---

18

WOL 12) 48' 11.92 (0"" 23)

DMH 23 19.77 36" 12.93 (DMH 24) 18"293(Fll)

.. ,8' 11.91 fNOlr"

48' 12.B3 (OMH 22) 633915,50

DMH 24 19,88 36' 13.88 (WQU 9) 36" 13.78 (DVH 23) 634079.21 18' 13.88 (O"H 28) 36' 13.88 (O"H 29)

DMH 2: 21.68 12' 15,12 (DMH 26) 24' 15.07 (DMH 34; 634262,90 15" 15,12 (C8 25)

DMH 26 21.48 ~ONE DMH 27 DMH 28 DMH 29

21.10 20.07 19,60

NONE 18" 14,15 ('/IOU 10) 18" 14,00 (WOU 11)

12" 15,23 (DMH 25) 18' 16" (WQU 10) 18' 1405 (O.H 24) 36' lBe (OMI1 24)

63428387 633966.23 634065.14 634090.94

@ 24' 1400 (FI 3) O"H 30 24.Bl 12" 18.72 (eB 29) 1 7 A 'MHll'" 7600 5.: li':l/g~"3if)

OW.. 32 25.00 18" 19.13 \e8 35)

24' 1362 (WOU 13) ..

2" 11.34 (O'e 30) 18" 19.03 \WQU H)24" 1445 ca 23)

633432.48

63342025 63376226 634168.04OMH 33 1!1.75 12" 14.98 C8 40)

24" 14,50 (OM,.. 34) OMI-. 34 19.49 24" ',4.77IDMH 25) 24' 14,68 (DMH0'634208

15" 14,77 CB 24)

(0 ® ~ • 8" SO

35

897597,06

B977B9.82

898172.7.(

898214,80 897677.06 8S780Ul4 897800.46

897751.48

897624,06 897454.80 897976.96

« o

CB 39 CB 40 ca 41

'("8'42 .

25.60 19,' 3. 17 80 '8.00

18" SO l = 7..... f-=.~--,,S = 0.0338

1e" S'] L = 173' S = 0,

NON:: NONE IS" 11.68 (CE 42)

. IT mo \fl 3) .

24" 14.70 (CB 19) '2" 2160 (ea 37) 12" 1.':.13 (OMH 33) lB' 12.63 (WOU 16) 15' lI50 (i:If 4'1

898182.9; 633125,91 897818.50 634107,57 898003.24

L "" 50' 5 *" 0.0100

6347'2.05 89871341 18" SCI 634708.00 .... 898573.24 ~ L '* '25' -

S 'i= 0.0021

o 0G® lB" so l t' 28' S 01= 0.0020 .36" SO L ..;0 246'

18" SO L = 176': 5 == 0.0019

FI 1

SD I = 10' == 0.0020

SD = 17' =- {}.OO29-··

12" SO I L == 70' S = 0.0026

26

S • 0.002E, I

',2" SO L ". 24' S "" 0.00

24'~ SO ". 59' == C,002

.-.~ ...L

~ OMH

74" SO L = 77' S ~ 0.0020 I

DMH 15

12" SO L = 13'

OMH 13

._. -CB

'12H so

cll

F.F.E. 19.5

CB

RIGHT-OF-WAY

l

18" SC l',f= '00' . _. -=

- -

8 7 6 5 4 3 2 1

F

-- t -- - --

I

, i -~- +--~---t-it--+t-f-'-------l

I

F -- ,- ----- - -+30 30

PROPOSE)

GRAOE

-~- ----- --- - -- - --- ~.~ -1- -- - - -- - --- -- -- -~-- - . - ---~~ /14-----n---~__J

-- --- -- - -- -- - ~ ---- - -----+-- ----- 20

'J.O.li

l ~"""'~V,;',; . /

I - t- ../

. c.-.C1 ~;;; /

10 --- ~ -- - - ~ 10, - "'SDq;~m~ .~--~

L 193''-.- ,,' S 0.0047\2liL -- : (SEE NOTE 2) I

-~~---- -~-~--~---t--i--~------ - .~- -- - ~- L_. __ ,. - - -- -~- - r~~~ - - ---. -Li ~,,-'-------.. f) BEDDI~G (TYP.) ,"'SD

E l=64' E 5=0.0061

. ,I

200+00 201 +00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211 +00 212+00 213+00 214+00 215+00 216+00

STORM DRAIN PROFlLE "A"

SCALE: 1" co: 50' "'iORIZ. 1" = 5' VERT

lnL :Ii " " OJ I . . "u~ •,~, , N N ~:g ill ~ i!: ;; 8~:8

N ~ ~ ~+ ~ N N + N ~ " + ~ + 8 + a ++ + ~ . N

Ji .. N ~ ::l

N OJ

ri S N ci Sill:: NN"'" \2 N:

---

8 7 6 5 4 3 2 1

30.---_,----~----,__,~-----,-,--------~-------,--r-1--------~'----,-----,----,,----,----,-----,---,,-----r--r-------,----,----,-----,-,--,-----r--,_,--,--r.----,-"-------,-----,--~ II II I II Ull~1 • I • M~.... J ! I II i I ~ '!.c: \0: 0..... I I ' '!.o:'!a '!.o:'z ! '!..: ~ i \0:: ~ ':..:b §E , I '!It: 0,.. I

12.96

~i~~ ~!J iii ~L; ~ : ~~!~ ~t~~; i ' n ~ ~d ~i: i ~t-l. ~:d ! ~ ~ i ~i~~i :i F F

, ,

20 +-' • I .: -+!---; : r' -~.; -~-: ,£ ~ ..... i-- i --- ! ~-=-~..L'--Ti---.J+_._--_-_.-j[5 . Iii I I i 2 i 12"" I I, '," : I : :/ESCC r- : J: ~

I " 'I'

" II.--~ 'I I ....rES'C , II , I 1/ ,71:' 5UM" I' I ' , " ' I

----_t_--t-----~-- ----. -+----- - ~-, t---~-..... -- ...-==--i-:_ ItL-tt~~-F="==~=9=.=n==,=,'":::,,~==t:'~=l:\L'=~~-:J~-_._--_ ... =-=-=-_--_-_T'-'-~~_--_--~_-+~t-....-+-------'--- -'---+-==it~,:':',-=-~=so=i===li==,:ai'~~=D==·=--~·.=~,==-·::.:-=FII====~:====,=t-H~=-:---=:-::-=ri-.JJ'---+" .J'--=ibj I--------------j ~-----------l--!---------i~~·~·~=--..'~2~1~/22"qSO~~ .! I ! /~~~ WOUI' ! ~~~ I I' I __I~___+"-;g;r~:~~·O."~~~-WO-UI-'5--~i---\--t---1i WQUI5 I' V::O, WQJI';, , i';°9~ S","2 ,,' SD \ '" I 1111' ,I "I" : ' I ------\--+-----t---;;j k- ' 'U\ I i Wz:

10 - ....~ f- -C_, T----~- - [~:~Q1!lL--+ ---t--;----- •.~3J:=-c:·.=.=.=r!=--·tj,-=1~-:-==~+-~--:~='~D.~o~: ..,l;";L~=~--4:==____==t=::!:,:-- ==::l...J-------- ~=·-¥~:/~·t'·~=~~·1'i~~=~~Sv~·3:"~JO~,'~W~QU~I~3±'=~::.-=:±I==-=~~~i\~,,~,=~==~~:;----~I,-~I~-D.~O--77/I~~';I\\=,.!·\·=~':,:7-/;jJ~\.,~L ...~'D~.8~5·['=~--+ ..·tl::--::.:::::..-.___t~~-c=='\.,,'''''1.2?lF~~I~I.~!U/'--.....:\,;lI"' L.J,,--\------:-j l---------~-l.---------;l,\, \ 1\ 9.'4 lliL . llli!.U i~-- \.!J!""'- ~ .. I I-'-!-- , I . \ I,' i59.14 .61 I ...:.. \1Ol1.. i ~ ~~ ill _~84 i ~~ \ ' \ni.. ,-------t ! \ I __ --- - I I J ~t~, L 4B"SD ! ~~2~' f-l: ~I ____ I--r:! 7.76 _ ~ --F --==--::::::::::-- -L I !,'____ ....;... ___ -.-: -I - - - - - - ---~. L' 48"so I 5=0.0021 L .. OO' I S"'O.oo-- , , ' I L=233' ! S-0.0021 .-:::=.

--- -~----r-~6i5-' ·----1~1N~-OT-D~2)..J~------ ~~~g;2~---- ------------------ --- ---~ ------ ~:E~ ~~ ~--- ----. ~ ~~i2:--- t--- : - ····+:-~6~20----j ..... - --\-1 ~~~2:--- -; i~!~~:i~~:f-r -~" -~--------'-:-.----+-!----+1----.___ 4-___ ··-1---- -- , -- i------- -..---- _L,------ I ! ! I

, , j ---- ----+-- i-o -- , -j --+:------- ----;--! , ------ _._

I IE E

I j I I

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00

STORM DRAIN PROFILE "K" SCALE: 1" ~ 50' HOR'Z.

1" = 5' VERT.

30 r--~-r--,_----r-------_r_,------_n--------,,------,30 3030r-~--r--.---~-r------~~-------r,------------~,-----~!---------r--------T!,------~-.r-',-------~------~,-?-~----TI,.----,------,.•" " , , '-'" ~ ~ 8 ,~ 8 to! I --:' ~ 3; ~ 8 ~

--- 30 30 f : : l~---1li':;jClt~i-ElOS11IIG----f;8-ll-----f-;~~d'---,'--,'----~~---.-- .~:-, ~ ~-~I!l~~~---!t!hl--~I~! 1----+~-+---;...:-:UlING±---t--'-'----r---t-i, I, I,'"'I,1----:_="=-----"----;' 11,i--+, __ -+_F==~_~EXIsn'f

~'tOPO:'lED

\' '''DE, 20 20 20----- --- -- - f--- - ... \ ..... -- t 20 ,--~; 7-_~,-:c:t--=l:~lL:~+:-.==~;i;===~IJ,==bi~==C:=~~2= I' I: I' I 14.56 ',L 14.65 I ,

20 ---------'--+.. - --- .-----.-- --------- 20 20 - -~--- ---.- --- 20 - \--- ~~ F~ if .. I-i - U~=··=..~--~-='-=-=11==~:=~:====t~~==t~'==:::-lr·.~.. ~~~~f==~~t:: --t_---_----i-·-----\D 0~~~1~ ;f: ~L\-,-~2-;5,5+--'-2.-91~ ~ 1301 ' : t- : ~ '~45 ~-"-"'; \-1 \4~r ii I D-I, S",m0846

12.55 -. -~ - ------ TOP CF- ---- 10 10

Ina -~- . k?~'-+-brv""'''''A1, L_---i,-CAP GRADE11.l4 36"sol=27' WS..0,0926 ,~ I / ISEE NOTE 2) TO L=79'

9.14 ---+--

--'

-~-

i 5=0,0045V 13.75 ...J L- .! !',L-I--'] ~U\k-\"-'.:\6' \I':23::,a~/1'/ 48' SO z: ,

S", .0020 10 - - - ... / --- 10 10 --\ TT 3l) \- - • • ---- 10 - ---+1-1+------- -c---- -- , - ---11---· -i-----·~---+I--------+I------'-- -----+-- -----IIO.6e

;I~ b, 48'50"'--- APPROXIMATE TOP OF ! • ... ,,-~ / TO OMH#2 1 '~APPROXIMATE!NiTIAl GRADE '6"SO'-..--- INiTIAL GRADE(SEE NO~E

8 7 6 5 4 3 2 1

30

,t'so rlt~L''''

5-0.0026

~~~tL, ..---.

r-----rr----~rr----_r--~~~--~~------~----_,30• i ., 51~30 .-----~._--_r--,_------_r------~------_,30 ~l" ~

.."" , ~U ; ,~ ~ ~ . H~Id iii l~j

~

iii g i 30 -illLJH-o.fC STORM DRAIN PROFILE "1 STORM DRAIN PROFILE "r STORM DRAIN PROfiLE "M" STORM DRAIN PROFILE "BS" SCALE: ,.." 50' HORIZ. SCALE: 1" = 50' "ORIZ. SCALE: I" = 50' HOR Z.SCALE I" = 50' HORIZ. SCALE: ,. = 50' HOR'Z.

1" = 5' VERT. I" = 5' VERT. I" = 5' VERT.1" .. 5' VERT. l" == 5' VERT.

30 ---~. 30 30 30 30, NOTES: ,i -~ " ~ 1>''' , ,: 2''Io::biil' • iil i ~ 1. APPROXlt.lATE INmAl GRADE IS BASED UPON AERLoIL SURVEY 8~8 ~ CONDUCTED IN THE SPRING OF 1995 PRIOR TO COMMENCEMENT8 ,

+~ ~- :gB 8 ~ I 8~~ B

OF STOCKPIUNG OF t.lATERAl ON-SITE BY THE U5,E.PA OR~M ~-- I ,II II OEMOUTION,'" . ~'--'1'!.. "1-+---- '--m -----+--- ,In In In ",In .." In ~

2. TOP OF CAP GRADE IS BASED UPON A PLAN ENTlTLED 'GRADING ;JROPO 0 PlAN - TOP OF CW DRAWING C-004 PREPARED BY FWENC AND GRADE REViSED THROUGH 8/23/96,

,Y !

.-- 20 3. PROPOSED GRADES INDICATED INCLUDE 1 1/4" OVERLAY TO BE -~-----------

20 20 - ------!

--

,

20 20 -----, +- ----- , 20 201----- 20 20 ~-...:~:t-t---I'--...---i 20 CONSTRUCTED BY OTHERS. RNISHED GRADE CONSTRUCTED BY EPA! PROPOS , GRADE WILL BE SET AT ELEVATION 1 1/4' LESS THAN PROPOSED GRADES INI PAVED AREAS SHOWN ON PLANS,

PROPOSE I 16.92 17,86 Y 18.00 GRADE- I--- , 4, PROPOSED CATCH BASIN RIM ELEVATIONS SHALL BE SET (AT\, , I 14_93, EPA GRADES) 1 1/4' LOWER THAN INDICATED PROPOSED RIM

..__ . , .. _.,, - -:--- -- - ,- ----_ .... -------+" t-'----'11~I;t'-'-- ELEVATIONS, ALL OTHER OR.'JNAGE STRUCTURES SHALL BE BUILT

, I 12.96 15,00 TO THE DEVELOPER'S RNAL GRADE.I'7so o ISSUED FOR CONSTRUCTION 9/27 96L-2S'! I 2150, 15=0.DOSO 5, THIS DRAWING IS BASED ON DELUCA-HOFFMAN ASSOCIATES, INC. r , I \ J.1QQ.... '-~L"I7' REV No DESCRIPTION DATE APPROVED , GRADING AND DRAJNAGE PLAN REVISED THROUGH APRIL 4, 1996,S=0.005O REVISIONS2150 THE ON-SITE STORM DRAIN DESIGN BY DHAJ HAS BEEN VERIRED BY

10

:

I-------.,--~-~+~" --- . +-. +-,. -"-, .. 10 10 I --._. 10 \0 10 10 10 10 10 I '--iL.'" . NOBIS ENGINEERING, INC,, I \ 10,28 5=0,0050 U.s. ARMY CORPS FOSTER WHEELER APPROXIMATE ! ,i 21"so E~RDNMENTAL CORPORATIONOF ENGINEERS NOBISINITIAl.. GRADE 9.14 L"9'

-; 470 ATLANTIC AVENUENEW ENGLAND DMSION(SEE NOTE 1) I~SO S-0.005O8.15 &INEERlNG, INC WALTHAM, MASSACHUSETTS BOSTON, ~ASSACHUSrns 02210.1 r GRADE

---- T P OF--- -- DESIGNED DRAWN CHECKEDr··-·+f-- f--, OF

CAP GRADE \5.00 (SEE NOTE 2)TOP OF ' \ •.5 A,G, MER P,W,D, REMEDIATION OF RAYMARK INDUSTRIES, INC

ARE WITHIN BU~'NGS CAP GRAD( i1~DEf 6.50

1IN tolAY 1995 \fHEN SURVEY (SEE NOTE 2)---' (SEE NOTE 2)

i SUBMITTED BY: PART OF THE RAYMARK SUPERFUND SITE THERfORE NO WPROXltAATE

IS SHOWN RCRA CAP DESIGN

o I o o I o '-______"-______-'-______--' 0 o '-_____________-'-______--' 0 370+00 371+00

o STRATFORD, CONNECTICUT27+00 26+00 26+00 29+00 29+00 30+00 30+00 31+00 PRINCIPAL OF A/E FIRM ...A 1'\:'

STORM DRAIN PROfILE "Cc" SUMP 1 PROFILE SUMP 2 PROFILE SUMP 3 PROFILE SUMP 4 PROfiLE STORM DRAIN PROFILES SCALE ,.. = 50' HORIZ. SCALE: I" = 50' HORIZ. SCALE: I" = 50' HORIZ. SCALE: I" = 50' HORIZ. SCALE: I" = 50' HORIZ.

I" = 5' VERT. I" = 5' VERT. I" = 5' VERT. I" = 5' VERT. I' = 5' VERT.

SOUCITATION NUMBER: SHEET REFERENCE:DATE: SEP 20, 1996

C-026I-S_CAl~E:_AS~S_H_O_WN~-j DRAWING CODE:

FILE: 01000-50,DWG SHEET 3 OF 3

8 7 6 5 4 3 2 1 __________1 ________ , __

P,E, STAMP

http:5=0.01.31

- ----

-8 7 6 5 4 3 2 1

F

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