1 inch = 100 ft. ! Civil Engineers • Planners • Surveyors • CIS IMPRESSION SEAL SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER /SURVEYOR. RI^uARn p �1 grt?EL LIC, !�o• I I 165 south satellite road south wtridsor Connecticut 06074 .� _ _ . _1 11 �u: td �\%i13I116��D1C �i®8>iYli'6:t;CNt� I II NO. I DA TE i DESCRiP TION I 8 Y ` e ORAIMN- NO.: 1,99R/119V AR �r ..,.. , , r. kt � •..• .,,Yt .., Erb .. ,• r ,, r-_f. , i f _ + sue' '''' . „ e v ., +.r^=- > 'r �- , ,.... , �:,*.. r,r -r, 1. "-6 .• - ,4't 1.-..,! .7;,: '..'- r' _._...... ..a$' y t , F dd�• 4 i t 'I .:3.9.. .fin.. , I. ,� - , t 9 s 1 T . 3.1. Yy M �y k' "✓ 'Po _i' r i * y .u.�f "Y>'^+ ,k './ • 4,. 'tc i 't t r7 )r - k ;: 1 �. A ',�i,`�' rid - 1 �a rr' ►. T1 f , t • e a' r a A''' � ,11, w : 4 � ; • „ i '.VL, j4'. 1 -' �" .. ' t-'.t' l(i• 'l� .! . •,t�,--- . ><. _ �; ':4 a y , S , _ .�. yy, ,,.'3,wri Ar N Y'r.:,�.`� �:# •6i'. ��14P�II� .'`!111rt:.1[l, • '4f" \` C _SHEET 41/1-, j' ', 8 /d t• I n Y J i^ ; ,1 :h YM i 4 , jr � "Y Yf� ,,,.� , �,'µY��, t C'- ff. :M rf •s:P. 01 - � NvM! 0 1�(• SOILS LLi (a•Ll Nll ..",t,;'b �4Ly#��� ��, ��',�x�yx, �' "• �t i •+k} p�, rr�` r d i J•.� F: •� r t • _ - r . y� �t t• ,yr I�•'YSYMBOL MAP UNIT NAME � '�'�'i"a iJ,e�'',�� Yi T - � i 'Ei � � ,� s4- r "R� j : 'j '" \ ' ys f �` S 3 h > t. �f t to 6 S6, WETLANDS SOIL , u; °;' .r, �,•:. ;: 4 2 �I.� WdA WALPOLE SANr�FOBRI UDIP 'ES 0. NONWEILANDS SOIL NnA NINIGRET FINE SANDY LOAM, 0% TO 3% SLOPES _ + y�y,L(� {jfp,Alr !'V/ �y 'mil' � P 9 ' � �� f. !-F fi•e - �. "• - � � r t�• t?4� .. -Rr• 1, ��r .-',TQ, t'� , 54.1• X 4 x W N 368,500 tT• ~ ++ r' �I; •• � � � ACTIVE CLAY PIT r'` �tt��� r`-• 4Y r • ATE EXTENT a . 5 v t 4h41 X71.60 S6 8, t "T tf'. . l w.'•1![ 5: y Ott/ i t' 1 - t ; a •�i1 r a hr . t t t ' N/F CLAY PIT K-F BRICK COMPANY 01. , )•'� � Xi •ra, � i � ��, to " ; Y -.,: ?4 M ilt 77 7. 7 vY �r ry 46 Is1�.fJT '1 Ivy i f , .'-•t ,r } _. R .:f4t to }'�!• ; "fC ' - ': ,�.v''�' �,�?j..` A t`'3'�. 4rx 1 3..' - t Kaa. a•` vt y d -} 1] J�,ar� 7.-. 4r� rl * 4 r po 4% t y 9 ,.�x��: �1E,L,~�.:"* .rr• I �A,. a i{ ¢# r'-' ' rtrtt �" `;bL '�+it,,!'.t t jjxtZ.► W N 367 ll�.. ; . . r� a...' r '�*` �� } s Ti��'' 'f'�x ��'��R�z,dr" '9S ,gyp W.n••4 � •� ,.5. ' ♦,- _____ _ A }�iV .s vt . -' VA SEDIMENTATION AND EROSION CONTROL NARRATIVE ,? >���-, k�1rv... �•`IrV^Tr• 16n'e3` ° Atlda. fY�•t�'Ij.wE�$i�5 �IX..y '� , 'f�.. •}� N1r1'�,}+w'�.k,..t r++� r �>! : � � �' � V' T cah• � `r'�-- 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 MA RTE. 5 VATH 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 REMOVD `E�OVER THE NEXT 10 YEARS ,r - y,g 41 n- r.�' lye. NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL �d�7E7 EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. fi'_l frt(sl`4� 9 HAYBALES AS SHOWN TO RE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2' X 7' 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 t 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. S. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 4.+�• L y 9. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. A+FTit" " Jt. •, , •'I's4�d7j -' 'r ? ` T , _ TYPICAL EXCAVATION SEQUENCE '< .. 1. A LICENSED LAND SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING. .f,^j 2. INSTALL HAYBALES IN EXISTING DRAINAGE DITCH AS SHOWN ON THE PLANS t h.. 1 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 i�. IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER a THAN 30 DAYS. �. EXCAVATE SAND AND GRAVEL MATERIAL FROM PHASE 4. CONSTRUCT DRAINAGE DITCH AS EXCAVATION t a° " PROGRESSES AND STAB11ON CONTROL STABILIZE IMMEDIATELY. INSTALL EROSION AND SEDIMENTAMEASURES 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. �, Z>,. ,j / •. ; t. T � }. -� "T Y ',L ,ram f t. a - , �4 RESPONSIBLE PERSON(S) FOR IMPLEMENTATION '+.�,' (aM -.Y -,Y '�,•� -,ry,� tT SEDIMENT n TIIVY AND E R 0 ION C0 ARTHUR SILVESTRI 14 GILMAN STREET 1• , stj"_'r r EAST HARTFORD, CT. 06108 TEL. 289- 4347 o x x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE aJ rNi INFORMATION. ALL EXISTING UTILITIES SHOULD io'2 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. co N cn 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 1-25-ZOQO mitigation plan RA BY A LICENSED LAND SURVEYOR PRIOR TO 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 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY s a �t l 1C 4 1 a -�� .�5. ��FG_•4 tI+' :�.Le�,KiL}J�A'a_ .li`kr�c7�: � _,a � '9: l i •iT_T r %T t 4w .-r�w Y , 'fY. '2.. x••-t� fn-. - �'r�fr i� .'.hi ;l"</; *.. rt1 q[ry ,.a• r 't 1`, oDL�•r�i• �.:.• 3 -'+Y 5 .. 11 1 1' r •'i�.s i - .L .�). R'•t >. 1 � 'Y , a • s 1c� pb a.. - .ar' • ,y..,, , _.; it • .. 2 _ -'f • ys Q..a t b r ...: .. `+ti -, _ a,+.+4• ..:. E' ±x. '�jfr t: s ,% , ,..,,.:! , x...-. •N � ' . • ;a - rr ' - -� fit• 91 iSt" I J• , a:� �, . � I � I iAi ,� ^1,;. �I•••.` t ANGLE POSTS I SET POSTS AND 2. STAPLE THE WIRE EXCAVATE A 6'K6' MESH FENCING TO FOR �STAB�t1TY POST UPSLOPE FROM POSTS. FEWIRE THE END OF THE POST SELF- CLEANING. aw 3. ATTACH FILTER FABRIC TO 4, BACKFILL THE THE WIRE FENCING AND EXTEND TRENCH AND COMPACT IT TO THE TRENCH 13 THE EXCAVATED SOIL. CON'1;TRI1CTInN OF SYNTHFTIC FII TFR RARRIFR - y}, 1 tli i N /F _ Rocky Veilleux S S68 099 c N/F~ Maria Ellis M.D. & Kim McDonald • EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT x287.3 EXISTING SPOT GRADE PROPOSED SPOT GRADE - -300- - EXISTING CONTOUR AND ELEVATION E= PROPOSED CONTOUR AND ELEVATION EXISTING UTILITY POLE ' LIMITS OF INLAND WETLANDS - - LIMIT OF REGULATED AREA TEST BORING LOCATION TRAW SALE ? EXCAVATE A TRENCH 4' DEEP AND THE IVDTH OF A II 2 PUCE AND STAKE STRAW STRAw SALE. SALES, TWO STAKES PER SALE II1K i + NDWO WIRE OR TOW 1 STAKE a PACKED STRAW PLAN MEW COMPACTED DAGCFIl. 4. SACKFILL AND COMPACT 3. V"M LOOSE STRAW THE EXCAVATED SOIL AS BET#AMN SALES TO CREATE I I SHOWN ON THE UPHILL MOE A CONTINUOUS SARRElL S ? F T E BAR.RIER TO PRE- 1( 1 N6> 2S� 111rl �II�I 11��1 ilil�i Ilj�li1111�1 II��I �II�i III�I11►I�1 I��I�H�i BOTTOM OF DRAINAGE WAY PLAN VIEW AB U U U U U NO FU ELEVATION AT POINT A SHOUED BE HIGHER THAN ELEVATION AT POINT B- CROSS SECTION BALED HAY OR STRAW INSTALLATION not to scale 1 860. 291 ' 8755 � SEDIMENTATION 8c EROSION Resurvey Prepired for SHEET THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE tDD 0 50 T00 2005 eSl�tl HAOSESR0THR0UGHN7 .Fast Hartford Sand c�z Gravel EROSION CONTROL ONLY, AND IS NOT TO &rof@SSIC��"tc'�I$ Inc.; B E USED F 0 R UTILITIES CONSTRUCTION. � [N FF.E1') , 7 DESIGN.• RA ORA N9V." RA CHECKED. RPM ���� �+ Il��� �������lIP6� i inch = goo it» ! Civil Engineers • Planners ' Surveyors ' CIS ✓L')B No.: 86-119 DATE. June 7, 1998 165 south satellite road ' south windsor Connecticut 06074 South Windsor Connecticut - DRAWING NO.: 19981119NEWAS o - J , : t. M IW a �R Y-•. .,N • •' w. t. t 'i :t' i aAi t 4 i • „ K • .kv .Y•'- T' 1 A� s••. -z• rr L 1 I �J` . 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Y, 1 iY. r. i�. 6°?l 1 f ''i ,\^, _ - _ _ _ _ 8G '•TT,S: .`�.,=k F". ... :,. �x L-•dA':..�"i ��,a.'v. r > . 'ac• _ _ !F" . � \ 1 111 ---_ +a . J` ' ; - . A P ,`lf { -'4.. 'r•'•^1}r ,t 'r,, p.:.., -q ).3,`}.' r.�r r. C.' 'L� Y, ':C_. - J, ,.. \ `\ \ . _ _ - _ - _ . .. 7t! ;' I?: .t t 9 .� r�; ' fit � `� : Slt rr _ 4c k } j �. w , � . �'�!�+I4 � -r'�q , ,` z ; ='.y :..r,++nn'�, jy, ,,1. r 1. 4};I:.. ` , r sa ," _ - _ \ \ \\ 7E rye 'Ira-.. G , ~: b "'ix. 3 i.1�pL.R,�,,;. ,� .,y4/ ? ` '"X "7 1 '� t. m t�. a'd , -, -.1 I+ i ,\ �. :•R. .� I• •F- - ,. \ ,: , .. \ : c a- P . . a. I � ram. A�, r } ' r? fi �., '; . i STABILIZE �s7-0— \ PHAS�� 3 AREA 71 ,- , p-, v' 1' / lLap� s ^oA ., b } c aJr'7#� It y. / e r, lf• c�' X71.1 1. 'tj ,i Y SILTATION I .± . , t "': .~i P' , ., - N/F / rnrrSE -r r�r Y 1., �� Rl a *—ki_rF ICK COMPANY STOIC PILING AND ! Aill _,. L � :' •Y Yj' R N: - ; `,\\t,\ 'I' '*,.'. -ice/ %,, 16, - 11 YY/ ExlsnNc a i . j.r.� '~ r � CLAY PIT 1;,, I'~ DRAINAGE SWALE � �. 14;, r, 1 , FU,TUF2E PHASE 6 AREA t�` 1" t aw ` " -'5 �ii1 FI �1� xj` t� `� r /n�/ PHAS krl 1 1►�`,K 'I'1 . # 1\ e `{ ' P i' i }t \,t"e• _ / 11 �; " if ;,` ',fill / I r►z:' � 6 ` t F �r�1*1 _ ' 11 PHASE EX ATI {tic `�'r c t iJ r 54 r' / V 'p -, 41i4' f. �\� /u, J x `' A ., 4I..Iy`�r. r .. Mel ", 1 / 111"'���fffr, a ti '.% I,/ 1 I _& ,� . o-��[,� + - • L' A't " 'C � -�- g to \ r O h N /F---�W�/ / ,r ,� jg K-F BRICK OM t ;'; - K C A . ,c A I v `� ,gitN.5, ,. 11�i' 'y. •1', '. 'k I _ 4 i yam:•. �/ \ ,T, p'I. , c.,A 0,. t.,. t - -_ \ i' A A. C— \\ ! O� ( , , / /,' \ R+L - �: / /' TEMP. CDLVEIZT - `` ' } // $ x a " ; - _7 I" � iS, .i SE 4 AREA ,/ -- - _ \ -� STOCi PIWNG AND SCREENING , / N � N/F �.� / / / ' [fitZ v /, '' ;mot` 'I, K-F BRICK COMPANY %,,,,, ' / ! �' / i t, In r t �.�. _ ,- / ` � A lm�.. e ��} — - �.-- / -- ;_r \�\\ / SILTATION BARRIER/ , / PHA E 5 A __/ x �a a 4,} , 14 \ . j;. ��` AJj 'y pn� ,• , / c�'r� rn� t.l \'�' TEMP. CULVERT g `rv'/4c / '•0. �` ' 1 s x "`fie ` EXISTING ♦ '" 1 , / / -- J,� c p . x�Y t' 'jet: r� Q�/ '�', / r - 1 ;r r\TF t� r , �� DRAINAGE SWALE 7`" ,I ' 86 1. r / l: e -\ ;,. �; / .- x��. , ' : , _ � r . + A7 l 111 -ta + g ez t/ , K �j.'' xi q 6 X / 3,"'+�' M / / / \\\ ( -- \ ,.r, P)_.t '1�`,'r ;• - ',i ...rr `a" `i'. ' �1'I �,"' .w*A:1�1"V_. 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", / y : , e „ A , "�...rc, ...•. _ , A i � i r- }.` Yb 75A{ ��, •µY - .jp�* r+ r. •.aa k� -. .,a 11 !.. Aq I � I . � . . i n \\ 11 * �,� , i ,A�a T i• 11 � ` ' " � -1, - ol_ ./�, Mp ".y.*� ` I. . t.. .- ^dPt, TA tf ,-. 11 £ i ` �' . ` :, ,. e y r ,,, ' a` :.i,tlf _ PHASE 6 EXCAVATION r f a i a, ', <x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS � �k� 11 g a LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Sit' ' eC, INFORMATION. ALL EXISTING UTILITIES SHOULD a A BE FIELD VERIFIED PRIOR TO CONSTRUCTION. � hi. to 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ,, , `O (A BY A LICENSED LAND SURVEYOR PRIOR TO s , `; i ^ f_" k r •t4 2 1-25-2000 new topogrophy E, CONSTRUCTION. :',i I . 3. THIS PLAN IS INVALID UNLESS IT BEARS THE'' . �` 1 7-20-1999 new contours IMPRESSION SEAL AND ORIGINAL SIGNATURE ", d OF THE PROFESSIONAL ENGINEERjSURVEYOR. NO. DATE DESCRIPTION F II I zr- ^v,, l "'v • w 3 -cu, l- h t ,yty -M - It' I t I�s"�3`\:�`�,Al+l$"' „�'�e ' �? � : ,at'�:>� +Tr.:'.ir�a . ,: - . _or.� . •.�'• r; '•`�i �,'�r:.� . _ �,, ,.r ,�...'i. .. : M _ ' ii 4. r Ni i. •t Rr - '•f t Wn: {TJ FS 1 @ { c 7 `r. M I :iri / i 1 i» _ k Y �r 1•' C \ • •t 'N" r \ .F .. 5.; A . _ . . .. . '.e _Y. . _ !,, - + ' N/F K—F BRICK COMPANY \ \ \\ \\ \ _ ` i jg so\ 82 -- - — — \\ / je - - il- _V_ fad LIMIT OF REGULATED AREA ST�kP,.2 CMS ) ` I i (40' FROM WETLANDS OR \ \ �• / r 80' FROM WATERCOURSE, f f WHICHEVER IS GREATER) . e , 1 i 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: LIMIT OF REGULATED AREA PHASE 5 = 37,630 C.Y. (40- FROM WETLANDS OR PHASE 6 = 34,880 C.Y. 80' FROM WATERCOURSE, PHASE 7 = 34,800 C.Y. WHICHEVER IS GREATER) 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. \. ,. _ , - 80 \ \\ 50' DRAINAGE EASEMENT IN FAVOR OF EAST HARTFORD SAND do GRAVED �„ / 11 \P r= Imo- = EXISTING IV ( �� - DRAINAGE SWALE fit ,t ,Il 1 /Ii/ rIllI ' / / 1 /"_ I / / - / \\ / PHASE 7 EXCAVATION N/F K—F BRICK COMPANY -_ I. - 1 _ - � . _ r -J \ _ - \\. \ \ / \ _ . LIMIT OF REGULATED AREA 14 F RDM /212,AIVDS VR 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 --0?jD- PROPOSED CONTOUR AND ELEVATION 6 EXISTING UTILITY POLE — . LIMITS OF INLAND WETLANDS \\--- LIMIT OF REGULATED AREA t ; TEST BORING LOCATION ------- SILTATION BARRIER N/F MAP REFERENCE VIfILLIAM V. PETRONE PLAN PREPARED FOR SPERRY WOOD CORPORATION, STRONG ROAD, SOUTH WINDSOR, CT. SCALE: 1"=100', OCTOBER,1986, BY PETERSEN & HOFFMAN, LAND SURVEYORS. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE i860' 291 8755 BOUNDARY SURVEY Resurvey Prepared for: SHEET AT N - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE F REGULATIONS OF CONNECTICUT STATE AGENCIES ST D VEYS 0 CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE ! PHASING PLAN FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 100 0 50 100 200&rof esign East Hartford Sand &Gravel HAVING BEEN OBTAINED AS THE RESULT OF A FlEl D SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE PHASES 5 THROUGH 7 FIELD SURVEY MAY DISCLOSE. eSsional Inc. RA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. F� ) , DESIGN. RA DRAN9V RA CHECKED: RPM John Flitch]�®i�l1�tL�yglll'6� 6 RA 12882 1 inch = 100 ft. ! Civil Engineers • Planners • Surveyors • CIS ✓OB No,: 86-119 DAm- June 7, 1998 8 BY RICHARD P. MARTEL LIC, No. 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: 1998/newosbWt/119—ph2 ®uth Windsor ��sCtiC»lt A a . at - r:.,+ _ - , atl*,: t :� >til ` r a,... "+ii,•: �1}` tr ,. ,.�..•#, a..Ky T-r: t y, rj,. x 'y1.,'.:.r` :, =� •ad -;;: ,tit :,' F. 1. \ _ I' I rl -� ,'1 1�' i' �. Y et 7 M . qIJ..• - _me n'?! y - } , �,.��• �l r . �4• . 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"'4°!°' --:^"1!! �.' #: Y, .,t 1�fy.'3�':'..T. ter.,'' r. + ''may 1I a W, _ , ; „ <:I i.. .-♦,.: .1(!.. ..--aiit. .f.�. ,�-�'�l- 7. _t 'r, ..". � A} .,�'-y�3 �'�:.?'•3- t: , -r w! ww a,i • y� ' _ - r _ T. „ l ♦ „ - mw P Pfll .+/a iF L' 4 LEGEND 4 �• © IRON PIN TO BE SET ' ' �� '1. \ • EXISTING IRON PIN o MONUMENT TO BE SET ?r - ' _ \' �- ■ EXISTING MONUMENT 78 � X287,3 EXISTING SPOT GRADE _ ® PROPOSED SPOT GRADE 7.7� J \ -3DG- EXISTING CONTOUR AND ELEVATION L1 6 - - �° t u z \ \ \ ® PROPOSED CONTOUR AND ELEVATION �,` EXISTING UTILITY POLE �� �` �� ; � ' �, ?' � �: ` y7 ' kL "� Y \•\ \ ` LIMITS OF INLAND WETLANDS � 4 ,ir4�pp � � ��!!!' ` .•y _ - •kk �, t°: �'P of \ - � �� � � V '�{ �7,1�� -�'"' �' C� � tZ,�(• a"• , I: c:'• ;r Y L� 4 • ... "Fti LIMIT OF REGULATED AREA TEST BORING LOCATION r GarY C� ,�, ya�,s�•' d � � { �i•r ••ri,r. Z! y � � - }•*Jt - •ti -+v fir`, �. \ \ �ti_ J 11 �,��l ��jYt .�.�y'µ���i, j.,,�l@ r r�W}�� f�•P , •,�tM�'t*, l r <�' `a -� \ \ �� _� \ �( •!.liR•j .°�''S•"�/P,' : R+�1,,•1'(:Y«g'p'"' t`[':'`f-,- µ,A�l`d,'.'i *'y�YKE},t.•. Y`!Rle 1 ' 'A*'rL 1. L'' yh�T'r'�C'... -'- \ �� �?'��,i' f(Z: 4i Ly f E+i _ ` 7 ,tea •''' � I cf�`•Jf't.:, �st ix . � ^ff<a - r ,� `t,'P. r 76 'K�ik''!:'ib c< I / �Kfrt1. MAP REFERENCE t, Y. ��-= r�'It<, a ,� f �, �1 `-I � ,�, ,:l � r � s•• ,. 'x-., � / � � / 1. PLAN PREPARED FOR SPERRY W000 CORPORATION, STRONG ROAD, SOUTH WINDSOR, CT. \ ! W/L 102 SCALE: 1"=100', ocTOBER,1986, BY PETERSEN & HOFFMAN, LAND SURVEYORS. 2. �� „t •s + (. r / '{+ r r / 'PROPERTY OF K-F BRICK COMPANY, INC.' WETLAND MAP, STRONG ROAD, SOUTH WINDSOR, CONNECTICUT w. 1`✓ i r..L g"' _ + 4. `�• r / `i•. � °'�'`-Y:.:�` ' / C N V E YO SCALE 1'-200', DATED DEC. 18. 1987. MESSIER do ASSOCIATES, ENGINEERS - SURVEYORS. ''.''� •+y .,y�.,-_' jp.�a',.'-S>;•� j°'.'s'`�'y '�-:.y�.. Ira 4': *" r: n` / u!ft 3 \ W/L 1 i .� •. .���`�, 6 5 . � �j I NOTES c11s x.t tr1'tY A, r*f, / t# . r ►; y ��` k* <+ 103 f �C^ / W/L 104 1, TOTAL AREA OF PARCEL - 45 ACRES Ids t n *' i 2PROPERTY WINDSOR \ ` . Y IS NOT LOCATED !N THE 100-YEAR FLOOD HAZARD ZONE AS PER SOUTH NDSOR #4''a + 4 ✓' •1> \ Y_RP"'"k•. ! �t+[ry; •*!4` -y: 3, i•i. r.. z.r ta,.,,�;x i _ '' 'r� 4� �, rk r a:',��� 3 �,•_y ��':„ 't ¢{ � : q` 4 � � COMMUNITY MAP -PANEL NUMBER 090036 0006 B. J� ltr n' ' ? s4T fit} ., i}� i`•T +t`, x. , 1 \" \ W/L 1 3. TOPOGRAPHIC INFORMATION TAKEN FROM A MAP PREPARED BY A.D.R. ASSOCIATES, lr l-- INC. AND FIELD VERFIED IN AREAS OF PROPOSED PHASES 4 THROUGH 7. r5.\ 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 \ (:_1) �� W/L g W/L g� SOILS (WETLANDS FLAG #79 - #104). OTHER INLAND WETLANDS DEUNEATED BY N i �r ` € �� ; SOIL SCIENCE SERVICES AND FIELD LOCATED B''r MESSIER do ASSOCIATES NCE\.t v tF i �?r� ! r \ � 6. MOBILE FACILITIES LOCATES JUNE, 1998 BY DESIGN PROFESSIONALS,INC. „'-t?.h ? ,•,P i f P � t ., `st " P \ \ (' 7. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR `'. .+ f pl`+�•, r ' J ( 3.3 3 A C . AND/OR AGENT AND THE DESIGN ENGINEER. / 8. ALL STUMPS TO BE CHIPPED OR BURIED ON SITE. j 9. ESTIMATED QUANTITIES OF EXCAVATED SAND AND GRAVEL MATERIAL: T0 PHASE 4 63.580 C.Y. R. '+'f_ �•.i ;� :.i;.'' .. � I LJ I ,. i i � � -1 - PHASE 5 - 37.630 C.Y. W/L 9 PHASE 6 = 34,880 C.Y. 4 ' ��> - PHASE 7 - 34,800 C.Y. 4 ~h erg: P ;,� , / ; ( ( / 10. EAST HARTFORD SAND & GRAVEL HAS RIGHTS OF ACCESS AND RIGHTS TO DRAIN ON tJ+r+ �VETLA ` S ` THE ABUTTING PROPERTY OF THE K-F BRICK COMPANY. "' j ti_• ' - / 11. THE PROPOSED DRAINAGE DITCHES AS SHOWN ARE DESIGNED TO CONTROL R E A TI O 7 W/L 95 VV�L�•� GROUNDWATER FLOW AND STORMWATER RUNOFF, " / r 12. THE PROPOSE OF THIS MAP IS TO DEPICT THE LOCATION OF WETLAND FLAG NUMBERS '_ :• 'a / / 79 THROUGH 104; THE VARIOUS PHASE LIMITS, AND THE LOCATION OF THE NEWLY t1- CONSTRUCTED DRIVEWAY. PHA - - 2.1 IT - LOW / -_ R RE ANDS5 ,6500Sq {ION .3 Ac S > \ /C j%� 93 '^ UtVER� 1 -- \ / `' if l F � Y i° \4 THIS AREA WILL BE OVEREXCAVATED TO APPROXIMATELY ELEVATION 78.0' AND a,�5 ' CwI P _ �-3 Q ( �'A / LINED WITH ROUGHLY 1' OF SEMI -PERVIOUS MATERIALS (SILTY CLAY)("THE LINER"). _ _ APPROXIMATELY 8"-20" OF SANDY SOILS WILL BE PLACED ON THE LINER, FOLLOWED ;9;;ti ter 2.72 - _ _ _ - .�` WITH 0"-10" OF ORGANICALLY ENRICHED TOPSOILS. THE FINAL GRADE WILL BE 82.0t' �_ __ __ - MICROTOPOGRAPHY ELEMENTS WILL BE INCORPORATED USING THE 82.0' BASE ELEVATION = G 2. 47 - \ ��'� A 12" EARTHERN BERM 8'-12' WIDE, WILL BE CONSTRUCTED ALONG THE NORTHERN AND WESTERN EDGE OF THE AREA, - W/L 9 WETLANDS CREATION AREA = 67,140 SgFt 1.54 Ac w VV /LI/88 T J THIS AREA WILL BE DRESSED WITH 6" OF ORGANICALLY ENRICHED TOPSOIL. I' `Y',, r " ' ,. ':, ,r. W �O� Q 0 SLOPE .b"•'fix as : '..= + y / / - { / O ) AREA = 19,600 SgFt 0.45 Ac r q O KEEP A MAXIMUM SLOPE OF 3 TO 1, +� b : AREA OF NON -DISTURBANCE BUFFER AREA = 19,870 SgFt 0.45 Ac . i t TOP s W/L 83_ PLANTING SCHEDULE W/L 81 WETLANDS RESTORATION AREA � ,� �' '�_ � • � i , � LAN SEE TABLES 1, 2, 3, & 4 OF A REPORT BY REMA ECOLOGICAL SERVICES, ENTITLED "WETLAND MITIGATION PLAN" DATED, DECEMBER 15, 1999 (THE REMA REPORT). - _ L 8 ADDITIONAL NOTES &SPECIFICATIONS ARE INCLUDED IN THE "REMA REPORT." P HEz / �5- --- ______ __ _- - _ _.___ .-_------__--- - WETLANDS MITIGATION AREA uj { SEE TABLES 4, 5, & 6 OF THE REMA REPORT (SEE WETLAND RESTORATION NOTES r ) �' •, __.- ADDITIONAL NOTES & SPECIFICATIONS ARE INCLUDED IN THE "REMA REPORT" �-.-___- III I ___. _ _ . _____ _-___/. SLOPE AREA l.•., � `� ! � -,-,._ ( I I _ -. _ _ _ - ,-_ . __ I I �_--_-___-_� __- THIS AREA WILL NOT BE DRESSED WITH TOPSOIL & WILL BE SEEDED WITH WARM `': t r •t' a I _ / SEASON GRASSES OTHER HERB CIOUS PLANTS TYPICAL TO A SAND LAIN TOP ASES&0 A L P COMMUNITY. SEE TABLE 7 OF THE REMA REPORT, ISOIL I NON -DISTURBANCE AREA T WETLANDS ON SITE SEE TABLE 8 OF THE REMA REPORT FOR PLANTINGS SCHEDULE, ADDITIONAL NOTES & SPECIFICATIONS ARE INCLUDED IN THE REMA REPORT :�^Jr565,900 sq. ft. Q GENERAL NOTE: O ` ELEVATIONS & CONTOURING WITHIN WETLANDS MITIGATION AREA COULD BE ��. � � , � ��• � �'• -' ''- ! \ ._ -•�--~\ REVISED FOLLOWING EXPLORATORY BORING. THE INTENT IS TO CREATE THE APPROPRIATE HYDROLOGIC REGIMES FOR THE CREATION OF WET MEADOW, SHALLOW MARSH, DEEP MARSH, AND SHRUB SWAMP COMMUNITIES. / X ANDS 41- 44C - - LIMIT OF REGULATED AREA (40 FROM WETLANDS OR .• x$ta {rAyy to �, �\ �� 80' FROM WATERCOURSE, o _ A WHICHEVER IS GREATER) \ \ \x tj 1 frt „�', ?,ecy l a >r.: P H -. � r. y��� t.� �:•� ♦ �„ g'•... \ Z'y,:+ r��✓•t • ldy„ t .r t r• k'�, ) R "' > • A �} ,-1R''.� J *� •*° w, -,. • > 4"e f - �l�a w '`«•',7 �. +:', .. t' '•� �`�•r V+ <�' rr �:•.' .'�? 8 O \ WAY FIELP VERIFIED � O C T B E R 18 1999 o ; K 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20--300b-1 THRU 20-300b-20 860. 291 • 8755 DATA ACCUMULATION Prepared For LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN : MITIGATION PLAN SHEET Coto INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE ■ Na, BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS C AND VERTICAL ACCURACY CLASS TD. 40 0 20 .0 ao esignPHASES 4 THROUGH 7 East Hartford Sand & Gravel 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ---- -- - &ro fBY A LICENSED LAND SURVEYOR PRIOR TOTO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■ eSSiO�"tc�IS Inc°�} 7 1-14-00 enlarged areas RA ■ John TFR*t-h B(lamlevsrrdl CONSTRUCTION. ( [[v i''EE't') , � DES/GAL• RA DRAWN.• RA CHECKED: RJA 1l�L tS. LL2� 15tlli 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12-14-99 revised plan RA A-; 12882 1 inch = 40 ft. ! Civil Engineers • Planners • Surveyors • CIS ✓� NO.: 99-119 DATE,• Oct. 20' 1999 IMPRESSION SEAL AND ORIGINAL SIGNATURE ----- -- ve Y OF THE PROFESSIONAL ENGINEER, /Cfvfrorx: vnvor,. 1 mn I nz,Tr- � TI()nf I RY 1o1runA0nvn D. . LnAnA n Tr�_r L1 I I 07 SOULrl SO!ellt' roacl SOUtri winasOr COrreC LGu' ObU/4 D7AWVG NO.: 11J-N� VA� vd'PI�VcnWn4Q.lLfwa RvAv%iaoaa�o.�Ul0rovmxw1 /�ftt.0llllllllt�6 LLr�lL6aUlad I��� I��Y�ri�l I r 1, 1�� � ��� • A._. �` � L :`:,ai: at":•: •i a ; ,,.., t. :r: 'c; ,y.x3• -z -; '`r r _ - s _ ," •,. -< -, -, ,. ..1, p�: ;' � •t r . .. .�.q., _ �. , y� u rx t+.. .r. �I'4 r< r �a�� £ � .�5� '5+,. 3 '.,e� ' (. .X .•-"t -' t •I' .., r ,9 - • t `•# 'jvi• .f,,. rf. 9 4 �y�S' ' .. V t. t j l Y .yy'� I . t FK � .z : ,. �- . •o M� - ,�L.� rd - : - a r. , - .,aM,, - • ,9•. •,a. • 9 , _ -!hh_ r,�' ..t .J t"fIT.'; .. rW_ . .nM• \. . t..- .. . !�c y . ..k .;�rf ..,. . .. na•, . K.may ' `."" -..].. �f i J .• . a ,f, t 1 �, 3.. L` `, q .L v J_ _ y a. 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'N'. 4 eI t �r-a' + - I . ,' I qo i 1{ tt;�,� S. h� 1 y v+ rYY ! 0 1, r e ti I ;. '. tM+• k '' -L . „�•.3h. a 4; �`" ,( `1r•' .. t a, „ + e` y �{M �4•! • P ` +~ '' >;_; 11 •M ,*11 i T +at P" a .q 'F'tT',Y. f ��1 M y�r'Y,� ,4 T M , rkt r4 ry r!, ` ; - J t F. RLrt i', a ! -_.�• ,�, p� Y..r �.} a.4 } I,+V, y 1. it' 9 Ap- ';#• ., , "., .\ _ ti•Mv - I 1. -, ! t t '.r { f qrt .. 'c. S. �„( 1T '; :t I sN3 `r' r:y{ . ¢ r ? i�r'- + a. ! ' , � s• t t y f { T4, ii Y { y j a k. J.. 3 a i 4 R _ s Y �,j �i f J - r''�T O -' ; N ,, •,fir _'��{ L '' s4" !,.4 r ,f i ,♦ . . O ♦•„ '..a- T„" _ 4.T_ N ,7 IS{('.. r :Q^. atJ fit. 7 4. !�. ., .d'. • _ �y i♦ L '., Y,_ X'}-maytrN 11 .�.- R y' , �} C •�� �� •t ', I. k f �- 3 - , _ _ ✓ 'I., l <: " } ft r li �. :, L - ♦ ,. k ��, 70 t r : y. ! 4� .. Q 3. 92 ,• J •J ', J. • v 1. '!,4 .. r - - ____ -__ _.__. _.- ._-___- _._. _ - -_ ._ __ __ — -- -...--_._.._ _. _._-.._ _ _..-. __ __. -T __---.____-__ __- �- �. , _ } y t- s1. r..T ,:.: r - - 1. T�y : DA TUM r E V r ,: t 1, 1. 0 r r 00 r4- Y ::fi,Ef :s. I �l �• t !,4 t O a' w S r t3 7 r . �` c. = rn r r, , '( �,, may., r%tr 4 ..('.,d - rs V ..k 4r... Mf: •r,,^ t ..:.� ,. r to f i J .+ ..t-. 71t -t.. I . c T + r MyL r yr _ a ! c a ,•, 5 miry X * y•�. l 0 '� - -! J 7N L • , t _ . -a �; -. F'!, �Y ,{ 1 ! f '} •.Jn p fyr.r 1,! `` 't '.'y Mt r Jr'. xue :F 4 at.'�f ,. i + + `, - h- � - s yoyi,_,,•C_ti i<a; ,- ti y. -,.a,r I.. -. f r icy y1i'- „11 J1�1} c f 'F? / tf f' jY • L�, ,� j �� „ 1 „ = 5' VERTICAL ;ra4`aI { �` ;<.� t 1„ = 20' HORIZONTALCR(388 ;t% r`11t rr , ,r. J xh - '. r t . '11,;Q�m �11 a .. °y . ,.,'.� r.;f`t d-^ ,'f- . R t' t ,. y r Y. j. 1. o - x I. UNLESS OTHERWISE NOTED" EXISTING UTILITY REVISIONS -6 U N LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE �- , ° O,9 INFORMATION. ALL EXISTING UTILITIES SHOULD 1 ..14•` o in BE FIELD VERIFIED PRIOR TO CONSTRUCTION. .��°�.�t,"'!=`�" o 2. ALL UTILITIES ARE TO BE STAKED iN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO , .: '`1`'q Vic•' q�*�tt,.A CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 11�.�° I t-14-2000 Revised Plan RA I.-, \ IMPRESSION SEAL AND ORIGINAL SIGNATURE r,�� — Tur .o t_rcc,^Le rk1f1 irro/citovrvnc, "' mn nnTF nr,SrR1PT1nN By 3�CIMO[m A 0 = A9 ARE N I I*] 0 11, 3+-00 860 291 8755 neslan i7rofessionals, inc. ■ • Civil Engineers • Planners • Surveyors • CIS Fj`. ,(,��.� s,,tellifn road sout- Wi,lasor ;:)rinecto-:Jt ",60'4 4+00 BOUNDARY SURVEY PROFILE PLAN DESIGN.• RA I DRAWN. RA I CHECKED: RJA ✓06 NO.: 99-119 DA TE,• Dec. 14, 1999 DRAWNG NO.: 119mtotn s Resurvey Prepored For. SHEET East Hartford Sand & Gra vel I ,Q / John Fitch B®uRevaiid 8 South Windsor (Connecticut 4 e LI I_ — __ - .. T -- _ . J' 1 - . is * I . - -'� , 'i>` 'yy t `[ . f. t - • t 'E r - 1- } it w tJ .�, 1` ! .!r -.,4' I. Y _ ,'L i M.i. r {' 4 k' R:+ 1 .w N M t a >.. r• i,r 4 -t _ y iN: %^ R v w}L r „ s �ff.S y � r' r 3y� y r is i._ �(` ;., ..+. Y' t k v J r ti• t r' _ i 1 'ra . _, t �.. a ,..t X:- - . ..f . _: _