Demo_1_Pew_Road_RRA_Plan_Nov2003.pdf

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Demo 1_Pew Road_RRA Plan_Nov2003

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"'l o::i I

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RRA PLAN

PEW ROAD EXTRACTION, TREATMENT AND RECHARGE SYSTEM

1:25,000

DEMO 1 GROUNDWATER OPERABLE UNIT

NOVEMBER 2003

SHEET NUMBER

C-07-PR

E-05-PR

E-06-PR

E-07-PR

1-01-PR

1-02-PR

1-03-PR

I-Q4-PR

INDEX

llTLE

PROPOSED GRADING PLAN

PROPOSED ELECTRICAL SITE PLAN

ELECTRICAL ONE-LINE DIAGRAM

EXTRACTION WELL (EW-01-2) POWER PLAN

PROCESS AND INSTRUMENTATION DIAGRAM

PROCESS AND INSTRUMENTATION DIAGRAM BACKWASH

OPERATION

LOOP, WIRE, AND CONDUIT SCHEDULE

PROCESS AND INSTRUMENTATION DIAGRAM WELL VAULT

INSTALLATION

TREATMENT SYSTEM BUILDING

SOURCE: MassGIS U.S.G.S. 7.5 MINUTE TOPOGRAPHIC QUADRANGLE MM', 1995

M-01-PR

M-02-PR

P-01-PR

P-02-PR

TREATMENT SYSTEM BUILDING EXTERNAL PIPING

PROCESS FLOW DIAGRAM

EXTRACTION/INJECTION WELL VAULT PIPING

CAMP EDWARDS

MASSACHUSETTS MILITARY RESERVATION

CAPE COD, MASSACHUSETTS

m

US Army Corps ol Engineers® arnec!i

EARTH & ENVIRONMENTAL

~·. .J:' i j j l

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NOTES:

1. SURFACE TOPOGRAPHY ~0 ROAD WIDTHS DERfl.€0 USING

PHOTO MEn-IODS BASED ON A 1997 AIR PHOTO

OVER A.1GHT PROVIDED BY JACOB ENGINEERING. .IICTUAL

TOPOGRAPHIC CONOmONS MAY VNff f'ROt.l WHAT IS SHOWN

.QN.·THIS PI.Ni. VERIFY EXI5nNG CONOmONS PRIOR TO

CONSTRUCTION AS NECESSARY.

2. ALL DIMENSIONS MUST BE VERIAED BY COHl'RACllJR. ~y

OISCREP~CIES MUST BE REPORTED TO N.IEC BEFORE

PROCEEDING WITH THE WORI<.

J. IN ADOmoN TO THE U,_.mi Of' CONSTRUCTION SHOWN HEREON, THE FULL EXTENT OF PEW ROAD IS AVAILABLE TO THE

CONTRACTOR FOR EQUIPMENT STAGING.

4. PROPOSED EL£CTRICAL SERVICE CABINET, TRANSFORMER Pl&D ~0

~OHOLO LOCATIONS ARE SHOWN FOR REFERENCE PURPOSES

ONLY. SEE SHEETS E-05-PR, E-06-PR ~0 E-07-PR FOR

EL£CTRICAI.. DESIGN.

PEW ROAD STONE

~ 1<' ~_BOTTOM OF FOUNDATION

SECTION A-A'

........... -------M-

PLANVEW -

SCALE: 1" = 20' -..., "-.

I __ I ' I

/"/,r

2rl 40' ' loo!!501!!!50ii~~· -------------

EXISTING MONITORING WEll.

!!!J WEll. VAULT

NODULAR TREATNENT

S\"STEU

REVISION CLOUD FOR RECORD DRAWING

DENSE GRADED CRUSHED STONE

~ DENSE GRADED AGGREGATE

A'

---200----

---·-·-f:N---

-------IW-

STRUCTURAL GEOGRIO BX1100

EXISI'1NG 10 FOOT SURfACE CONTOUR

EXISTING 2 FOOT SURfACE cotiTOUR

EXISTING DIRT ROADS/TRAILS

APPROXIMATE EXI5nNG TREE ~E

EXTRACTION UNE

INJECTION UNE

f4/0 BARE COPPER GROUNDING CABLE

---E---E---E- UNDERGROUND El£CTRIC

----s----s- UNDERGROUND SIGNAL

HORIZONTAL SCM£: 1 " = 1 0'

10' 20'

UMRS Of' STONE

MODULAR

TREATMENT

SYSIDoO

SECTION 8-B'

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F J" CRUSHED STONE

12• OEJ4SE GRADED AGGREGATE

·<0i?.,l5!!si\\-e'cl,"\li:<~'!\'%'"?¢>',,&,"'e.v.s"'"'~'

NATI\'E SOIL

MOOULAA TREATMENT SYSTEM FOUNDATION DETAIL

NOT TO SCALE

NOJFS FOR MOQULAR TRFATMENT SYSJEM FOUNDATION DEIA!L-

1. GEOGRIO SHALL BE TENSAR EARTH TECHNOLDGIES, INC.

STRUCT\JRAL GEOGRID BX1100 OR EQUAL APPROYa>

BY AMEC.

2. GEOGRIO SHALL BE COVERED ~0 UNDERLAIN BY A ~INIMUU OF 12

INCHES OF COMPACTED OEJ4SE GfWJED AGGREGATE (OGA) EXCEPT ALONG

SLOPES.

J. BACKFILL (DCA) SHALL CONSIST OF WB..L GRADED SlliD AND G~VEL (S#I, GW, SW-GW). UNSUITABLE SOILS {e.q. SILT, ClAY, OR

ORGANIC SOILS) SHALL NOT BE USED IN THE BACKFILL

4. BACKFILL (DCA) SHALL BE FREE FROM BRUSH, STUMPS, DEBRIS,

ORCNIIC OR OTHER 08.ETERIOUS MATERIALS. THE FOUNDATION

~~gE·u:~~.~sg~sJI~ PP=-~~ ~o GEOGRID PLACEt.IEHT.

5. DENSE GRADED AGGREGATE SHAlL BE PLACED IN 6-INCH UFTS AND COMPACTED TO i!SX OF THE STANDARD PROCTOR NAXINUt.l DENSITY AS

DETERMINED BY ASN 0698. OVER-EXCAVATED AREAS SHALL BE FILLED

wmi APPROVED BACKFILL MATERIAL AND COMPACTED.

6. THE CORRECT ORIENTATION (ROLL DIRECTION) Of' THE GEOGRIO SHALL BE VERIFlED BY THE COHTR.'.CTOR. THE CONTRACTOR

SHALL FOLLOW THE WANUF'ACT\.IRER'S GUIOEUNES RELATI\'E TO

OVERLAP REQUIREt.IENTS OF' GEOGRIO.

7. THE GEOGRID SHALL EXTEND AT LEAST 3 F'EET BEYOND THE

FOOTPRINT Of' THE TRAILER IN ALL DIRECTIONS.

FTL TER FABRIC

ATTAOiEO SEOJRELY

TO UPSTREAM

SlOE Of POST

~ \~~,...-··· EXIST. }--\;)! GRAVEl GROOND

BURY FABRIC 6"}

1. SPACE POSTS WITH WIRE SUPPORT FENCING NO MORE

THAN 10 FT. NJAAT. SPACE POSTS WITHOUT WIRE SUPPORT

FENCING NO MORE THAN 6 FT. NJAAT.

2. INSPECT AND REPAIR FENCE AFlER EAOi STORM E't£NT AND REMOVE SEDIMENT ¥11-1EN

NECESSAAY.

3. RENO'vfil SEDI,..ENT SHAll. BE DEPOSITED

TO AN MEA THAT WILL NOT CONTRIBUTE

SEDIMENT OFF-SITE AND CAN BE PER,..ANENTL Y

STABIUZEO.

SILT FENCE DETAIL

NOT TO SCAI..£

1------------------ UMrTS OF STONE -------------------1

US AriJIY. Corps of Engine~rs0

S?

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C--07-PR

~ 0 ~ ~

-~--------------------------------------------------------------------------------------------------------------~VEQRTI~~~jS~C~M£~:J1:·~=~2~'------------------------------------------------------------------------------------------------------------------

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DUCT BANK

S(CllON NO.

CONCRETE

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SCALE: 1" = 20'

20' 40'

CONDUIT EQUIPMENT

(A) EXIST. PO\\£R

J" CONDUIT PANEL 'PPB'

(B) EXIST. SPARE

J" CONDUIT

(C) EXIST. SPARE

J" CONDUIT

(0) EXIST. SPARE

3• CONDUIT

(E) EXIST. SPARE

J" CONDUIT

V.RE

4f1, 1f4G

PULL SlRING

PULL SlRING

PULL SlRING

PULL SlRING

-s~E DUCT BANK·.

SCHE;DULE A ON '

TRI6 SHEET '

MODULAR

/ TREAT¥E:NT

- SYSTEM-

_, ·~ ·~ ELECTRICAL -CABINET

- ELECTRICAt--HAND HO,LE

/ - - - - - HH-SPR I '·

/ /-~~LECTRICAL H/IND HOLE /

\,, l HH-7P\R .

I

ELECTRICAL SITE PLAN @

CONNECTlON

~g~v.:~~EE~S~~; ~O~~:~~pto~.!i~i:7~A~H~c;j. CABINET SPARE EXISllNG POWER U.G. CONDUIT FROM EXIS11NG SERVICE CABINET TO EXISTlNG HANOHOI..E HH-7.

SPARE EXISTING PO\\£R U.G. CONDUIT FROM EXISTING SERVICE CABINET TO

EXISTING HANDHOLE HH-7.

SPARE EXISTlNG SIGNAL U.G. CONDUIT FROM EXISTING SERVICE CABINET TO

EXISTING HANOHOL.E HH-6.

SPARE EXISTING SIGNAL U.G. CONDUIT FROM EXISTING SERVICE CABINET TO

EXISTING HANDHOLE HH-6.

ROAD

(F) EXIST. SPARE PULL SlRING SPARE EXISTING SIGNAL U.G. CONDUIT FROM EXISTING SERVICE CABINET TO

:J" CONDUIT EXISTING HANOHOLE HH-6.

(A) SPARE PULL SlRING SPARE POVvER U.G. CONDUIT FROM WTF CONTAINER TO EXISTING

2" CONDUIT HANDHOLE HH-7.

DUCT BANK SECTION@0

(B) FIT/PIT/UT (J) 2/Cf18, SH.,PR SIGNAL CABLES (ANALOG) FROM PLC#B IN WTF CONTAINER TO MAG METER, 2" CONDUIT LEVEL & PRESSURE lRANSMITIERS LOCA TEO IN EXlRACTION \\£LL

(C) SPARE PULL SlRING SPARE SIGNAL U.G. CONDUIT FROM WTF CONTAINER TO EXISTING

2" CONDUIT HANDHOLE HH-6.

(D) EXlRACTION ~f.·s~:Es ~~~~D~~~x-:A6~o~ ~,1N~~~E~ (~A E~~'ZiTION WELL PUMP 2" CONDUIT \\£LL PUMP

(E) VAULT POWER AND 6110, 2f10G VAULT PO\\£R AND HEAT lRACE CONDUIT.

2" CONDUIT HEAT lRACE

(F) FLOAT SV.TCH 2114 SIGNAL CABLES (DISCRETE) FROM PLC#B IN WTF CONTAINER TO

2" CONDUIT FLOAT SV.TCH LOCA TEO IN EXlRACTION \\£LL.

4~Ato~~~ EXTRACTION JH4, 1#8G ~OG.s~:~~~B~0~X~C~g~D~~~~M~~~r:~NJNb~~~~H':'.:\~AINER WELL PUMP Hi4 SPARES

(B) EXIST.

SPARE PULL SlRING U.G. SPARE CONDUIT FROM EXISTING SERVICE CABINETO WATER 4" CONDUIT lREATMENT FACIUTY TO EXlRACTION \\£LL PUMP VAULT.

@ J.<cJo~~~ VAULT POVYER AND 6110, 2110G U.G CONDUIT TO VAULT POYIER ANO HEAT TRACE.

HEAT lRACE

(D) EXIST.

FLOAT Sv.lTCH 2114 U.G. SIGNAL CABLES (DISCRETE) TO FLOAT SV.TCH LOCATED IN 2" CONDUIT EXTRACTION WELL i~o~~~ir FIT/PIT/UT (J) 2/C#IB, SH.,PR U.G. SIGNAL CABLES (ANALOG) TO MAG METER, LEVEL & PRESSURE lRANSMITIERS LOCA TEO IN EXlRACTION \\£LL.

NOTES:

1. ALL Yr1RING Yr11HIN THE EXISTING UNDERGROUND CONOUITS SHOYtfl ON lHE DUCT BANK SCHEDULE SHALL BE FURNISHED AND INSTALLED UNDER lHIS CONTRACT.

2. PR01t1DE RIGID GALVANIZED SWE:EPS ON ALL 90" lURNS.

J. COORDINATE NEW UNDERGROUND CONDUIT LOCATION V.TH EXISTING UNDERGROUND ELEClRIC CONDUIT, PROCESS PIPING ANO SlRUCTURES PRIOR TO

EXCAVATION.

4. ALL UTIUTY COMPANIES, PUBUC AND PRIVATE, MUST BE NOTIFIED, INCLUDING THOSE IN CONlROl OF UTIUTIES NOT SHO\\T<I ON THIS PLAN, (SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETIS GENERAL LAWS) PRIOR TO DESIGNING, EXCAVATING, BLASTING, INSTAWNG, BACKFIWNG, GRADING, PAVEMENT RESTORING OR REPAVING.

5. REFER TO DETAIL 3/E-05-PR FOR TYPICAL TRENCHING DETAIL FOR ELECTRICAL/SIGNAL CONDUITS.

SAND

(T'tPICAL)

DUCT BANK SECTION@0

KEY NOTES:

..~;--173

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0 EXISTING CONDUITS Yr11H NEW Yr1RING.

0 NEW CONDUITS V.TH NEW V.RING.

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<D ,., ELECTRICAL SITE LEGEND

.I]. EXISTING PAD MOUNT lRANSFORMER

----£X---- EXISTlNG UNDERGROUND El.EClRICAL CONDUIT

----SX---- EXISTlNG UNDERGROUND SIGNAL CONDUIT

----E---- PROPOSED UNDERGROUND ELEClRICAL CONDUIT

-----5---- PROPOSED UNDERGROUND SIGNAL CONDUIT

CML LEGEND:

UW-2.0-$-

1!!1

-200--

EXIstiNG t.IOHITORING WELL

WELL VAULT

MODULAR mEA.TWENT

S'ISTEW

REVISION CLOUD FOR RECORD DRAWING

DENSE GRADED CRUSHED STONE

EXISTING tO FOOT SURFACE CONTOUR

EXISTING 2 FOOT SURFACE CONTOUR

EXISTING DIRT ROADS/TRAILS

--·-·-EW-- EXTRACTION UNE

- - -- 1 W - INJECTION UNE

---E---E---E---;::- 14/0 ~E COPPER CABLE FOR ~UNOING

NO ROCK SHALL

PROJECT INSIDE

OF TRENCH UMITS

MAGNETIC REO WARNING

TAPE "CAUTION - ELECTRIC

UNE BURIED BELOW"

4" SAND

ALL-AROUND

UNDERGROUND

CONDUITS (TYPICAL),

Wo~f~~C~~Cf~S

REQUIRED PROVIDE MIN

12" SPACING BETWEEN

VARIOUS SYSTEMS

(I.E. ELEC,SIGNAL, TELE)

1. REFER TO ELECTRICAL SITE PLAN & DUCT BANK SOiEDULE

FOR SPECIFIC REQUIREMENTS.

2. REFER TO Cllt1L SERIES DRA'MNGS FOR SPECIFIC BACKFILL MATERIALS.

US Ar1J1y.Corps of Englneerss

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E-05-PR

j

NOTE:

...........-EXISllNG SERVICE

L_ ____ CABINET.

~~"::~CfL~~f=~~~::-~~~-~ j•l 1 I ! I!• r\H_ilU!3DKYATRl c.X-FAN=:

i

{1RCUNO BUS !

'r-•-r .. ---~

,/-.,I15~-1~~ ~ r t::::=t::::=:: ::::=:::::::l::::::==::::::::::=::::::::==:::::::::j i------L~-----1

PROPOSED NE~~S~~ ~~U:~ r-----1

LWTF CONTAINER

r--------------------------------------------------------------------------------------------------DI-1528 ___ 1 ! ~=i : 00-1524, 1 l Al-1531, l

I ~:-... 1

·1: Q l~J+ ==== i'.

J CONDUIT i 511:: INUNE ···= l

'~ 416, 11/JG, 8 REACTOR PLC#S ,!.

~ VARIABLE

~ ~~~u~~) LIGHTING m l __ _

PANEL

'LPB' 100A

208/120, 3~

10 KAIC ~OA

MAIN BRKR

4X BACK\JASH

PUMP

i 318, 1#1 • ~~

2• CONDUIT : 4#14 ALARMS

411. 1f4G, ! ~R~t~s~

I EXISTING

IN ~i: :11p~'o~~~E~~ CONDUITS

EXISTING CONDUITS \~'

PROPOSED EXISTING HANOHOLE _/--------J

TRANSIENT VOLTAGE SURGE SUPPRESSER (TVSS)

LOCATION MODEL NO. SYS1EM VOLTAGE

480/277 VAC, 3~.4W PANELS PTIE160-3Y201-L 480Y /277V, ~.4W

. 208/120 VAC, 30,4W PANELS PTIEOB0-3Y101-L 20BY/120V, 3.,,4W

4-20mA LOOP DEVICES OEM-D24-6C 24 VDC

SCHEDULE:

PEAK SURGE CURRENT

160,000 AMPS PER &'

80,000 AMPS PER Ill

10,000 AMPS PER PAIR

120VAC POIIER

TO HEAT TRACE, &.

RECEPTACLE

@ VAULT.

EXTRACTION

\/ELL PUMP

<EII-01-2>

VARIABLE FREQUENCY DRIVE

: ~1 +-20MADcD; ) ~~ <: sPEED SIGNAL

480V,3• L2 INPUT '--..--J,I-~~~~----t-<<: FROM PLC#S SOURCE l3 SH :

G 1 h 'RUN' 4-20MADC9

I TO PLCIB ~STATUS OUTPUT ~

p--]_•wo• FAIL SHJ\

STATU:WD) a~~~ l OFF

-.<J-~~~-~-jJMOTOR 'HIGH I I HANP ...... ~UTO lEMPERATURE ~!

'sro~%~ARr~ ooxt j

ORIIJE 'OFF'

DRIIJE 'ON'

DRIIJE 'FAIL'

MOTOR 'HIGH

TEMPERATURE

TO PLC#S. WQ ~~~~~ oo><:-\.-1

1/'START/STOP'

NOT J~o~UTO 1 t______,._=-:! _ _L_, CONTACT 0 PLC#8 j I t______,. I T

1 ~---------r~ i BYPASS VFD i xo~-...,..--::-;.___ r--::-_L :J I -'IFD/BYPASS SELECT j I j LOCAL RE~OTIE i xo~--r ~ _l_---, SPEED SELECT

TIT2T3G ~::.....JI

'------',-1--Y-';r'--'.,l_-_-::::_·- - -- - __j

30A 3/P

NEMA 4

SURGE PROTECTORS SHALL BE MANUFACTURED BY

INNOYATliJE TECHNOLOGY OR APPROVED EQUAL

PROPOSED EXISTING

SERVICE

PEW ROAD ETR CONTAINER MODIFIED ONE-LINE DIAGRAM

i ~-~~~11

SCALE: NONE

SERVICE

CABINET

FUTURE

PLCf7

SPACE FOR

FUTURE

EQUIPMENT

PEW ROAD ETR CONTAINER E UIPMENT ELEVATION

SCALE: NONE

EXTRACTION WELL PUMP

SCALE: NONE

fEFER TO RECOfl) DRAWINGS FROM NA110NAL. ENYIFIOtN3'ITAL SYS'TEMS, tiC.

EXTRACTION

:e~~v

(NEMA 4)

(EW-Dl-2)

BACKWASH

PUMP

STARTER

1;111?

II II

PLC #8

TYP. ELEC. GRNDING AND BONDING DETAIL ~

SCALE: NONE

~ RE\1SION CLOUD FOR RECORD DRAWING

US Army Corps of Engineers®

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"' ~~----------------------------------------------~------------------------------------------~------------------------------------L-------~

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PROPOSED LOCATION

Of NEMA 4X JUNCTION BOX.

~~N~Jo~~ c=-filii~--_,•"''liill+-T"'>

TO TREATMENT

SYSTEM REFER TO

SITE PLAN

BUS

PANEL RATING

SUPPLY VOLTAGE

SERVICE

'WIRING·

t OF WIRES

3#6, !#lOG

3+18, UUOG

3M12,.1#12G

3112;·; 1#12G

3#12, 1#12G

BUS

PANEL RATING

SUPPLY VOLTAGE

SERVICE

\/IRING

I OF W'IRES

2t110, !#lOG

2#10, !M!OG

2t112, l#l2G

• GFCI BREAKER

125 AMPERE

14 KAIC

480V/277V

3 PHASE, 4\1, \II GND BUS

OCSCRIPTICN

aJiDUIT ~A

2' EXTRACTION 'WELL PUMP VFD 3700

1' 15 KVA TRANSFORMER <TR2> 5000

3/4' 5 KW ELECTRIC UNIT HEATER 1660

3/4. S KIJ ELECTRIC UNIT HEATER 1660

3/4"' 5 KIJ ELECTRIC UNIT HEATER 1660

TDTAL 1

TOTAL 2

TOTAL 1 + 2

TOTAL CONNECTED LOAD

AMPERES

100 AMPERE

10 KAIC

208/120V

3 PHASE, 41J, IJ/ GND BUS

DESCRIPTION =rur. .A

3/4• VAULT 180

3/4' e VAULT

3/4• F CONTAINER

SPARE

SPARE

SPARE

TOTAL 1

TOTAL 2

TOTAL 1 + 2

TOTAL CONNECTED LOAD

AMPERES

ION WELL VAULT

PANEL No.

VA DR 'W BREAKER CKT. BUS

¢B ¢C POLE AMPS NO A B C

3 40 1 X 3700 3 X

3700 5 X 3 30 7 X

5000 9 X 5000 11 X

3 15 13 X 1660 15 X

1660 17 X 3 15 19 X

!660 21 X 1660 23 X

3 15 25 X !660 27 X

1660 29 X

MAIN BREAKER

fEEDER ENTRANCE

FEEDER SIZE

SOURCE

PANEL TYPE

PANEL No.

VA DR IJ BREAKER CKT. BUS

¢8 POLE AMPS NO A B C

1 20 1 X 720 1 20 3 X

1200 1 20 5 X 2 20 7 X

9 X 1 20 11 X 1 20 13 X 1 20 15 X

17 X 19 X 21 X 23 X

MAIN BREAKER

FEEDER ENTRANCE

FEEDER SIZE

SOURCE

PANEL TYPE

POWER PLAN

PPB

LOCATION TREATMENT SYSTEM CONTAINER

MOUNTING SURFACE

DRAIJING No.

CKT, BR!OO ER VA DR IJ DESCRIPTION WIRING

NO POL~ AMPS ¢A ¢B ¢C C~DUIT WIRE

2 15 1660 DEHUMIDIFlER 3/4' 3#12, lft:l2G 4 1660 6 1660 8 3 40 3700 10 HP TRANSFER PUMP STARTER 3/4• 3tUO, l#lOG 10 3700 12 3700

14 3 15 SPARE

TOTAL 2

125 AMP MAIN LUGS N/A

TOP ENCLOSURE TYPE NEHA 4X

4#1, tct4G, 2·c ACCESSORIES

PPA @ SERVICE CABINET

BOLT-ON

LPB

LOCATION TREATMENT SYSTEM CONT A!NER

HDUNTING SURFACE

DRAWING No.

CKT. BREAKER VA DR IJ DESCRIPTION \/IRING

NO POLE AMPS ¢A ¢B CONDUIT \/IRE

2 1 20 720 PLC #8 @ W'TF 3/4' 2t112, 1t112G 4 1 20 747 li!'M 3/4' 2#12, !112G 6 1 20 540 IN W'TF CDNT AINER 3/4' 2t112, 1t112G 8 1 20 VAULT 3/4. 2#10, !#lOG 10 1 20 12 1 20 14 1 20

TOTAL 2

50 AMP - MAIN LUGS N/A

TOP ENCLOSURE TYPE NEHA 4X

416, 118G, 1-1/4'C ACCESSORIES

15 KVA XFMR TRB

BOLT-ON /

POWER PANE SCHEDULES 'PPB' & 'LPB'

SCALE: NONE

FINISHED GRADE

L YNCONITE II BACKFILL TO

1• BELOW BREA lHER HOLE

SOIL

NOTES:

PLAN SYMBOL

1. MODEL K2-4-40-CS WllH X8-12F BOX/COVER ASSEMBLY, MANUFACTURERED BY LYNCOLE XIT GROUNDING, 3547 VOYAGER ST.,TORRANCE, CA 90503

2 SHAFT CONFIGURAllON: STRAIGHT. LENGlH: 40 FEET.

3. UL AND CSA USllNG: 467.

4. L YNCONITE II BACKFILL MEETS ANSI/NSF ENVIROMENTAL STANDARD 60.

5. MATERJAL: TYPE K COPPER 0.083' NOMINAL WALL THICKNESS.

6. CONSTRUCTION: HOLLOW TUBE, 2.125" O.D., FILLED 1\lTH NON-HAZARDOUS SALTS (CALSOLYTE).

7. WEIGHT: J.S LBS PER UNEAL FOOT.

B. GROUND WIRE TERMINATION: EXOTHERMIC CONNECTION TO CONDUCTORS #4/0 AWG U-BOLT WllH

PRESSURE PLATE PROVIDED AS TEST POINT.

9. MINIMUM UFE EXPECTANCY: 50 l'EARS. WARRANTY: JO l'EARS.

10. STRAIGHT SHAFT MODEL NO: K2-40CS.

STR GHT-SHAFT MODE GROUND ROD DETAIL

SCALE: NONE

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~ RE'IlSION ClOUD FOR RECORD DRAW1NG

US Army Corps of Engineers®

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~L_--------------------------------------------------------------~~------------------------------J_-------------------------------------------------------------------------L------------~

INS1'RUMEHTA110N TO BE PROYIEDED BY CONTAINER CONTRACTOR

TO BE INST,tUED BY INSTAUAllON CONTRACTOR y tl.-fr®<® I I\ L':_QJ

I ! ' \_3. Sl£\'C

~ ri¢n~~ l t~E~= I I ! ~ i

I u I t=i

EW-0:-:J

INFlUENT W.I.TER FRO!.!

E>-'TR>.CTiON WEll

CONTAINER TO BE F'ABRICATED BY OFF-SITE CONTRACTOR NtD TRANSPORTm TO SITE

CONTAINER BOUNDARY

I * L-----------------~-r--------~ r I s

I I I I I r7

I

* ~--0 I I

I

J. P\fC 1 FlANGE\ j

4• PVC ~

Fl..NIGE~ -J I

-~:_-®--4f

XF'P-PR-1

' I BACkWASH C,.:j.

PUMP f1

LEGEND & SYMBOLS

BALL VALVE 8 PRESSURE INDICATOR

TRANSMITTER

® FLOAT SWITCH

NORN'/JUY CLOSED

@) FLOW INDICATOR TRANSMITIER

GATE VM..VE

ELECTRONICALLY OPERATED VM..VE

CHECK VM..VE @ LEVEL SWITCH LOW

PRESSURE REJJEF VN..VE @> LEVEL SWITCH HIGH

SMIPUNG PORT e LEVEL SWITCH HIGH-HIGH

LEVEL TRANSMITTER @

e

~ FLOW METER

1()1 UNION

PRESSURE INDICATOR

BACKWASH PUMP

D EXPANSION/REDUCER

MOTORIZED OPERATED VALVE

• FlEID MOUNTED INSTRUMENT - NEW tf-5\ DENOTES FURNISHED &: INSTALLED UNDER

'{.:,; BASE BID

<®> OISCRETE FUNcnON OUTPUT

® ANALOG FUNCTION INPUT

INSTRUMENT IOENTIACATION

~ LEITER & IOENllFlCATION #

R..EXIBLE CAMLOC CONNECTOR

•om

~ - TREATNENT SYSTEM THROUGH FLOW

------- - TREATNENT SYSTEM PERIPHERAL FLOW

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR lAYOUT AND INSTAUAllON OF COMPONENTS, PIPE. VALVES, FTTTINGS, NolO

APPURTENANCES AS REQUIRED FOR THE PARTICULAR EQUIPMENT

F\JRNISHED, INCLUDING REQUIRED PIPE NolO EQUIPMENT HANGERS NtD SUPPORTS.

2. All. FlDCIBLE HOSE CONNECTIONS WILL TERMINATE IN INTEGRAL BALL VAI..VfS.

J. All. PIPING IS J• PVC UNLESS OTHERWISE INDICATED.

4. REFER TO SHEEr I-Q2-PR FOR BACKWASH PROCESS NolO

INS1'RUMENTA110N DIAGRAM.

INS1'RUMENTA110N TO BE PROYIEDED BY CONTAINER CONTRACTOR

TO BE INSTALLED BY INSTAl.l.AllON CONTRACTtiR

REFER TO RECORD DRAWINGS

FROM NATIONAL ENVIRONMENTAL

SYSTB.48, INC. (t.AMR-9616)

CONTAINER BOUNDARY

CONTAINER TO BE F.ABRICATEO BY OFF-SITE CONTRACTOR NolO TRANSPORTm TO SITE

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I~ o~\RI ~L-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~------------~

----~-r-+--·-~~1T~t\~

SEPE?J..TE CONTRA:!

~M PVC

Fl.Ni<lE"

~EGEND & SYMBOLS

{-;~?~ 0:2-\.~:~!.:: !'f~ ~U:'it'; (iN Ot.fPt.F v

....... u_ G.EX:f;:_;: !-lC~~;;:: C0!-l!'<f.".Cn;;;,:s i.TiO.L "Itf\~1!lif.;E: ~:-< i!\i"!EG-=i:~~ ..

t;:~.E.. \'-<\<.Vi:~:.

<!., F<EfF.::: YG SHt:.f.T !~:':!.-·~ >C:f.': f~<\f.'YYi~\::::i f.'•R,!C:£'5£ ~'.!,.f;

lf!S!':=t..il>!tNlf,fiG:-1 [~A(;i~P.N.

REFER TO AECOAD DRAwtlGS AlOM NAllONAL EN'ffiONMENTAL

SYSTB.4S, ~. {MMR-9616)

00¥.-N COh!ER p;;o!:: ro a:::

~~"'ST;\l.LW

IJNO:::R

Stp:ERA:t:

CONTR.I\CT

US Army Corps of Engineers&

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] lNCWC>< WA«R FRO" ~· ~ EXTI'-'\CTION WELL fW.-.nce l_ -'l 1-02-PR

~L----------------------------------------------------------------------------------------------------------------------------------------------------~--------~

HARDIJARE SOFTIJARE

DESCRIPTION FUNCTION INPUT OUTPUT OUTPUT FUNCT. STAnJS SQ.IEOUUNG JPPUCA.TIOH ........ MISC • REMARKS

WIRE DIGITAL ANALOG DIGITAL NW.OG PROC""'

p p p I

I I ~

TO

PEIJ ROAD EXTRACTION, TREATMENT AND RECHARGE SYSTEM

> PLCtl8 @ Pew Roo.d SysteM Conto.lner ( ~15~0~1~P~L~C~#8~~1n~ftu~e~nt~P,~es=s~ure~l~nd~ic=a~ro~,~a~nd~Tro=n~s~m~a~re~,--------------------'"ln~flu-e~nt~P~~,.~u~----------------------4-~-+~x4-~-}~x+-4--}-f-4--~~X~X~X~~X~X~X~~x~x1--rx~-1~~x~-+~~x~~x+-~x~~x~xlr.x~-fvxi-----------j

> ~15~0~24-P=c~C~#8~~~n~flu~e~nt~na~w~ln~di~ca~ro~,~·~n~d~T~ro~n~sm~i~ti~•'-----------------------4~1n~flu~e~nt~R~o•~----------------------4-~-+~x4-~-+~x+-~~-+-4--~~x~x~x~~x~x~x~~x~x1-~x~-+~rx~-+~rx~~xt--rx~~x~x-rx~-+~xi-----------j 1503 PLC#B Not Used Not Used

> ~15~0~44-P~L~C~#a~~EQ~-~BW~c~oSnk~R~aa~t~s~w?.ire~h~-----------------------------4~~~·~~=·•='~~~·=nn=---------------------~x~-+-1~x~-}-f~--t-+-4--r-+-1~~r&x~x~x~-+-1--~t-+--rx~-1~~~x+--rx~~x~xi--r-t-i----------i 1505 PLC#B EQ-BW Tonk Float Switch High Level Alarm X X X X X X X X X X 1506 PlC#B EQ BW Tank Float Switch High High level Alarm X X X X X X X X X X 1507 PLC#B Backwash Pump #1 (BWP PR 1) BWP PR-1 Status X X X X X X X X X

) 1508 PLC#8 Backwash Pump #1 (BWP-PR 1) BWP PR 1 Start/Step X X X X X X X X X X X X X X X X 1509 PlC#B Backwash Pump 1/1 (BWP-PR 1) BWP-PR-1 Pump Fail Alarm X X X X X X X X X X 1510 PLC#B Not Used Not Used ( 1511 PLC#B Not Used Not Used 1512 PLC#B Bog Filters (At &: A2) Influent Pressure Indicator &: Transmitter Filters (A 1 &: A2) Influent Pressure X X XXXXXXXX X X X X X X X X

1513 PlC#B Bag Filters (A1 &: A2) Effluent Pressure Indicator &: Transmitter Filters (A 1 &: A2) Effluent Pressure X X XXXXXXXX X X X X X X X X

() ~~4-~PL~C~#8~~~~~~~~~~~~~~~~~~~----------~G~.~~r-~-,n-1~.~-2~1nf~lu~e~nt~P~,~.,=,=u,~e----------~~t-~~-t-+~--t-+-4-~-+-1~x~x~~x~xlr.x~x~~x~x~-+~x+--r-t~x+--r-t~x+-xrl--t~x+-x,x~xvf-i>x,r---------i 1516 GAC Train 1&:2 Influent Pressure Indicator and Transmitter ......, ,.., .., X X

()~15~1~71-~PL~C~#8~~GA~C~~~ai~n~3~&~4~1~nf~lu=en~t~Pf~~·~·"~'~·~ln~d~ic~at~a,~an~d~~~,~·n~s~m~itt~e'~--------~~M~C~Tro~in~3~&~4~1nf~lu~e~nt~P~~~·~·~"~~----------~~-+7.x1-~-+7.x~~-+-1--~t-~x~x~~x~x~x~x~~x~x~-+~xt--r~~Xt--r-t~x~xi--t~x~x~x~x~-i~xx~-------- 1518 PLC#B GAC Train 5&:6 Influent Pressure Indicator ond Transmitter GN:. Train 5&:6 Influent Pressure X X X X X X X X X X X X X X X X X X

1523 PlC#B System Effluent Flow Indicator and Transmitter System Effluent Flow X X X X X X X X X X X X X X X X X X 1524 PlC#B Floor Sump Float Switch High High Level Alorm X X X X X X X X X X 1525 PLC#8 Extraction Well (EW-01-2) Level Tran-smitter Extraction Well (EW 01-2) level X X X X X X X X X X X X X X X X X X 1526 PLC#8 Extraction Well (EW 01 2) Pressure Indicator and Transmitter Extraction Well (EW 01 2) Pressure X X X X X X X X X X X X X X X X X X 1527 PlC#8 Extraction Well (EO 01 2) Vault Float Switch Vault Flood Alarm X X X X X X X X X X

( 1528 PlC#B Extraction Well (EW-0 1 2) Flow Indicator and Transmitter Extraction Well (EW-01 2) Flow X X X X X X X X X X X X X X X X X X ) 1529 PlC#8 Extraction Well Pump (EW-01 2) VFO EW-01-2 Status X X X X X X X X X ( 1530 PLC#8 Extraction Well Pump (EW-01-2) VFO EW 01-2 Start/Stop X X X X X X X X X X X X X X X X X i

) 1531 PlC#8 Extraction Well Pump (EW 01 2) VFD EW 01 2 Speed Signal X X X X X X X X X X ( 1532 PlC#B Extraction Well Pump (EW 01 2) VFO EW 01-2 Speed Feedback Signal X X X X X X X X X X X X X X X X X X X X ) > 1

:3

PlC#B Extraction Well Pump (EW 01 2) VFD EW-01 2 Foil Alarm X X X X X X X X X X <

~ PlC#8 Not Used Not Used ) ) 1535 PLC#8 Not Used Not Used

"~~~15~3;6l~~P~L;~~8~N~~~~~Us~~~d::~~~~~~~~~~~~~~~~~:~~~==~~~~~j~~Nm~U~~~ed~~~~~~~~~~~~~~~~:t~~~§:~l:~~S:~:t~~~~~~~l:~~:E~~:±~:j~~~~~~:f~~~t:~~§:~::l~

PEW ROAD ETR LOOP WIRE AND CONDUIT SCHEDULE ( 1\

SCAI..£: NONE

COMMUNICATIONS LEGEND

ETHERNET

1: EQUIPMENT SHOWN DASHED AND

LIGHT DENOTES FUTURE EQUIPMENT

D EQUIPMENT SHOWN SOLID AND

HEAVY DENOTES NEW SCADA

UNDER THIS CONTRACT

PEW ROAD ETR CONTAINER

SERVICE CABINET

FUTURE

,,, :--,,.[fl

(PLC#B)

r.1 r.1 uu uu uc.c I

PEW ROAD ETR SCADA BLOCK DIAGRAM~

4 CHANNEL

ETHERNET

SWITCH IN

NEMA 4X

ENCLOSURE

I VOICE ~~---,

MO~EM j ~

I CELL

PHONE

~ RE:'IISlON CLOUD FOR RECORD DRAWlNG

US Army Corps of Engineerse

SCALE: NONE ~ 'J

~L-------------------------------------------------------------~~----------------------------------------~------~

!!'IFUJENT WATER FROM

O.'T~CTION W>:!LL

D:SCi-!.t..~CE PlPE TO BE" lNST.i'l..L£0 UNDER SEPEP..Al'E CC-!"<Ti~ACT

I I I

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I t L-----------------~-,--------~

:t :

~yt.:.

'{52. ! :

' " 10

I I

I I i i I

D

LEGEND {!t SYMBOJ,S

PRESSi.IRE iNDiCATOR TAA''·r3M!TTER

FLC;W !NDlCI>TOR TRAN~M!ITER

L£YEL SWITCH H1GH

MGTCRIZW C?ER.<;TE!J VAL\'E

FL£XIBLE C'.A.MLIJC CONNECTOR

......,..__ - TREATME!11 SYSTEM T.>iROUGH FLOW

_,.._- --- - TREATME!\i"'T SYSTEM PERIPHERN... FLOW

NOTE·

l, n:E" CC!'<~CTOR SHALL g;:: J<ESFONSim.£ fOR L~YOt.JT PJ..'D :NS;'l~LATION OF COMPONEN'l'S. PiP£, '/.'I.L\I'ES, FITT~NGS, A:"'D A.,PURTE:N . .!,'<<;ES A.~ REI:lUI~ED FGR T:-IE P/,R:';(;(J:..,'I..P. ECL'If'MENT ;;uRNtS:-IED, lNC"d.JO:NG REGU:RD ?l;:>[ ANG EQU!Y~:;;r<: !-1#-.''<GE.~

,~<~~;:; SUPFOR:S.

2. ALL FLEXlSL.E HVSE COHNEC:.-QNS W;LL TER~!NA:;::: :N !;iTE"GRf..L BALL VAl\'25.

J. i"..:...L P!?1NG 1S 3" PVC UNLESS 011-iERVf.SE INDICATED.

4. R::FER :0 Si-1£1:.1 i-02-PR FO~ SACi(WASH ~C-cESS i"Ntl :NSTRUMENTAnON U;.A.GP.AM.

REFER TO RECOfD DRAWINGS FFIOt.t NAllONAL ENvf:loNMeNTAL SYS'TEMS, tiC. (MMR-9616)

GO'b;~ WME!l

PI~E TO ;:IE

1:-<sr;..um i,;NDfF:

SEPER~TE

CO?>. 'TRACT

US Army Corps of Engineerse

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1-04-PR

~L------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------L------------~ j

E

WATER OUT- 4"

WATER IN- 4"

BOLLARD

LEVEL GRADE

BACKWASH

PUMP

2100 GALLON

INFLUENT /HOLDING

BACKWASH TANK

INSULATED

PAD

NEMA 4 - FOUR GFI OUTLETS

AND ONE 220V OUTLET

UNDER CONTROL PANEL

TREATMENT SYSTEM ENCLOSURE

PLAN VIEW

(NOT TO SCALE)

LIGHT FIXTURE

(TYP)

TREATMENT SYSTEM ENCLOSURE

SIDE'VIEW

(NOT TO SCALE)

SLOT SUMP AND

KILL SWITCH

AEFEA TO RECORD DRAWINGS

FROM NATIONAL ENVIRONMENTAL

SYS'TBAS, INC. (MMR-9616)

US Army qorps of Engineers*

~L_--------------------------------------------------------------------------------------------------------------------------------------------------------~--------~

WATER OUT- 4" FLANGE

WATER IN- 4"

BOLLARD

LEVEL GRADE

CONTROL

BACKWASH

PUMP

2100 GALLON

INFLUENT /HOLDING

BACKWASH TANK

INSULATED

PAD

NEMA 4 - FOUR GFI OUTLETS

AND ONE 220V OUTLET

UNDER CONTROL PANEL

TREATMENT SYSTEM ENCLOSURE

PLAN VIEW

(NOT TO SCALE)

LIGHT FIXTURE

(TYP)

STRUCTURAL BACKFILL

SLOT SUMP AND

KILL SWITCH

··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-GEOGRID-··-··-··-··-··-··-··-··-··-··....;.,_.,_,,_,,_,._ .. _.,_,,_,,_,,_,,_,,_,,_ .. _,._.,_,,_,,_,,_,,_,,_,,_,, STRUCTURAL BACKFILL

TREATMENT SYSTEM ENCLOSURE

SIDE VIEW

(NOT TO SCALE)

HEAT TRACE

6 SIDES

4" FLANGE

HOPE

PIPE

(EXISTING)

4" PVC

PIPE

PROPOSED

GRADE

TO BE ----1

DETERMINED

IN FIELD

TO BE

DETERMINED

IN FIELD

EXmACTION/INJECTlON ~ DETAL Cx2J

NOT TO SCALE

PIPE SHALL BE HEAT-TRACE TAPED AND INSULATED WITH ELECTRICAL CONNECTION TO CABINET.

WELDED

CAP

GUSSET

GREASE PLATE

FITIING

5" SCH 40 STEEL

5" SCH 40 STEEL

22'

(ADJUST TO ROAD WIDTH)

TYPICAL SWING GATE

5" SCH 40

STEEL

WELDED

CAP

19'-9"

1'-6"-1

1' I p--t

5" SCH 40

STEEL

PIVOT POST LOCK POST (TYP)

TYPICAL GAlE DETALS

NOT TO SCALE

WELDED

CAP

REFER TO RECORD DRAWINGS

FROM NATIONAL ENVIRONMENTAL

SYSTEMS, INC. (MMR-9616)

US Army Corps of Engineers ..

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a:t:

5<.!lt;i 0JZ>-wz -(I)

~~!;(::! ::::;:Q:

LJ.JCl.Q:

Cl.Oi§~ tn ..... t:i ~::::Ezm >-< ~::J~ UlZCI tl:< a: Ow 1-LJ.JO a:[]_ ~!;(a: C!lo ~we::

15 []_ a: 1-

Shoot

M-02-PR

EXTRACTION WELL

PARAMETERS OF EXTRACTED

WATER

FLOW = 100 GPM (120 GPM

DESIGN)

PERCHLORATE = 0-5 PPB

pH 5.0

SS < 1.0 PPM

CONTAINER BOUNDARY

PARAMETERS OF INFLUENT

TANK EFFLUENT

BACKWASH TANK

SAME AS EXTRACTED WATER

(IN INFLUENT CONFIGURATION)

PARAMETERS OF BACKWASH

TANK EFFLUENT

SAME AS TREATMENT VESSEL

EFFLUENT

(IN BACKWASH

CONFIGURATION)

--- NORMAL FLOW

------ BACKWASH FLOW

BACKWASH PUMP BAG FILTER (2) TREATMENT VESSEL (6)

r---------------, r--------------------------------1

I I I

PARAMETERS OF BAG FILTER

EFFLUENT

FLOW = 100 GPM (120 GPM

DESIGN)

PERCHLORATE = 0-5 PPB

pH = 5.0

SS < 0.5 PPM (TBD)

I

TREATMENT

VESSELS

(6)

I I I I I I I l ________________________________________________ j

PARAMETERS OF TREATMENT

VESSEL EFFLUENT

FLOW = 100 GPM (120

GPM DESIGN)

PERCHLORATE

pH = 5.0

INJECTION WELL

PARAMETERS OF INJECTED

WATER

FLOW = 100 GPM (120 GPM

DESIGN)

PERCHLORATE = <0.35 PPB

pH 4.0 - 6.0

SS < 0.5 PPM

P-01-PR (=> REVISION CLOUO FOR RECORO ORAWING

~~-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------L--------------~

' 0

----------------10'------------------1

I I a!LCO DOUBLE DOOR TYPE D, f-------------;0'

I

5' t 1'-3" t

2'-6"'\-----:---------5' ----------+-------®---!

"\_ <'/' HDPE Pi?£

EQUIPMENT SCHEDUL£: INJECTION WELL VAULT

PRESSURE GIIJGE

1" VIOJUM REUEF V!(lf.

~R REl£ISE V!(\f.

3/4" ll!ll V!(VES (2): 1" Sill V!(\f. (1) 4" Sill V!(\f.

PIPING: PIC

PIPING SUPPORT

L.E!lEtfl1:

PVC - POL'tVINYL CHLORIDE

HOPE - HIGH DENSITY POLYEllm..ENE

C.S. = CARBON STEEL

D -PROPOSED

li -EXISTING

B!L(;O DO!J8LE QOOR TYPE D, 10';..5'-.

i

Lie"• OPENING S--l

SUPPUER EQUIPMENT TAG NUMBER ITEM NUMBER ITEM MATERIAL

NES Pl-273 4!H379-AS-<HL -XSG BRONZE BOIJRIJON IJA COWHS Vfll-273 /(10

IJA COUJNS N?/-273 YB

IJA COUJNS BV-27JA, B'/-2738; BV-273C B-6800 BRASS

IJA COUJNS TV-273 TYPE 370 PIC

IJA COUJNS SCHBOPIC

IJA COUJNS ClllBON STEfl.

'\_2(;";~~ 6PEN!NG

"'-- 6" WELL CAS!Ni.?

MANUFACTURER NOTES

ASHCROFT llURI<:AIJGE GRillE 'JA, 1/2" HPT, 4 1/2" DIAL ~ZE. LOWER COHNECTIOH CRISPIN !(T: V!(-u.\T1C YOOEL 101\ll: /roJ 1501T cmSPIN !(T: V!(-YATIC YOOEl 22.4; N'CO #50, 3/4" INlET WAlTS HPT 1\IRfAIIEil

GEORGE RSOlER 4" FtMGED, CCINFIJRYING 1U ANSI B16.5 QASS 150

RELO FABRICATED 1/lGlE OR CHANNa SIOO<

CJ REVISION CLOUD FOR RECORD DRAWING

GRAPHIC SCAL£: 1" - 1'

1' 2'

~ il! ~ 1.l 1.l ;;: " ~ ll l!.

' ~~~ s ?2''-

[I i!i I z ~ 8

I i!i ;e ~ i ~ ~ 15 ii: a

~ i'i

I !rl 'I

I s

I

P-02-PR

* f

CJ REVISION CLOUD FOR RECORD DRAWING

SECTION

NEMA 4 X JUNCTION BOXES

AT/PIT -+----< r' r--, ~~~-o~L-PR~l~~~~~~(!J~~~~o~~~~~-o~-P--~ -xr. LIGHT I v SWITCH

----' LIGHT - - - -- - - ""UGHT jl- WELL PUMP

I

I--SPARE

I PUMP MOTOR~ DISCONNECT

______ _j I

PRESSURE PRESSURE INDICATOR

·~· t-TRAN-S-t.I-1TT-ER--------------, GROUNDING

BUS BAR

l

LIGHT

-, S~ SUMP LEVEL FLOAT SWITCH

SECTION

LIGHT

HEAT

TRACE

PANEL

LIGHT

SWITCH

[:J

OUTLET

GFl, WP m US Army Corps of Engineers®

!;; I ~ 1!1

1!.

' s s

::: z ~ ~ ~ - z " 0 z "

~ I ~ :i!

I

- 0 ~~

\y; ·~I WELL PUMP POWER

L SPARE .

NOTES' VAULT POWER B ! 1. UGHIS ARE 150W INDUSTRIAL INCANDESCENT W11H GLOBE AND WIRE GUARD. s E CTI 0 N s E CTI 0 N p 0 3 p R

~/~·~ 2. HE:AT TRACE PANEL 17.5" HIGH X 15.5" WIDE X 6.25" DEEP. - -

• GRAPHIC SCALE: t" - t' J. HEAT TRACE TAPE SHALL BE INSTALlED ON OPPOSITE SIDES OF THE PIPING.

~L_~·-~·~~~ro~A~GU:RES~E~-0~5-~P:R~AN~D~I-~0~3-~P:R~ro:R~C~ON~D~UIT~AN~D~WI:RE~9~Z~ES~-------------------------------------------------------------------::==~------------------------------------------------------------------------_:==~--------------------l

File details come from the government source that posted it.