TO SYSTEM SHUTDOWN AND EMERGENCY EXHAUST FAN START-UP. ROOM THERMOSTAT HIGH TEMP. WILL ALSO START EXHAUST FAN. CONNECT THERMOSTAT TO PLC FOR FAN STAR" TAH-3105 INTERLOCK i
>~o-TO BLOWER MOTOR CONTROL CIRCUIT
PAH-3107 INTERLOCK TO BLOWER MOTOR CONTROL CIRCUIT
COORDINATE WITH GAS COMPANY TO
|D_ I t—i PROVIDE METERED i°- ^ f — r s . — i — i — \ F FAL-3108 INTERLOCK 5 PSIG GAS TO
• J *° o-TO BLOWER MOTOR THE BUILDING. ^Bt—fj}—I U t̂X U X*—[ CONTROL CIRCUIT tp ° <5 o QHV9 QHV10 QHV11 QHV12 OH 9'I
—' Ld v~ 6" TO FUTURE Q'Z (OlZj t VAPOR PHASE CARBON
l_J O / n \ /^FT\ f^T\ (^\ ( UNIT - FLANGED Ld.O 0- O O \ 300y \3002/ \3003/ \3004/ \j (TYP) y -Q T I M M M — L.
' < UJ Ld.OV ^ Z 0_ <J Ol Vl°
id N "\^% C\x% (x*% C\2% rV ' < Ld ' O LO Z )^ - O Z D ^ O Z)^- O D O :
id M a. o= a. o . Q, o , a. o . a. < 'O ? ?\ ? ?\ ? ?\ ? ?\ ?i
CO *" (/) ' ~ ( / > *" CO ' " C O CO CO CO CO CO
I I I I I to ro ro ro rO
Y Y Y I I Q'Z "
A 4x3 A 4x3 A 4x3 A 4x3 AfcfIS L-Ph O A A A rS ALd.O ^
a: a: a: or tr X|<5 Ld o o o o o • i O ? o_ o_ a. o. Q. -+ o < < < < <
_i M > > > > > TAH-4105 INTERLOCK i i i i ilo CO CO CO CO CO o-TO BLOWER MOTOR -(4'-HDPE-VAP0R ) CO CO CO CO CO CONTROL CIRCUIT S—I 1 I I I I I
• • m • =
V1 PAH-4107O1 V1 V1 vl̂ INFORMATION INTERLOCK o-STATUSTO BLOWER MOTOR FROM TAH-4105 CONTROL CIRCUIT Q ' Z ^ PAH-4107, AND
-(4'-HDPE-VAP0R ) FAL-4108 EiP ° Q U —J Ld Q-CO|_l £ Ld.O w
FAL-4108 INTERLOCK 0- O ~ -o-TO BLOWER MOTOR Q 1 00 -(4,-HDPE-VAP0R )•
CONTROL CIRCUIT X l £ Ld -«- o
_J M
is -(4'-HDPE-VAP0R )•
4"HDPE SLOTTED • „ur^ne. W A r ^ „ s "T^Tr^A^-^^.TT^T^r.-^rT^- ( 4"-HDPE-VAP0R >
SOIL GAS COLLECTION PIPE ^ '
ZONE 11
TAH-5105 INTERLOCK ~>-TO BLOWER MOTOR
CONTROL CIRCUIT
PAH-5107 INTERLOCK >-STATUS INFORMATION TO BLOWER MOTOR FROM TAH-5105 CONTROL CIRCUIT PAH-5107, AND
FAL-5108 VACUUM HEADER FROM ESGC-1
THRU ESGC-12 / SEE SHEET / P-004 FOR / FAL-5108 INTERLOCK
DETAILS ' o-o-TO BLOWER MOTOR CONTROL CIRCUIT
AIR HEADER TO ESGC-1
THRU ESGC-12 / SEE SHEET / P-004 FOR /
DETAILS '
NOTES: 1. FOR PIPING AND INSTRUMENTATION SYMBOLS SEE DRAWING P-001.
2. ALL STAINLESS STEEL PIPING SHOWN ON THIS DRAWING WILL BE TYPE 304, EXCEPT WHERE INDICATED.
TO SYSTEM SHUTDOWN AND EMERGENCY EXHAUST FAN START-UP. ROOM
o-THERMOSTAT HIGH TEMP. 0 ISSUED FOR CONSTRUCTION 9/27/96 [WJJf ~WILL ALSO START EXHAUST
FAN. CONNECT THERMOSTAT REV. NO. DESCRIPTIONS DATE ( / > P P | j $ f o ~
TO PLC FOR FAN START. REVISIONS
r x U. S. ARMY A l l It A B B FOSTER WHEELER
M CORPS OF ENGINEERS fulfil USHT? 85l/ENVIR0NMENTAL C0RP0RATI0N
NEW ENGLAND DIVISION 110 FREE STREET \ l W / 470 ATLANTIC AVENUE - ^ WALTHAM, MASSACHUSETTS PORTLAND, MAINE 04101 BOSTON, MASSACHUSETTS 02110
DESIGNED I DRAWN I CHECKED I
R. OULTON D. LAWRENCE rtQL REMEDIATION OF RAYMARK INDUSTRIES, INC SUBMITTED BY: ^ Iff PART OF THE RAYMARK SUPERFUND SITE
RCRA CAP DESIGN STRATFORD, CONNECTICUT
PRINCIPAL OF A/E FIRM
~7^ PIPING AND INSTRUMENTATION DIAGRAM EASTERN TREATMENT BUILDING *0w®L/
S\ V 1 £ C lA DATE: SEPT. 27, 1996| C I T A T I O N NUMBER: I SHEET REFERENCE:
\ [ J ^ ^ ^ ^ SCALE: NONE pRAWING ^ ̂
P.E. STAMP » f / r RLE: 8731-03\8731P003 SHEET 1 OF 1
8
SST GS
(TYP. FOR 127" '(TYP- FOR 12)
F EXTRACTION AIR F
• O 3"-HDPE-VAPOR
BELOW GROUND
(TYP. 12 PLACEST
ABOVE GROUND
(TYP. 12 PLACES)
3"-SST-VAPOR
3"-SST-VAPOR
(TYP. FOR 12) HV-201
3"-SST-VAPOR (TYP. FOR 12)
240 SCFM © 40" W.C. VACUUM
4"_ SST- VAPOR 40f tsf
VRV-200 SETPOINT
70" W.C.
4"-SST-VAPOR
SST _ ' HDPE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
0 DRIP LEG
ENHANCED SOIL GAS COLLECTION
20 SCFM @ 20" W.C. VACUUM. PER WELL
5000 ppmV VOC (MAX.)
INJECTION AIR
70 SCFM @ 15"
(SEE NOTE 2)
W.C, PER WELL
ESGC-1
ESGC-1 THRU ESGC-12 POINTS
MATERIAL: SST
SCREEN SLOT: 4" X 0.040"
SCREEN LENGTH: 10 ' -0 "
DIAMETER: 4"
ESGC-2
O
DRIP LEG
ESGC-3 A
0 DRIP LEG
3"-SST-C0MPRESSED
(TYP. FOR 12)
AIR
HV-202
HV-203
HV-302
HV-303
-L3
o
CD
O INJECTION AIR
210 SCFM @ 50" W.C. (SEE NOTE 2)
PRV-300 SETPOINT 55" W.C.
i!*" i
P-4 !/2"-SST-C0NDENSATE
TO CONDENSATE STORAGE TANK
CONT. ON DWG. P-003
-O
B-4 S-200
B-200
VAPOR EXTRACTION UNIT
SKID SUPPLIED BY VENDOR
J
4"-SST-VAPOR DISCHARGE TO TREATMENT SYSTEM CONTINUATION ON DWG. P-003
DISCHARGE TO TREATMENT SYSTEM
240 SCFM @ 15" W.C.
5000 ppmV VOC (MAX.)
X
(TYP. 12 WELLS)
ESGC-4
HV-204 4"-GS-C0MPRESSED AIR o-vt 0- <ZZ 3
6"-PVC-VENT ~7 7
FROM ATMOSPHERE
0 DRIP LEG
HV-304
O B-6
•
S-300
B-300
AIR INJECTION UNIT — I F-300 (EXTERNAL TO TREATMENT BLGD.)
:3of SKID SUPPLIED BY VENDOR
ESGC-5 ^ HV-205
D 0 DRIP LEG
HV-305
O D
ESGC-6 c 1
HV-206
D
DRIP LEG HV-306
O
HV-207
ESGC-7 A
Or
C
0 DRIP LEG
ESGC-8 ,A HV-208
HV-307
L3-oo UJ Od CL
o c_>
I to O I
0 DRIP LEG
HV-308
O
ESGC-9 A HV-209
-o-
0 DRIP LEG
HV-309
C3
NOTES:
ESGC-10 A HV-210
-C3
1. RELATED SHEET REFERENCES: C - 0 4 6 ESGC SYSTEM PIPING PLAN P-001 PIPING & INSTRUMENTATIONP - 0 0 3 PIPING & INSTRUMENTATIONP - 0 0 8 ESGC EQUIPMENT LOCATION
DIAGRAM WITH SYMBOLS AND ABBREVIATIONS DIAGRAM EASTERN TREATMENT BLDG. PLAN AND DETAILS
0 DRIP LEG
HV-310
C3
2. MAXIMUM 3 WELLS TO BE OPERATED SIMULTANEOUSLY FOR AIR INJECTION. BALANCE FLOW OF 70 SCFM TO EACH WELL.
3. ALL EQUIPMENT COMPONENTS TO BE PROVIDED BY VAPOR EXTRACTION AND INJECTION UNIT VENDORS, SHALL MEET NEC CLASS 1, DIV 2, GROUP D REQUIREMENTS.
B ESGC-11
0
HV-211
L3
4. REFER TO SPEC. SECTION 11372 AND 16910 FOR ADDITIONAL EQUIPMENT REQUIREMENTS.
5. EQUIPMENT INFORMATION IS BASED ON PRELIMINARY MANUFACTURER DATA AND REQUIRES VERIFICATION PENDING RECEIPT OF FINAL MANUFACTURER CERTIFIED INFORMATION, PRIOR TO INSTALLATION.
B
DRIP LEG
ESGC-12 c 1 HV-212
O DRIP LEG
HV-312
•C3 O REV No
ISSUED FOR CONSTRUCTION
DESCRIPTION
R E V I S I O N S
9/27/96 DATE
EAW APPROVED
U.S. ARMY
CORPS OF ENGINEERS
NEW ENGLAND DIVISION
WALTHAM, MASSACHUSETTS
GROUNDWATER TECHNOLOGY GOVERNMENT SERVICES
223 WILMINGTON-WEST CHESTER PIKE CHADDS FORD. PA 19317 (610) 558-2140 V
FOSTER WHE&ER ENVIRONMENTAL CORPORATION
470 ATLANTIC AVENUE BOSTON, MASS 02210
FP-201 /HV-201 THRU FP-212/HV-212
FLOW METERING / BALANCING VALVES
MFG.: PRESO (OR EQUAL)
MODEL: B-PLUS 300 VENTURI/BALL VALVE COMBINATION3" PIPE DIA.. FLG'D. 20 SCFM © 40" W.C. VACUUM 304 SST BODY
(OR EQUAL)
FP-301/HV-301 THRU FP-312/HV-312
FLOW METERING / BALANCING VALVES MFG.: PRESO (OR EQUAL) MODEL: B-PLUS 300 VENTURI/BALL VALVE COMBINATION3" PIPE DIA., FLG'D. 70 SCFM 9 50" W.C.
CARBON STL. BODY
(OR EQUAL)
DESIGNED
JBW
DRAWN
MBW SUBMITTED BY:
PRINCIPAL OF A/E FIRM
CHECKED
JJT REMEDIATION OF RAYMARK INDUSTRIES, INC PART OF THE RAYMARK SUPERFUND SITE
RCRA CAP DESIGN STRATFORD, CONNECTICUT
ESGC SYSTEM PROCESS FLOW DIAGRAM &
,*.
Pl/FI-200 Pl/Fl-300 PIPING & INSTRUMENTATION DIAGRAM PORTABLE FLOW METER / PRESSURE INDICATOR MFG.: PRESO (OR EQUAL)
MODEL: GM 0-2 , 0-30 CFM (OR EQUAL)
PORTABLE FLOW METER / PRESSURE INDICATOR MFG.: PRESO (OR EQUAL) MODEL: GM 0-10 , 0 -100 CFM (OR EQUAL)
DATE: SEPT. 20 ,
SCALE: NONE
1996 SOUCITATION NUMBER:
DRAWING CODE:
SHEET REFEREllCfc!
P-004 P.E. STAMP F I E : 2311-P04.DWG SHEET 1 Of t
8 7 wmmmmmmmm
8 7
0.2 qpm (INTERMITTENT)
DNAPL EXTRACTION WELL. RW-1
(INTERMITTENT) 0.2 qpm
DNAPL EXTRACTION WELL. R W - 2
(INTERMITTENT) 0.2 qpm
DNAPL EXTRACTION WELL. R W - 3
0.2 qpm (INTERMITTENT)
DNAPL EXTRACTION WELL. R W - 4
D D
CONSERVATION VENT
TO TREATMENT
0.2 qpm (INTERMITTENT)
1.2 gpm (INTERMITTENT) DNAPL EXTRACTION WELL. R W - 5
i 0.2 qpm (INTERMITTENT)
DNAPL EXTRACTION WELL. R W - 6
T - 1
DNAPL STORAGE TANK
CAPACITY: 1000 GAL.
MANUAL DRAIN NOTES: C
1. GROUNDWATER AND DNAPL CHARACTERISTICS ARE APPROXIMATED FROM DATA COLLECTED DURING SITE SAMPLING AT MWJ2-1 ( 8 / 9 5 . 2 /96 & 3 /96) .
2000 GAL. SECONDARY CONTAINMENT DIKE DNAPL CHARACTERISTICS T = TBD S.G. = 1.26 pH = 3 .8-5 .0 CONDUCTIVITY = 4 6 0 - 4 9 0 pS/m VISCOSITY = 0.92-1 04 CS
GROUNDWATER CHARACTERISTICS T = TBD S.G. = 1.0 pH = 2 .0-5 .0 CONDUCTIVITY = 4 9 0 - 5 6 0 p s / m
WELL PERFORMANCE ESTIMATED MAX. WELL YIELD ( D N A P L ) = 1 g p h / W E L L ESTIMATED MAX. WELL YIELD ( D N A P L ) = 2 4 g p d / W E L L
2 . CHEMICAL COMPOSITION DATA IS PROVIDED BY WEIGHT %.
DATA SHALL ONLY BE USED A S GUIDANCE FOR DESIGN AND MATERIAL SELECTION PURPOSES.
DNAPL CHEMICAL COMPOSITION (PRIMARY) APPROXIMATE %
ACETONE < 1 1 ,1-D lCHLOROETHENE < 1 1,1,1 -TR ICHLOROE THANE 10-35
B TRICHLOROETHENE 50-75 B 1 . 1 . 2 - TRICHLOROETH ANE < 1 TETRACHLOROETHENE 1 TOULENE 1-3 ETHYLBENZENE < 1 XYLENE < 1
o ISSUED FOR CONSTRUCTION 9/27/96 E A W
REV No DESCRIPTION DATE APPROVED
R E V I S I O N S
H GROUNDWATER FOSTER WHEELER U.S. ARMY TECHNOLOGY
S ENVIRONMENTAL CORPORATION CORPS OF ENGINEERS GOVERNMENT SERVICES 470 ATLANTIC AVENUE
NEW ENGLAND DIVISION 223 WILMINGTON-WEST CHESTER PIKE BOSTON, MASS 02210 WALTHAM. MASSACHUSETTS CHADDS FORD. PA. 19317 (610) 558-2140
DESIGNED DRAWN CHECKED
JBW MBW JJT REMEDIATION OF RAYMARK INDUSTRIES, ING SUBMITTED BY: PART OF THE RAYMARK SUPERFUND SITE
RCRA CAP DESIGN STRATFORD, CONNECTICUT
PRINCIPAL OF A/E FIRM
DNAPL EXTRACTION SYSTEM PROCESS FLOW DIAGRAM
SOLICITATION NUMBER: SHEET REFERENCE: DATE: SEPT. 20, 1996
SCALE: NONE DRAWING CODE:
FILE: 2311-P05.DWG SHEET 1 OF 1
P-005
8
8
F
WELL VAULT LIMIT
EXTRACTION WELL. RW1 MATERIAL: 316L SST SLOT: 0 0 2 0 IN. SCREEN LENGTH = 5 0 0" DIAMETER: 6 "
ELECTRIC HEAT TRACE (TYP.) -
WELL VAULT LIMIT
EXTRACTION WELL. RW2 MATERIAL: 316L SST SLOT: 0 . 0 2 0 IN. SCREEN LENGTH = 5 0 . 0 DIAMETER: 6 "
1 " INS.
-£=nnD-1/2"-SST-DNAPL
lOhNf xr_r 3T
SAMPLE PORT
1 " INS.
^ r K > !E
SSTI I FRP
I X 3 FRP-DNAPL
UNDERGROUND
n LJ
1"X3"-FRP-DNAPL T-SST-DNAPL
1" H.P. VENT W/PLUG SET POINT 25" W.C. (MAX) (NOTE 3)
3" VENT TO ATM
A CEILING
WELL VAULT LIMIT LEAK DETECTION EMERGENCY VENT (NOTE 3)
3"-PVC-VENT > Q_
EXTRACTION WELL, RW3 MATERIAL: 316L SST SLOT: 0 . 0 2 0 IN. SCREEN LENGTH = 25 . 0 DIAMETER: 6 "
EXTRACTION WELL. RW4 MATERIAL: 316L SST SLOT: 0 .02 0 IN. SCREEN LENGTH = 65 .0 " DIAMETER: 6 "
1/r-SST-DNAPt
N H O
| f s W | |
SAMPLE PORT
/FE/FIT\
, ,^_0
SAMPLE PORT
1 " INS
^ ^ T W : > H E 3 E 3 IE
I SST I FRP
T
WELL VAULT LIMIT
r INS.
IE I I i i
SST I FRP
1'X 3"-FRP-DNAPL
UNDERGROUND
1"X 3"-FRP-DNAPL
UNDERGROUND
u
a: o Q: UJ o z =i _ i a< o I
a. a:
x
n n n 2 0 0 0
00
t—
a. o cc Q
GALLON SECONDARY
T - 1
DNAPL STORAGE
TANK 1000 GAL.
CONTAINMENT DIKE
113
F-113
3"-SST-VENT ~^m SST _ I
1
2 4 " MANWAY
LEAK A S H H MONITOR
DRAIN
2 " N.C.
SUMP
<
OL' o 6E!
MULTI-PUMP
CONTROL PANEL P C P - 1
D
STATUS WELL VAULT LIMIT u u u a,< Q
I Q_
a.
Q Z ZD O Q: o
WESTERN TREATMENT BUILDING
EXTRACTION WELL. RW5 MATERIAL: 316L SST SLOT: 0.020 IN. SCREEN LENGTH = 20.0 DIAMETER: 6"
1* INS. 1/2"-SST-DNAPL r N H Q l l ^ l
PI 111.
T SAMPLE PORT
i n
ro
n
CLASSIFIED (NEC) UNCLASSIFIED (NEC)
C
NOTES:
EXTRACTION WELL. RW6 MATERIAL: 316L SST SLOT: 0.020 IN. SCREENED = 30.0' DIAMETER: 6"
STATUS
1" INS. 1/2"-SST-DNAPL -NHOt
PI 112, SAMPLE PORT
WELL VAULT LIMIT
1 " INS.
: E
T o
GO
LEAK DETECTION
7 1. RELATED SHEET REFERENCE:
C-04 3 GENERAL ARRANGEMENT PLANS TREATMENT BUILDINGS C-047 DNAPL EXTRACTION WELL DETAILS & TRENCH DETAILS P-001 PIPING & INSTRUMENTATION DIAGRAM SYMBOLS AND ABBREVIATIONS P-002 PIPING & INSTRUMENTATION DIAGRAM WESTERN TREATMENT BUILDING P-00 7 DNAPL EQUIPMENT LOCATION PLAN & DETAILS
PUMP SUPPLIER TO PROVIDE COMPLETE EXTRACTION SYSTEM WITH CONTROLS AS INDICATED BY A "V". SEE SPEC. SECTION 11347, FOR ADDITIONAL REQUIREMENTS.
INTERLOCKS
1-1 TO I-6 STARTS DNAPL PUMPS ON HIGH CONDUCTIV1TY/DNAPL LEVEL I -7 STOPS DNAPL PUMPS ON HIGH TANK LEVEL. I -8 STOPS DNAPL PUMPS ON DETECTION OF DNAPL IN SUMP
3. SEE SPEC. SECTION 11344 FOR ADDITIONAL DNAPL TANK REQUIREMENTS.
INTERIOR WALL PARTITIONS CLASSIFIED AND UNCLASSIFIED (NEC) AREAS PER C-043.
5. EQUIPMENT INFORMATION IS BASED ON PRELIMINARY MANUFACTURER DATA AND REQUIRES VERIFICATION PENDING FINAL RECEIPT OF MANUFACTURER CERTIFIED INFORMATION. PRIOR TO INSTALLATION. B
P - 7 THRU P - 1 2 (NOTE 2) DNAPL RECOVERY PUMPS TYPE: ELECTRIC GEAR MFR: TBD 12 V DC, VARIABLE SPEED CONTROLLER,1.75" DIA. BODY. 316 SST.
PUMP
P-7 P -8 P - 9 P-10 P-11 P-12
REQUIREMENTS 12 GPH @ 4 5 PSIG 12 GPH @ 4 5 PSIG 12 GPH @ 4 5 PSIG 12 GPH @ 5 5 PSIG 12 GPH @ 7 0 PSIG 12 GPH @ 4 5 PSIG
HS-107 THRU HS-112 (NOTE 2) PRODUCT P U M P CONTROL UNIT MFR: TBD NEMA 7 115 VAC
100 WATTS
FE/FIT-107 THRU 112 TOTALIZING FLOW ELEMENT MFR: OMEGA (OR EQUAL) MODEL: FT 36025 1/2" THD. CONNECTIONS 0 - 2 0 GPM
LSHH-113/LSH-113 TANK FULL SENSOR MFR: TBD REDUNDANT HI-LEVEL SWITCH REQUIRED
T-1 (NOTE 3) DNAPL STORAGE TANK MFR: HIGHLAND TANK & MFG. CO. (OR EOUAL) CAPACITY: 1000 GAL. DIKE CAPACITY: 2000 GAL. MATL: EPOXY COATED STEEL 6 ' - 8 " X 7 ' - 4 " X 13"-0"L (TANK OUT LINE)
LI —113 TANK LEVEL INDICATOR
TYPE: TOP MOUNTED VISUAL
MFR: GEMS SENSOR (OR E Q U A L )
MODEL: SURE SITE
PRV-113 CONSERVATION BREATHER VENT MFR.: PROTECTOSEAL (OR EQUAL) MODEL: 18542D3 ALUMINUM HOUSING 2 INCH CONNECTIONS
CARBON VENT FILTER MFR: ENDUSTRA FILTER (OR EQUAL) MODEL: PV-MOD-TBD WITH PV-BAS BASE
16" DIA X 25" OVERALL HEIGHT 3" PVC SOCKET FITTINGS
LSHH-113A MFR: GEMS LEAK MONITOR (OR EQUAL) MODEL: LS-270 316L S.S. FLOAT & STEM 120 VAC, CLASS 1, DIV. 1, GROUP D
o REV No
ISSUED FOR CONSTRUCTION DESCRIPTION
9 / 2 7 / 9 6
DATE
E A W
APPROVED
R E V I S I O N S
U.S. ARMY
CORPS OF ENGINEERS
NEW ENGLAND DIVISION
WALTHAM, MASSACHUSETTS
DESIGNED
JBW
DRAWN
MBW
GROUNDWATER TECHNOLOGY GOVERNMENT SERVICES
223 WILMNGTON-WEST CHESTER PIKE CHADDS FORD. PA. 19317 (610) 558-2140
CHECKED
JJT
SUBMITTED BY:
PRINCIPAL OF A/E FIRM
w FOSTER WHEELER
ENVIRONMENTAL CORPORATION 470 ATLANTIC AVENUE BOSTON. MASS 02210
REMEDIATION OF RAYMARK INDUSTRIES, INC PART OF THE RAYMARK SUPERFUND SITE
RCRA CAP DESIGN STRATFORD, CONNECTICUT
DNAPL EXTRACTION SYSTEM PIPING & INSTRUMENTATION DIAGRAM
DATE: SEPT. 20, 1996
SCALE: NONE
SOLICITATION NUMBER:
DRAWING CODE:
SHEET REFERENCE:
P-006
FILE: 2311-P06.DWG SHEET 1 OF 1
3
D
LEAK MONITOR (FIELD LOCATE)
I N - L I N E CONSERVATION/BREATHER VENT
3 " X 1 " FRP CONTAINMENT REDUCER W/FLG.
D SECONDARY CONTAINMENT DIKE
l"x3"-FRP-DNAPL FOR CONTINUATIONSEE DWG. C-045 i
T-1 DNAPL STORAGE TANK SCALE: 3 / 8 " = T - 0 "
NOTES:
1. RELATED SHEET REFERENCES: C - 0 4 3 GENERAL ARRANGEMENT P L A N S TREATMENT BUILDINGS C - 0 4 4 PIPING D E T A I L - T R E A T M E N T BUILDINGS C - 0 4 5 DNAPL SYSTEM PIPING AND CONDUIT P L A N C - 0 4 7 DNAPL EXTRACTION WELL DETAILS & TRENCH DETAILS P - 0 0 2 PIPING & INSTRUMENTATION D I A G R A M - W E S T E R N TREATMENT BUILDING P - 0 0 6 DNAPL EXTRACTION S Y S T E M - P I P I N G & INSTRUMENTATION DIAGRAM S - 0 0 3 S T R U C T U R A L / F O U N D A T I O N D E S I G N - T R E A T M E N T BUILDINGS
2. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO INSTALLATION OF MATERIALS AND EOUIPMENT.
3. REFER TO SPEC. SECTION 0 2 6 6 1 . FOR PIPING MATERIALS AND INSTALLATION DETAILS.
4 . REFER TO SPEC. SECTION 1 1 3 4 4 FOR STORAGE TANK MATERIALS AND INSTALLATION DETAILS
5. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SPEC. SECTION 1 5 0 6 0 AS APPROVED BY CONSTRUCTION ENGINEER.
6. EOUIPMENT INFORMATION IS BASED ON PRELIMINARY MANUFACTURER DATA. AND REQUIRES VERIFICATION PENDING FINAL MANUFACTURER CERTIFIED INFORMATION, PRIOR TO INSTALLATION. ALL REFERENCE DIMENSIONS ARE SUBJECT TO CHANGE.
B B
o ISSUED FOR CONSTRUCTION 9/27/96 EAW
REV No DESCRIPTION DATE APPROVED
R E V I S I O N S
GROUNDWATER FOSTER WHEELER U.S. ARMY TECHNOLOGY ENVIRONMENTAL CORPORATION CORPS OF ENGINEERS GOVERNMENT SERVICES 470 ATLANTIC AVENUE NEW ENGLAND DIVISION ffl w223 WILMINGTON-WEST CHESTER PIKE
• — BOSTON. MASS 02210 WALTHAM, MASSACHUSETTS CHADDS FORD. PA 19317 (610) 558-2140
DESIGNED DRAWN CHECKED
MBW MBW JJT REMEDIATION OE RAYMARK INDUSTRIES, INC SUBMITTED BY: PART OE THE RAYMARK SUPEREUND SITE
RCRA CAP DESIGN STRATEORD, CONNECTICUT
PRINCIPAL OF A/E FIRM
DNAPL EQUIPMENT LOCATION PLAN & DETAILS
ELEVATION SCALE: 3 / 8 " = 1 ' -0"
SOLICITATION NUMBER: SHEET REFERENCE: DATE: SEPT. 20. 1996
SCALE: 3 / 8 " = 1 ' -0* DRAWING CODE:
FILE: 2311-P07.DWG SHEET 1 OF 1
8
C
P-007
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