REMEDIATION OF RAYMARK INDUSTRIES, INC PART OF THE …REMEDIATION OF RAYMARK INDUSTRIES, INC PART OF...
5
--- 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 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.: 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 634168.04 OMH 33 1!1.75 12" 14.98 C8 40) 24" 14,50 (OM,.. 34) OMI-. 34 19.49 24" ',4.77I DMH 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 ..... 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 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' . _. -=<:- -+- . S =' O.OOjl = 12' 24" SO S *= 0, O· 78 48" SO , 193' 5 = 0.0047 , I I 8" = - , = = 18" < 5'" so ': L ;, 23' S '" 0.0552 SD = j' = 0 01.31 '. , SD = 9'" ..= 0,0020 2" SD = 62' = 0,0025 . 4" SD . I = 120' : S = 0,0025r 50 14' CB 25 a 00El6 24" SO L = 58' S = 0, 2" SO = 43' = 0.0026 I I 5" SO I, = 94'- ; ..= 0.0025 30" SD f ' L = 56 $ = 0.0025 L == 83' S = 0,002 '." 18' SO L 07 !56' _. __ __ __________+:S ;0.D098, 24" SO L """ 57' S q. 24" SO L - 18" SC I 1 17:11: SO S U'lJ"O, i L = 12' S a 0083 SO 56' 0.01 DMHB , SO II 148' = 0,0021 RET AIN1NG BY OTHERS 3 \ 48" SO 233' 5 = 0.0020 PA-.£t.lENT EXIST CATCH BASIN Rlt.! ELEV INY OUT .. EXIST 8 7 6 5 4 3 '2 1 Rim EI. Rim EI. Off-Site Off-Site Rim L Strcet 'nv. In Inv. Out Struet. Inv. In Inv. Out Strucl. Pipe Inv. Out StrliCt. ,. inv. In (See Struet. ID Inv. In Inv. Out Struct, ID Inv. In Inv. Out \,)ee 10 Dia. Ele ..... Dia. t-.ortr>,ing Eastipg 10 Note I) 0:0. Elev. Dia. Northing Easting 10 Dio. Elev. Dio. Elev. tIIorthing Eosting !O Size [ev. Northing Eosting (See Note 3) Rim EL Cie, Elev. Die. Elev, Northing Eosting (See Note 3) Rim EL Dio. Elev. Die. Elev. Northing Eosting Note 1;' FII 18' OIA 14.00 633971.95 897569.94 DMH 1 20.32 48' 7.76 10.H 2) 12)48' 766 (cmOT) 633520.81 89820888 CB 1 18.43 18" 13.75 (1'tQU 1) 633607.33 898307.'3 CB 43 19.60 NONE 12" 14.82 (eB 47) 634261.00 897933.55 C8 71 32.33 NONE 12" 27.43 (es 74) 6332#.00 897182.18 CB 87 12.56 NONE 12" 7.14 (OtIH 72) 63416197 899104.99 24' ellA 14.50 634133.72 897745,51 CB J2 12' ca 88 ,,' 897567.34 48' 776 (O.H 19) CB 2 16.36 18" 11.# (C8 3) 20f 11.36 ('fIQU 2) 633715.82 898524.56 C8 44- 18.68 12" 15.30 (CB 45) 12" 15.25 (eB 16) 634492.92 898208.24 " 2 33.68 NONE 'B.6B(CB 73) 622323.5' 897163.22 18,20 NONE 15.10 (OMH 73) 63310'.06 FI 3 12' DIA 16.75 634698,56 898554.32 DMH 2 C8 73 29.11 2-12" 2411 (CB 72/74) 15" 23.86 (GB 76) 633322.30 897273.90 '964 18' '0 05 (WOU 1) 48' 8.05 (OMH 1) 633561.69 898329.8B CB 3 16.78 NONE 18" 12.38 (CB 2) 633693.45 898468.67 C8 45 19.30 NONE 12" 15.42 (CB 44) 634470.50 89B166.09 SLOTTED 15' OIA 11.85 48" 8.15 (O"H 3) CB 4 14,96 24" 9.72 (CB 5) 3C" 9.62 (1\I)U 3) 633783.28 898591.50 C8 46 19.40 NONE 12" 1549 (CB 26) 634354.00 898036.78 CB 74 30,04 12" 25.14 (eB 71) 12" 25.04 (eB 73) 633247,94 897275,16 DRAIN DMH 71 11.81 12"5.J7(CB B4)/15·5.37(CB B5) 15' 5.27IcmOT) 6337B873 898811.64 DMH 3 ')44 24' 1060(WOU 2) 48" 8.74 2) 633667.50 898548.66 CB 5 14.72 30" 9.96 (CB 6) 24' 9.86 (CB 4) 633810.44- B98645.99 CB 47 19.00 12" 14.62 (CB 43) 12" 14.57 (CB 23) 634197.32 897882.14 CB 75 21.33 NONE 12" 1633 (eB 77) 63326324 B97502.21 DMH 72 12.01 12' 6.67 (CB B7) 12" 6.57 CB 86) 634062,96 899112.91 48' 8.B4 (OMH 4) CB 6 14.78 2" 10.20 (CB 7) 24' 1010 (C8 5) 633837.72 898700.67 2 1/2" 14.57 (SU"P 4) CB 76 19,33 15",4,08 (ea 73) 15' 1J.98 (es 78) 633341.11 897490,08 Inlet DMH 73 18.77 12"14.94 (CB B8) EXlsnNG 633186.68 897557.64 DMH 4 15.97 36' 9.37 (WOU 3) 48' 914 (OMH 3) 633739.03 89B652.81 CB 7 14.84 NONE 24" 10.34 (CB 6) 633864.93 898755.27 CB 77 17.25 12' 1225 (eB 75) 12" 12.15 (CB 7B) 63329203 897625.90 N Struet. Struet. 48" 9.24 IDt.4H 5) CB 8 1652 lB" 10.51 (CB 9) 18" 10.41 (WOU 4) 633971.91 893898.70 Str Jet. WQU Rim EI. Ir Inv. Out ID Inv. EI. ID Northing Eosting CB 78 14.83 12"973(CB 77)/15"9.48(CB 76) lB' 9.00 (C8 79) 633369.94 897612,74 2 1/2" 1296 SUMP 2) CB 9 17.17 18" 11.DE (CB B) 634017.52 898937.29 10 Model (See 010. Elev. Dio, Elev. Northing Eosting CB 79 13.70 18" B.42 (eB 7B) 24' 7.92 (CB 81) 633393.59 897758.84 08 DMH 5 16.27 48" 9.71 (O"H 6) 48' 9.61 (OMH 4) 633824.47 898790.44 CB Ie 18.92 NONE 15" 1104 (DMH 17) 634132.82 899076.49 I) SU1-.lP 1 18.00 Dt.4H 19 633496.97 898171.32 CB 80 16.60 NONE 12" 11.50 (CB 80) 633361.78 898017.75 6 17.9: lB' 10.12 (1\I)U 4) 10,07 48" (Dt.lH 5) SUMP 2 13.00 DMH 4 633737.13 89866190 ca 81 16,27 24'669(CB 79)/ 12·7.59(e8 80) 24" 6.59 (CB B2) 633431.34 B98006.00 F F 633949.80 898927,88 CB 11 18.55 NONE 12" 14.00 (DMH 17) 634064.11 898976.66 WOU I '800 IS9B 18' 12.651CB 1) 18' 12.55 (O"H 2) 633591.22 898315.15 SUMP 3 634045.03 CB 82 1907 24" 549 (CB Bl) 48" 5.39 633459.73 898225.34 PROPOSED RECONSTRUCnON 48" 10 12 (OMH 7) C8 12 15.03 15" 11.66 (CB 13) 18" 11.61 (wau 5) 634500.55 898888.06 1\I)U 2 4800 16,74 24" 11.24 C8 2) 24" 11.14 J; 633698.82 898533.04 15.00 DMH 7 89B969.58 o G 0® C8 83 14.70 NONE 12" 8.75 (eB 83) 633610,45 898607.55 , OF ROUTE 1 BY CTDOT. C8 84 11,53 12" 5.58 (C8 B3) 12" 5.48 (O"H 71) 633771.93 898793.13 7 17.66 18' 12,28 (WQU 5) 48" 10,28 (DMH 6) 63402531 898969,04 CB 1J 15.0C 15' I1.B5 (ORAl') IS' 11.80 (CB 12) 634570.20 898858.20 wQU 3 6000 15,60 36" 9,51 (ca 4) 36" 9 41 4) 633754.02 898632.04 SUMP 4 ': 7,00 CB 47 634208,57 897899.58 48" 10.331DMH 8) CB 14 20,48 24" 15.20 (OMH 18) 24" 15.10 (OMH 14) 634504.00 898461.32 WQU 4 '800 11.'0 18" 1031 (eB B) 18" 10.21 (O"H 6) 633951.45 898912,50 REFER TO CTDOT ROUTE 110 C8 85 11.74 15' 592 (eB 86) 15' 5.82 (J"H ]') 633851.25 898880.49 2 1 /2" 14,93 SUMP 3) C8 15 20.48 12" 1497 (CB 16) 24" 14.93 (OMH 15) 634400.74 89825422 wau 5 '800 1784 18" 12.63 (OMH 17) 18" 12.53 (OMH 7) 634039.46 898983.18 RECONSTRUCTION PLANS DMH 8 20.24 48' 10.85 (D"H 9) 4B' 1080 (O"H 7) 634245.4(; 898870,85 24" 14.97 (DMh 16) WQU 6000 19,00 ]5' 12.46 (O"H 111 534554.37 8987'7,03 , CB 86 999 12" 5.97 (O"H 72) 15' 5.87 (CB 85) 633981,00 899023.37 : 6 36" 12.55 (O"H 12) O.H 9 20.24 48" lUI (O"e 10) 48' 1116 (O.H 8) 634385.91 898808,17 CB 16 20.51 12" 15.08 (;:;8 44) '2" 15.03 (C8 15) 634426.70 8982.(\.27 WQU 7 4800 20.10 24' 13 87 (CB 19) 24" 1J.7B (O"H 19) 633510,43 898132,08 12'" SO 36" SO 12" SO 15" SO I FOR WORK WlTHIN 8 " L = 299' L = 2C' L = 136' DMH 10 16,68 18" 11.451WOl '5) 4B' 1140 (O"H 9) 634476,29 898842.14 C8 17 18.33 "lONE 12" 14.82 (DVH 15) 634421,97 898334,15 1\Il!J B 1200 21,50 24" 15.11 (CB 20) 2" 1502 (O"H 10) 633+82.39 897970.03 L 'f 69' 36" sc :.. S == 0.0048 S = 0.1575 S := 0.0060 36' •.. 45 O.H 11) ca '8 18.33 NONf 12" 14.55 (OMH 14) 634449.93 898390.23 WOU g 4800 20.08 24" 14,01 (ca 23) 24" 13.93 (OMh 24) 534093 13 897808,76 S • 0.002',1 39' .- I L == OMH 11 19.00 36" (WQiJ 6) 36' 12.28 (O.H lC) 634658.52 898742,65 ca 19 19.57 24" It.,lO(eS 38) 24' 14.00 (WQU 7) 633527.43 898126.51 WOO 10 2400 '991 18' 15.50 (OMH 2,r) 18 8 15.42 (DMH 28) 634047.68 897779.16 12'" SO S = 0.0020 I "I 15' 12.36 (WOU 16) CB 20 21.09 NOtE 24" 16.00 (WQU 8) 633499.20 897967.5' wau 11 1800 1932 18' 14.17 (CB 27) 18" 14 05 (DMH 29) 534080.22 897752.44 OMH ',2 19.10 36" '301 (OMH 13) 36' 1291 (WOU 6) 634640.57 898634,39 ca 21 23.15 18' 17.72 (ea 22) lB' 17.62 (WOU 12) 633765.05 897742.69 wQ'u 12 1800 23. 7C 18" 17,28 (Ot.4H 22) 633741.32 897695,74 L 46' OMH '3 36' '450 (OMH 14) 36' 1445 (OMH 12) 634505.',2 17.36 (ea 21) 2' ,06 898362.71 CB 7i. 23.1:' NONt 18' 1839 (CB 2') 633891.69 897519.56 WOO 13 3600 24.16 24" 10.40 (D.H 30) 24' :0.30 (OMe 21) 633435.59 897802.34 DMH 14 634464.85 21.33 12" 14.61 (CB 18) 36' 14.56 (DMH U) 898382,79 CB 23 19.32 12" :4,]9 (ea 47) 24' 14.29 (WOU 9) 634152,94 897943.04 wQU 14 2400 20.07 18" 13.84 (DMH 32) 18" 13 74 (Dt.4H 23) 633892.78 897575.97 I 24" 14,61 (DMH 15) 24" 1439 ("H 33) 3600 18' 1156 (CB 12) 634489.03 WQU 15 '5.87 18" 1148 (DMH 10) 898860.10 24' '4.89 (CB 14) CB 24 19,' 5 IS" 14.85 (C8 26) 15" 14.80 34) 634223.73 898856.08 wau 16 3600 70 634681,5J 898730.0J i8' 12.5' '018" 12.46 (0.H 11) DMH IJ 21.30 12" 14.78 (CB 17) 24" 14.73 (DMH 14) 634436.89 898,326.71 ca IS ':883 NONt IS' 15.. 35 (DMH 25) 634174.61 898216,76 24' 147B (CB 15) CB 2E 2104 12" 1536 (CB 46) '5' 1:.31 (CB 24-) 634308.36 898071.91 898197.84 DMH 16 21.03 NONE 24· 15,12 (CB 15) 634372.63 CB 27 19.09 IB" 1428 iCB 2B) '8" 14.23 (WOU 11) 634068.07 897720.69 63405005 DMH 17 18.02 12' 13.76 (CB 11) 18' 12.66 (WQU 5) 898993.78 Ctl 28 19,' 8 NONE 18' 14.63 (C8 27) 633945.57 897588.26 FI 3 8 8 15' 1276 (CB 10) . CS 29 23.74 NO!'!: 12' 1917 (DMH 3D) . 633481 42 897749.10 _ .-1-_ .......... .,.... 18A 21,78' NONE ........ ··24 ... ·15.S0 (C3' "4; 034561."81 E9"B577,19" 12" ·.,..-is.... stY' SJ 898137.66 O.H 19 21.00 24" 12.60 (1\I)U 7) 4B' BI5 (OMH 1) 633493.44 ca 31 17.26 18" 11.79 (eB 32) 24" 1169 (O'H 31) 633405.18 897572.18 L = 78' L = 13' 15" so :2" SO 0.0023 = 51' I 48' B.25 (O"H IC) C8 32 16.88 12" 12.17 (eB 33) 18" 12.07 (C'3 31) 633392.62 89751153 S = 0.0026 5 = l 183' L = 8" SO S = 0.0025 2 1/2" 17.86 (SUMP 1) CB 33 22,89 12" 17.82 CB 34- It 1:.72 (ea 32) 633395.40 89747864 SO 3D' OMH 20 2'36 24' 13.33 (wau B) 63345469 89 7 974.19 CB 34 22.89 12" 17.9' (eB 33) 633422,22 897485.38 L 24" = SO "141' L 24" = 32' 0.0030 48" 9.33 (O"H 21) CB 35 24,]4 18" 19.60(CB]5) . 8" 19,50 (DIJH 32) 63365::1.86 897351.39 5 = 0.0020 S = 0.0020 OMH 21 23.62 24' 10.16 (WOO 13) 48' 1006 (O.H 20) 633437.21 897837.30 ctJ 36 24.22 11" 2002 (eG 31) '8" 19.92 (e3 35) 633592.26 897233,87 48' I0.18ID"H 22) CB 37 24.22 12" 20.22(C839) 12" 2012 (C3 36) 63319002 897838.58 8" so 24" SO D"H 22 2367 lB' 16.B3 4B' 11.82 (O"H 21) 633736.78 897686.83 CB 3B 19.20 NONE 633558.28 20' := 0.0050 0.0050 E E SD H 18 .::: = 0.0040 206' ; ,I ; "- DRAIN . . - A 147,157 SF F.F.E. 22.5 SO 138' SO 0,:)049 w w (/) 9,100 SF F.r.E. 26.7 ( .. - r.LE. 27.5 2512 ,--- / , I I I II i I I 2549 z.:." SO/ L, = 50' IS" SD = 31' 328' , ROUTE ri'.mnll- TO 1 12" Rep' ('TImJ PLANS L 123" 0;:; = 0 0050 1_ = 57' S = 0.0050 SO := 0.C0511 i I 24" SO L = 13' 5 = 0.0100 I 24" SO L = 11' S 0.10731 \_llli 24" SJ L = 60' S = 0,0100 .. 50 L = 1]' 5 = 0.0846 F E o C 8 " " \ SLOTTED \. ".\ ... \ \ L.F. 0.0023 = \ 5" "'- I, = = = = = = = I 70' 0.0020 D SD .12,000 _. ." 18,000 SF. 8,000 SF .14,360; SF SO D 4' 16A • 24' 0.1125 F.F.E. 24.5 F.F.E. 24.0 F.F.E. 23.5 F.F.E. 23.5 F.F"E. 23.0 0,0020 3: SD SO 13 o 0,0020 --l W SD OJf---,-----"""I 90' 0.0021 OMH 22 :z o 16 \25.72 1.00:11: 158 :z o u H 24" WALL , - 15A c c 15 L = 5 --' 24" L 5 14A 18" L = S = OF REFER CB 1 1':, 3 i .. {i B , SO I ··8·' RCP J --".";.1g:5JX5'_i CTDOT = 89' :..- I 0.0051 f, •. co .. ' "-"-'.4R" SD ,., o 25 a o o a a , + + + + + "" 118' = 0,0025 i 2" Rep Rep = 242' L = 21' = 0.0131 S = 0,0025 r g g g a o g ",1 T T T T T + o o a o a o @ LEGEND @ NOTES: • CB CATCH BASIN, SINGLE GRATE 1. PROPOSED ON-SITE CATCH BASIN STRUCTURE RIM ELEVATIONS (SEE DETAIL 4 AND 6, DWG No C-027) SHALL BE SET (PER E.PA GRADES) 1-1/4" [!] CB CATCH BASIN. DOUBLE GRATE LOWER THAN INDICATED PROPOSED RIM ELEVATIONS. OFF-SITE DRAINAGE SYSTEM STRUCTURES BASED ON (SEE DETAIL 4, DWG No C-027) DELUCA-HOFFMAN f.SSOC., INC. DRAWINGS C-1 2. SEE DRAWING No C-002A FOR FINAL EPA FINISHED FINAL GRADE ELEVATION THROUGH C-3 IN PLANS ENTITLED • ROMJWAY AND GRADE. FINAL GRADE SPOT ELEVATION TRAFFIC SIGNAL IMPROVEMENTS STRATFORD, 3. THE OFF-SITE STORM DRAINAGE STRUCTURE LOCATIONS, CONNECTICUT, CONSTRUCTION PLAN - U.S. ROUTE 1·, • OMH DRAINAGE MANHOLE INVERTS, AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED REVISED 8/30/96. DESIGN REVlEW/ ANAlYSIS OF (SEE DETAIL 3, DWG No C-027) A WITH THE CTDOT "DRAINAGE IMPROVEMENT ON U.S. OFF -SITE DRAINAGE SYSTEM HAS NOT YET BEEN SO STORM DRAIN ROUTE 1 TO FERRY CREEK" CONSTRUCTION ACTIVITIES. COMPLETED. (SEE DETAIL 7, DWG No C-027) 4" OFF-SITE CATCH BASINS LOCATED AlONG BARNUM ,. FI FIELD INLET AVENUE SHAlL BE WITH CURB INLET f.S SHOWN ON (SEE DETAIL 2, DWG No C-027) DETAIL 6, DWG No C-027 . • WQU WATER QUALITY UNIT (SEE DETAIL 9, DWG No C-027) 5. THIS DRAWING IS BASED ON DELUCA-HOFFMAN ASSOCIATES, INC. 50 o 50 100 CAP DRAINAGE LAYER SUMP GRADING AND DRAINAGE PLAN REVISED THROUGH APRIL 4, 1996. --- - THE ON-SITE STORM DRAIN DESIGN BY DHAI Hf.S BEEN VERIFIED BY (SEE DWG Nos E-OD8 AND [-009) GRAPHIC SCALE IN fEET NOBIS ENGINEERING, INC. 8 7 6 4 3 WORK WITHI THE S c,rcn.-OF-WAY I 12" Rep u i L=16' o "+ t S'"= 'o.orau '" 73 SEE NOTE 3 15" Rep L = 122' 5 = 0.0369 16 15B L S ':.' 12" SO L = 40' S = 0.0025 o OJ e:( :z o f- e:( ::) :z f- :z o u w w (/) I ,., , , SD I I 28' S I 0.0050 I WALL +-..J// 48" 5Q BY arERS L = qo' 12" R,GP I' I S = 010056 L /ft;' '-' I 8 J i i r Cl I o + co c + I i + 80 NOTE-.3.. 48" SO L = 160' .. 5 = 48" SO - L = 64' 5 = 0.0061 o + e, 24" Rep L := 220' 5 = 0.0050 o o • o o o T o SUMP 1 48" SO L = 34' 2 S := 0.0296 o ISSUED FOR CONSTRUCTION REV No ACG ACG PWD BY: ------_._------ or P.E. SlAW!' 2 DESCRII'TION IlATE REMEDIATION OF RAYMARK PART OF THE RAYMARK RCRA CAP DESIGN STRATFORD,CONNECTICUT. 1lAT£: SEl'. 20, 1996 IS SHOWN ALE: .01000-51.1,.0 1 12" Rep L "" 107' S = 0.0"27t 15 12" Rep L 89' S "'" 0.0257 71 NOTE 2 12" Rep L ;;; 73'
Transcript of REMEDIATION OF RAYMARK INDUSTRIES, INC PART OF THE …REMEDIATION OF RAYMARK INDUSTRIES, INC PART OF...
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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
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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
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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
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, ,
20 +-' • I .: -+!---; : r' -~.; -~-: ,£ ~ ..... i-- i --- ! ~-=-~..L'--Ti---.J+_._--_-_.-j[5 . Iii I I i 2 i 12"" I I, '," : I : :/ESCC r- : J: ~
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" 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" ~
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~
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
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