NONCD0000040_19961101_Abbott Laboratories_FRBCERCLA LTRA_Construction Completion Report Drawings-OCR

DRAWING NO.
G1
LA
C1
C2
C3
A1
A2
S1
S2
M1
M2
P1
P2
P3
P4
PS
P6
P7
E1
E2
E3
E4
T1
DRAWING LIST
DRAWING TITLE
TITLE SHEET
LEGEND AND ABBREVIATIONS
SITE PLAN
EXISTING SITE UTILITIES
ROADWAY CONSTRUCTION DETAILS
ARCHITECTURAL PLAN AND ELEVATIONS
ARCHITECTURAL DETAILS
STRUCTURAL FOUNDATION PLANS AND DETAILS
STRUCTURAL DETAILS
EQUIPMENT LAYOUT AND DETAILS
EQUIPMENT DETAILS
PROCESS AND INSTRUMENTATION DIAGRAM
YARD PIPING PLAN
YARD PIPING DETAILS
YARD PIPING DETAILS
WELL CONSTRUCTION DETAILS
PROCESS PIPING
PROCESS PIPING DETAILS
ELECTRICAL ONE-LINE AND DETAILS
EQUIPMENT LAYOUT AND DETAILS
EQUIPMENT LAYOUT AND DETAILS
LADDER LOGIC AND INTERCONNECTIONS
TANK LAYOUT AND DETAILS
NORTH CAROLINA
GROUNDWATER
A
REMEDIATION
FOR
SYSTEM
\
\
MIDDL TON
S.s.:j HEIG s
&o,q,;,D
Co,qsr
lttv1;
ABBOTT
\
\
\151 ~
\
NORTH
VIEW
'\
\.
"
ABBOTT
LABORATORIES
/
2000 0
SCALE IN
SITE VICINITY MAP
1000 2000
FEET
\151 ~
~
I]
=
[>
ABBOTT LABORATORIES
LAURINBURG, NORTH CAROLINA
PREPARED FOR
a ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
ABBOTT
LABORATORIES
'' AS BUILTS''
SCALE IN FEET
ABBOTT LABORATORIES PROPERTY
CONFIDENTIAL
This drawing and information thereon is
confidential and musi not be made public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention and design are reserved.
:l:CALE
AS SHOWN
CONrlD£NTtAL-ALL RJCiHTS li!ESERVED-Plo!Df'E:IHY OF
Radian Engineering Inc.
D£tlGNED BY
IDS
llRAVN IY
TSH
CI-IECt::£:D IIY
JES
APPROVED BY
BPG
This profect has
been conducted
under my personal
review and supervision.
DATE DRA',J[Nc:; TlTLC
02JUN95
DATC Groundwater
02JUN95 Plans
DAT£ C"'D DR:AVING rILt,
1 OJUL95 CONTRACT Nil
Remediation
Title Sheet
'IRA\JlilfG NO.
DATE: 705-015-01 -02 12SEP95 G-1
System
REV.
0
f g
}
V
VALVES AND FITTINGS
FOOT
VALVE
TEMPERATURE
CONTROL VALVE
INTERLOCK
GLOBE
VALVE
FLOW TOTALIZER
VAPOR FLOW COMPUTER
BUTTERFLY
VALVE
[:0:J BALL VALVE
s--{><J SAMPLE VALVE
N CHECK VALVE
FLEXIBLE
COUPLING
BACK FLOW
PREVENTER
INSTRUMENTATION
8
8
0
8
VARIABLE FREQUENCY
DRIVE
FLOW
ELEMENT
HAND-OFF
AUTO
TEMPERATURE
INDICATOR
LEVEL SWITCH
HIGH HIGH
pH CONTROLLER
s pH ELEMENT
s
IO I
D
cQ)
0
:n:
ELECTRICAL SYMBOL SCHEDULE
SINGLE POLE 120V-20A SWITCH
THERMOSTAT
FLUORESCENT LIGHT FIXTURE
HIGH PRESSURE SODIUM WALL MTD LIGHT
DUPLEX WALL OUTLET -ALL WEATHER
RESISTANT EXCEPT IN OFFICE AREA, ALL GFI
PHOTO ELECTRIC SWITCH LOCATE ON ROOF
INDICATOR LAMPS
PREPARED F'OR
El
-0 0
-lf-
~
"'T"
H-0 A-
--o J
I
E9
FE
_J_
BREAKERS (BRKR)
CONTACTS, MOTOR STARTER
TRANSFORMER (XFMR)
LEVEL SWITCH, HIGH LEVEL
(LS2H OR LSHH, HIGH-HIGH LEVEL)
LEVEL SWITCH, LOW LEVEL
HAND-OFF -AUTO SELECTOR SWITCH
FUSE
LEVEL ALARM, HIGH,
PANEL MOUNTED
(HORN AND/OR LIGHT)
FLOW INDICATOR AND RECORDER,
PANEL MOUNTED
PRESSURE ALARM HIGH
INTERFACE WITH PERFORMANCE
DATA COLLECTION SYSTEM
FLOW ELEMENT, REMOTE MOUNTED
GROUND
CONFIDENTIAL
This drawino and information thereon is
confidential -and must not be made public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention and design are reserved.
"'" AS SHOWN
ABBOTT CONFIDDITl'-L-ALL RIGHTS RESERYED-?ROPERT'I' or
Radian Engineering ABBOTT LABORATORIES. LAURINBURG, NC Inc.
BLDG
CONG
ELEV
HOPE
HP
NPT
GAC
KW
NTS
O.C.
PEMB
PH
PVC
RCP
DESIGNED BY
IDS ,._BY
TSH
CHECIC£D VY
JES
Af'PROl/tD IIY
ABBREVIATIONS
BUILDING
CONCRETE
ELEVATION
HIGH DENSITY POLYETHYLENE
HORSEPOWER
NATIONAL PIPE THREAD
GRANULAR ACTIVATED CARBON
KILOWATTS
NOT TO SCALE
ON CENTER
PREENGINEERED METAL BUILDING
PHASE
POLY VINYL CHLORIDE
REINFORCED CONCRETE PIPE
This project hos
been conducted
under my personal
review and supervision.
"'"' 011.AWIMG TITLE
09JUN95
DATT Legend and Abbreviations
09JUN95
DATT CAD DRAWING OLE,
1 OJUL95 CONTRM;l NO, llM'f!lNG NO.
"'" 705-015-01-02
REV.
L_-----------------------------------------------------------------~--------------~-----'====~=----'-----~-----L-------'-----'---~ LA 0 BPG 12SEP95 IIE'.50IJt 1IAII.I,[ PAIK. IIOll1I c.ww mw
\: ' '
(
f:~
----__________..,__ -.J'~ ,;;
-~ p?
~: -.
I
I
I
r--'
I ' ' o\~~~ 0
I ',' \
I ' ' I ', I
I
~-----
------I
,, '\
I
I
I
I
I
I
d
I
I
I
I
I
I
I
b
I
I
I
I
I
I
I
I
I
I
I
I
I
PARKING
I
I
I
I
I
I
I
I
I
I J--~7~~;
(
0
D
\
AGV TRACK
((
)\
-r::::
MW-24B
ASPHALT PLANT
n
11
II
II
LOADING \I
DOCK II
II
II
II
\ p
I
1,
I
I
I
I
I
I
I
I
I
SPHALT PLANT ROAD/
25
O·-·
2P-4
OAD
2P
MW-26B
I
MAIN PLANT BUILDING
PARKIN
O,J
..
TREATMENT
BUILDING
EXISTING DRUM
STORAGE BUILD! NG
II ---------
X 11 0 MW-258 ii
II
II H
II
MW-27D l;
!~
I
-;
I
V-2
RW-5
RW-6~
LOADIN~
DOCK
2P-7
□
PliEPARED l"Olr:
LOADING
DOCK
□
AGV TRACK
'
0
11
11
11
I
I
I
I
I
I I
1---t-11 I ~ I I
:'.S I I Cl. if\ 1--r--1--1:I \ o
r, -0-;::....1-----,
i • i • • i • i
I
I
I
I
I
I
I
\
I
I
I
I
I
D
D
TRUCK
PARKING
B
(<-,
-. ' \.1.)
<J
CONFIDENTIAL
40 0 20 40
SCALE IN FEET
This drawing and information thereon ls
confidentiol and must not be made public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention and design are reserved.
AS NOTED
El ABBOTT
ABBon LABORAT0R1Es. LAURINBURG. Nc Radian Engineering
CDt#"lDENTIAf.. -ALL IUGtffS R£SElr:V£D-PROPD!H Of
Inc.
J:€SlGl'€D BY
IDS
11<1\VN SY
TSH
CHECKED ICY
JES
APPR□vtD Il'f
BPG
©
@
0
)---<
---x---
0
•
This prefect has
been conducted
LEGEND
POWER POLE
LIGHT
POLE
HYDRANT
WATER METER
MANHOLE
WATER VALVE
LOADING
DOCK
WAREHOUSE
EXISTING CONCRETE DRAINAGE DITCH
CULVERT
FENCE
CATCH BASIN
TREE
SHRUB
WOODS
EXTRACTION WELL
SHALLOW MONITORING WELL
DEEP MONITORING WELL
INTERMEDIATEP MONITORING WELL
CLEANOUT
SUBSURFACE PIPING
AREA OF IN-SITU VOLATIZATION
under my personal
review and supervision.
DlilTE DIMVIN'G TITLE
05JUN95
DATE: Site Plan 05JUN95
DATIC CAD DRA\JING nLt,
1 OJUL95 C□NTR,.,CT NCI. IIRA .... IMG HD.
DA TIC 705-015-01 -02 C-1 12SEP95
REV.
0
M 6
/ ... ...
C .. ~
0
AGV TRACK
'(
I
I
I
I
I
I
I
I
I
I
I
ASPHALT PLANT ROAD
TREATMENT
BUILDING
EXISTING DRUM
STORAGE BUILDING
AGV TRACK
I
I
I
Q_ -----------'---'!;l++---f&-~~ ---------_n ---= = = = = = = = = =------_-_ ----= = = = = = = = = = = = ~ = -~ \ f------------~c::7-------~ D-i;D
-----------ASPHALT PLANT ROAD ----
f--' I ' ' I ' ' d ...................................... 0
I ' '
I ' '
I ' ' I ', I '><--"Y-~
I
I
I
COMPACTED
SOIL FILL ROADWAY (SEE DETAIL A)
30" MIN.
CONCRETE CHANNEL
TO BE REMOVED
36'' RCP PIPE
~ EXISTING SLOPE
COMPACTED GRAVEL BEDDING
EXTEND MINIMUM 6" BELOW
PIPE
36'' RCP CULVERT SECTION
SCALE: 1" "" 5'-0"
.---------1s~· --------,
NATIVE
SOIL FILL
2-1/2"
3"
=-11=-11 111~11
-1 llillffi' 111 W-
co M PACTE D 7 _, ..
SUBGRADE
BITUMINUS PAVING,
WEARING COURSE
BITUMINUS PAVING,
BINDER COURSE
PRIME COAT
COMPACTED CRUSHED
STONE BASE
ROADWAY PAVEMENT DETAIL
SCALE: NTS
0 0 II
COMPACTED
SOIL BACKFILL
5'
DITCH CULVERT
. -11----. , --,m m=m m=m
LOADING
DOCK
el
LOADING
DOCK
□
/
RIP RAP LINING
36" RCP PIPE
CUT AND REMOVE CONCRETE,
REPLACE WITH NON-SHRINK
GROUT AND EXPANSION JOINT
ROADWAY (SEE DE:TAIL A)
L._
----------EXISTING
SUBGRADE
6" MINIMUM COMPACTED
GRAVEL BEDDING
'-----------------2a·~---------------·
36'' RCP CULVERT PROFILE
SCALE; 1" = S'-(J'
TOP OF BANK
RIP RAP LINING TO BE
INSTALLED BE CONTRACTOR
EXISTING GRASS COVERED BANK
CULVERT HEADWALL DETAIL
SCALE: NTS
40
PREPARED rDR
D
I I
I I
0
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
I
I
I I
I I
I I
~--.,I I
I I
I I
1-r----,-,I I
I I
X J I
-:::\ \ 0
\ \
\ \
\ \
\ \ 1 \ □
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 ))
/ / / /
/ / / /
/ / < / v _,.,
D
0 20 40
SCALE IN FEET
D
TRUCK
PARKING
1~Y, i;~:)
0
ASPHALT PLANT ROAD
0
0
0
LOADING
DOCK
WAREHOUSE
NOTES:
G
CONFIDENTIAL
This drawing and information thereon Is
confidential and must not be made public
or copied unless duly authorized, and Is
subject to return on demand. All rights
of invention and design are reserved.
SCALE
AS NOTED
Cl:J,F[llE:NTIAL-ALL RIGHTS RESERVED-PROPERTY aF
Radian Engineering Inc.
DESIGNED BY
IDS
DRAVN IIY
TSH
Cl-£0(['.D BY
JES
APPROVED BY
1) NEW PLANT DRIVEWAYS CONSTRUCTED SUCH
THAT THE FINISHED SURFACE IS FLUSH WITH THE
SURROUNDING GRADE.
2) THE ROADWAY SUBGRADE WAS PROOF-ROLLED
PRIOR TO INSTALLATION OF PAVEMENT BASE COARSE.
COMPACTION IS 95% STANDARD PROCTOR.
3) PAVEMENT BASE, PRIME COAT, BINDER COARSE,
TACK COAT AND WEARING COARSE PLACED IN
ACCORDANCE WITH SPECIFIED PROCEDURES.
This drawing has
been prepared under
my direct control and
personal supervision.
OAT< BRAVING TITU:
05JUN95 Roadway om
05JUN95 Construction Details
DATE CAD DRAVJNG F'ILE,
1 OJUL95 Cllt.lTRACT NO. DR:AWIN6 NO,
DATE 705-015-01 -02
REY,
,,, l1BU!OI TRYN'l.E !Wt, IOffll CMll.lll, 'llW,} .sl_ _________________________________________ -'-----------_L__---=====:...._____ _ ___.L_ _ ___J__::::_:-=-----:....::....l...___ ___ _______L __ _J___J BPG 12SEP95 C-3 0
·---.
' " / ~ ~ C
~ m J
7 .L
-
30'-0"
12' OVERHEAD DOOR
I
I
4' o·
I~ 6" QJ f
' 0 7'-0"
I§ 4'-0"
re·
I • '
4'-8" 4'-6"-
22'-1 Q" 3'-4"-
40'-0"
NORTH ELEVATION
I "
"
'5' Qj" ~ 12•-o"
0
4'-6"
I r
I i
2·-o•L3•-,·J
,_ --------------------------_J
7'-0"
MECHANICAL
LOUVER
12·-o··
SPACE HEATER
PACKAGED
-2-PHASE SKID
40'-0"
SOUTH ELEVATION
ROOM STATUS
CONTROL PANEL
12' OVERHEAD DOOR MAIN
PERSONNEL
DOOR
FLOOR DRAIN
/TO SUMP
■ CAUSTICb
SEQUESTERING I\\
AGENT u
NEUTRALIZATION/
SURGE TANK
EMERGENCY
EYE WASH/
SHOWER
PACKAGED
AIR STRIPPER
0
0
FIRE EXTINGUISHER
1" WATER LINE TAPPED
FROM SUPPLY LOCATED
/ NORTH OF AGV TRACK ---
CONTROL
PANEL
DATA COLLECTION
CABINET
EXIT ~----------------
FLOOR PLAN
0
0
GUTTER, TYP.
13' 9 -1/2"
GUTTER, TYP.
13' 9 -1/2"
I
EXHAUST FAN FAIL ~
ROOM STATUS
CONTROL PANEL
SCALE: NTS
F'R[PAR[tl raR
'
~ '-
~
' I
G
G
I RIDGE VENT
12
I 0.25 I
I
§ I I
kV
/ DOWNSPOUT
12•-o"
EAST ELEVATION
/ AND LOUVER 12
I 0.25 I
VENTILATION FAN
,
I
~
/ DOWI-ISPOUT
GRAD E
30'-0"
WEST ELEVATION
NOTES:
1) BUTLER MANUFACTURING COMPANY SBF II PREENGINEERED BUILDING
SYSTEM. MODEL 3014 WITH 2, 20' BAYS AND 14' EAVE HEIGHT.
2) ROOF CONSTRUCTION OF 26 GAUGE BUTLERIB WITH ALUMINUM ZINC
COATING AND WALL CONSTRUCTION OF 26 GAUGE, PAINTED BUTLERIB.
3" WHITE VINYL FACED FIBERGLASS INSULATION PROVIDED FOR
BOTH ROOF AND WALL ENVELOPES.
3) A PARTIAL INTERIOR WALL EXTENDING TO A HEIGHT OF 6' ABOVE
THE FLOOR SLAB INSTALLED TO PREVENT DAMAGE TO INSULATION.
4) PERSONNEL DOORS EQUIPPED WITH HYDRAULIC CLOSURE AND
"BEST' LOCKS KEYED ALIKE TO OTHER FACILITY DOORS.
CONFIDENTIAL
This drawing and information thereon is
confidential ond must not be made public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention and design are reserved.
SCAL[
1/4" = 1' -o"
CDNF"IDENTIAI... -ALL RIGHTS RESERVED-PROPERTY DF
DE:S!Gr£D BY
IDS
DRAWN BY
This drawing hos
been prepored under
my direct control and
personal supervision.
n.TE DRA'w'[I'(; TITLE
O9JUN95
"""
Architectural Plan
TSH O9JUN95 and Elevations
Radian Engineering Inc. C'HECKED BY DATE CAD MA'w'IMG rrLE,
JES 10JUL95 C~TRACT ND. DRA,,_ING NO.
APPROVED BY DATE 705-015-01 -02 A-1
REV.
0
"L-------------------------------------------------------------------------------------------------'----------------------.....L.------~"'"""'==TIINlll=.:c'NI\=""'='-='"""'=-=""'=---------'-------'-------'----------~-----~----' BPG 12SEP95
I '-,f ".
• ",I ,.',• I,,. ' '1·· ·....... . ,,,, . '·· 1 , ;, , ::·.,ri•,•:\J' ,1:.1,\ ; ,
"• ~ ', , " ,,_.I,-,-,·•.·, ,, l
..,
0
' '" ~ / ~ ~ □
13' 9-1/2"
,. J
~-l------------------1
~-----------------------------~----------------------------
.9-1/2"
l, _L
~ ,----------------..;
~-----------------------------~----------------------------
I-
f----------------28'-1'''----------------,
.
r-
1----------------30'-0'''---------------
'. J
ENDWALL STRUCTURAL SYSTEM
• I
9-1/2" r
!
12'-1 /16"
I
8"--Ll-l,_._o_ .. ____ _ C 26'-8"'---------------
1-----------------30'-0''----------------i
MIDDLE STRUCTURAL SYSTEM
1-:r
C)
w :r
~
~ z
'i
0 z
14
• I
.,
• ---
I-:r
C)
w :r
w ::;
<(
11< ...
i,,
'-0" .,J
13'-0''
7'-6"
i,,
.,J
3'-0"
/FLO OR LINE
. ·• .~-... /
'. . /
TYPICAL GIRT LOCATIONS
PRCPAAED rOR
El
SIDEWALL
COLUMN
' .
5'-0"
-~ .
·U,,..-
ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
5'-0"
' . .
ENDWALL
POST
SIDEWALL GIRT
TYPICAL GIRT CONNECTIONS
5'-1/32"~ 12
,. .L . .
30' SBF II
PURLIN LOCATIONS
NOTES:
11/4
.L
CORNER POST
GIRT
CLIPS
.
~
--
ENDWALL
GIRT
1 ) TYPICAL BUILDING FRAMING AND SUPPORTS SHOWN FOR
CONTRACTOR INFORMATION, NOT FOR CONSTRUCTION.
2) BUILDING MANUFACTURER SHALL PROVIDE SEALED DRAWINGS
AND SPECIFICATIONS FOR BUILDING ERECTION.
CONFIDENTIAL
This drawing and information thereon is
confidential and must not be made public
or copled unless duly authorized, and is
subiect to return on demand. All rights
of invention and design are reserved,
SCALE
NOT TO SCALE
Cet;FJOCNTIAL-ALL RIGHTS 11:EStll:VED-PRDPE:UY OF
Radian Inc.
D£SIGNCD DY
IDS
~A\IN 8Y
TSH
0£C:1(£D BY
JES
This drawing has
been prepared under
my direct control and
personal supervision.
DATL DRAVIt-lG TITLE
09JUN95
DATE Architectural
09JUN95
""' CMJ ~A\IINli >ILE•
1 0JUL95 CC..fflAC1 ND.
Details
:tRA-.n«; NO. REV,
!L_ _____________________ _L___ ____ __L__~===--------'------'----'------~~
Engineering
Af'ffiOVED BY """ 705-015-01 -02 A-2 0 BPG 12SEP95 11[:lfMCII 1RJNf1[ P#li;. IIRTH CMII..IM 21D
.. ' I . '
'1°:°l ! ' \' ,·
,'
~ /
cc .: "' "
cp cp
40'-0' LENGTH
19' 7-1/2' 19' 7-1/2'
4-1/2'--'---~-----------------------+----------------------------
N □M
©-" -" -.. _., _,,_'
• '° I
(\J
.,,."--. .,,.-.....
/ '\. / ' { r~,i-'>,,---------12'-0"-------,,.~, \
\ \-/ / OVERHEAD DOOR OPENING \ \~/ / ----/
DOOR
--! I ,----
1
________ l __ _l __
1
1_,,
I
I I L_7
4-1/2'
NOM
L __ -t __ _J
4' CONCRETE CURB I
I
I
Hl---1'-0'
BURIED ELECTRICAL CONDUIT
<BURIED BENEATH SLAB 6' SHOVER DRAIN--~ ON GRANULAR BED)
2' PVC DRAIN LINE
3' X 3' AREA
SLOPE TO DRAIN
UNDER SLAB~ _,-;:;. ------------PRE CAST :::,~...---
CONCRETE _, _,,;;;. _ -I
\ ,----+-.. .,.........-----2'X2', 1-l/4'X3/J6' \ r :£SUMP ,.,--;:;.-;:;..-----I
CLOSE CROSS BAR GRATING x · ,.,-,.,-_ -_J RATED FOR 200 PSF /_,I...__ \ _,,,-;:;.-::::-_, _____ i-
t-,_,,_,,_,,_·-·-·-·--·-((' jJ~.-~-z:-··-··-··-··-··-··-··-··~··-·
". // L_7 '-, :j:::: / BURIED ELECTRICAL CONDUIT I
<BURIED BENEATH SLAB
12' -0'
OVERHEAD DOOR
OPENING
I
j I
I
I
I
I
I
I
I
I
_-L _7
I
• "' I
M L _________________ _
GUARD POST DETAIL
0
,.__-------4'-0"--------,
6 MIL POLYETHYLENE
VAPOR BARRIER
----~---_.;...
GRAVEL BASE COURSE
12' MINIMUM THICKNESS
NATIVE S□IL BACKFILL
ii
4'-6"
CRUSHED STONE BED
12' MINIMUM THICKNESS
Lc-v,•,s;>e
CLOSE CROSS BAR
GRATING
l'-0"
3 1 -61
PRECAST
CONCRETE
SUMP
SUMP DETAIL
SCALE: 3/4 ~ = 1'-o"
ON GRANULAR BED> I
5'-0'
I
I
I
I
I
I
I
I
I I· ·I
,-----7
I I
I I -s=
/
ROD CROSS I
BRACING I
r -_J
I _-' --=. -=.· = :_-_-. -=. -=.· = = :._:: :,_:: :_r-=· ·,
3'-0"
DOOR
BUILDING FOUNDATION PLAN
SCALE: 1/4 ~ = T'-o"
L 1-1/2' X 1-1/2' X 1/4 ' EMBEDDED
ANGLES \.IITH 2 HEADED STUDS
PER SIDE.
EXPANSI□N J□INT \.IITH
\;'ATERTIGHT CHEMICAL
/RESISTANT SEAL
___ .
. . .,_ ,., ---,-,-:-:-
SAND PIPE BED
4' MINIMUM
2' SCH. 80 PVC DRAIN LINE
FROM EYE \.IASH/SHO\.IER
GRAVEL BASE COURSE
12' MINil-1UM THICKNESS
1'-6
• 0
I
-st -
0::,:
10 ~z
'',• .' i ;, •_: ,[.'·' • '
• 0
I
0
(')
1
1
COMPACTED
SUBGRADE
VALL COLUMN BEYOND
/PEMB VALL
4'
4'x4' CURB REINF VITH
1#4 CONTINUOUS
2' 114 DOVEL @ 24' O.C.
#4
2
• • •• • 8' <;J • • •
4
2'
@ 12' O.C, EACH VAY
LAYERS •
OUTSIDE VALL SECTION
SCALE: 1" ~ 1 '-0"
6' DIA. SCH, 40 STD STEEL
PIPE GUARD POST, FILL \.IITH 1'
CONCRETE AND PROVIDE A
DOMED TOP SURFACE, PRIME
AND PAINT 'SAFETY YELLO\.I'
PER STANDARD PAINT
SPECIFICATION,
4'-6'
I'
GRADE--,-==li==,il===;c=c,~---!,
2'-0" DIA, CONCRETE BASE
3'-6' MIN. DEPTH BELO\,/
GRADE,
2'-0""
3'-W
6'
GUARD POST DETAIL
2 LAYERS OF 11'4 @ 12' □.C,
EACH \.IAY
3' DROP FROM EDGE
OF SLAB TD SUMP
SCALE: 1 /2 ~ = 1 '-f]'
4000 psi CAST-IN-PLACE
SLAB ON GRADE
3' DROP FROM EDGE
OF SLAB TO SUMP
6 MIL POLYETHYLENE
VAPOR BARRIER
NOTES:
J, THE FOUNDATIDN AND PREENGINEERED STRUCTURE IS DESIGNED IN
ACCORDANCE \JlTH THE NORTH CAROLINA BUILDING CODE 1994 EDITIDN,
2, DESIGN LOADS,
SUPERIMPOSED COLLATERAL LOAD, 5 PSF
ROOF LIVE LOAD , , , , , , , , 20 PSF
FLOOR LIVE LOAD , , , , 200 PSF <MIN)
BASIC \JIND SPEED 80 MPH
3, THE FOUNDATION DESIGN IS BASED ON THE ASSUMED ALLO\JABLE
SOIL BEARING PRESSURE OF 1500 PSF, ALL SUBGRATES SHALL BE
COMPACTED TO 95' OF MAXIMUM DRY DENSITY PER ASTM 1557,
4, UNLESS NOTED □THER\JISE, ALL CONCRETE TO BE NORMAL \,/EIGHT
\,/ITH TYPE 1 PORTLAND CEMENT AGGREGATES PER ASTM C-33, AND
A COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI.
5, CONCRETE PROTECTIDN FOR REINFORCEMENT SHALL CONFORM TO ACl3!8,
6, ALL CONCRETE REINFORCING SHALL BE OF DOMESTIC MANUFACTURE
AND SHALL CONFORM TO ASTM A-615, GRADE 60. ALL 'JELDED
'JIRE FABRIC C'J\JF) SHALL CONFORM TD ASTM A-185.
7. REINFORCING BARS MAY BE SPLICED □NL Y AS SHO\JN ON
DRA'J!NGS, EXCEPT THAT REINFORCING DESIGNATED AS
'CONTINUOUS' MAY BE LAPPED SPLICED 48 BAR DIAMETERS,
8, ALL SLEEVES, INSERTS, ANCHORS, DO'JELS, AND EMBEDDED ITEMS
REQUIRED FOR ADJOINING 'JORK SHALL BE VERIFIED BY CONTRACTOR
AND SHALL BE IN PLACE PR!DR TD PLACING CONCRETE.
9. PRE-ENGINEERED METAL BUILDING <P.E.M.B.),
A, NOMINAL EAVE HEIGHT SHALL BE 14'-0',
B. ALL METAL ROOF PANELS, 'JALL PANELS, TRIM, AND FLASHING
SHALL BE F ACTDRY FINISHED,
C. ALL STRUCTURAL MEMBERS SHALL BE PRIMED COATED AND
TOUCHED UP AFTER F ABRICATI□N.
D, P,E,M.B. ERECTOR SHALL COORDINATE THE LOCAT!□N OF
SKYL!GHTS AND CEIL!NG MOUNTED L!GHT FIXTURES AND
\./ALL MOUNTED \./INDD\./S, DOORS, AND FANS.
E. ALL DOORS SHALL BE FACTORY PRIMED AND PAINTED AFTER
INSTALLATION.
10. PRECAST CONCRETE SUMP TD BE PLACED PRIOR TD POURING OF
SLAB AND FINISHED \/ITH EXPANSION JOINT 'JITH A 'JATERTIGHT
CHEMICAL RESISTANT SEAL AT INTERFACE \/ITH SLAB.
11. EMERGENCY SHOVER DRAIN LINE TD BE PLACED IN TRENCH 'w'ITH
SAND PIPE BED PR!DR TO POURING OF SLAB.
12, GRAVEL BASE COURSE TD BE PLACED ON SUBGRADE \JITH A MINIMUM
THICKNESS OF 12", IF THICKNESS EXCEEDS 12~ IN ANY AREA,. THE
BASE COURSE \JILL BE PLACED IN MAXIMUM 12 .. LIFTS. EACH LIFT
SHALL BE COMPACTED BY PROOF-ROLLING.
GRAVEL BASE COURSE
12' MINIMUM
SUMP DETAIL
PRECAST CONCRETE SUMP CRUSHED STONE BED
12' MINIMUM
BUILDING FOUNDATION SECTION
SCALE: 1/4" "" 1'-o"
P~PARED F'DR:
a ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
CONFIDENTIAL
This drawing and information thereon is
confidential and must not be made public
or copied unless duly authorized, and is
subject to return on demand, All rights
of invention and design are reserved.
SCALE
AS NOTED
CONFIDENTIAL -AU. ,U(iHTS RESERVED-PRDPERTY OF
Radian Engineering Inc.
D[SIGIED BY
IDS
llRAIIN BY
TSH
CHECKED BY
JES
APPR□V£D IIY
This drawing has
been prepared under
my direct control and
personal supervision.
DATt DRA'wlNG TITl.E
09JUN95 Structural Foundation DAT£
09JUN95 Plans and Details
DAT[ CAD DRAWING flU'.,
1 OJUL95 CDNTRAC1 1'1J. DRA\olNG NO.
DATt
1:t1::v.
,i L ____________________________________________________________________________________________________________ ...J.. ________________________ _,_ _____ -'1£'™"'=="""'-=c."cc""-=mcc,cc'c;"D="'=""'"'-------L-------'-------'-------------'---------'--_J 705-015-01-02 S-1 0 BPG 12SEP95
•
DISCONTINUE CURBS
AT RAMPS
FINISH GRADE
z S1
y
SEE PLAN
•
•
I·
•
•
SEE PLAN FOR 'wIDTH
AND LENGTH
P.E.M.B. COLUMN
•
•
5/8' DIA. A307 ANCHOR BOLTS 1.'ITH
12' EMBEDMENT, 3' THREADED EXTENSJDN
AND 3' HOOKS. REFER TD P.E.M.B.
ERECTIDN DRAl.'INGS FDR LOCATJDNS.
•
-I
• •
-----#4 @ s· o.c. EACH l.'AY
AT BOTTOM OF THICKENED
SLAB
SECTION AT COLUMNS
SCALE: 1'' = 1 '-0"
FINISH GRADE
10' X 12' RAMP
6' SLAB ON GRADE REINF
\./ITH #4 @" 12• □.C. EACH
\JAY 21 FROM TOP OF SLAB
1/2 • STEP
•
1/ 2 ' EXP JDINT
MATERIAL
.,,.
1/2' STEP AT DOOR
3'-6' X 3'-6' X 4• THICK
CONCRETE LANDING AT
EACH DOOR REINfORCED l.'ITH #4@24' O.C.
OVERHEAD DOOR BY PEMB SUPPLIER
F
SlS
•
•
•
•
l'-0' • I
DOOR PROVIDED BY
PEMB SUPPLIER
4' HIGH CURB
SLOPE
• • •
SECTION AT DOOR
TO DRAIN
• •
SCALE: 1" = 1 '-0"
• • •
NOTE,
L THE RAMP SH□VN IS TYPICAL OF T\./0.
•
t.
□NE RAMP PROVIDED AT EACH OVERHEAD DOOR. 4' CONTINUOUS CURB BEYOND
INTERIOR RAMP, MAX 12½ GRADE
• • • •... •. ,I>
'
2'
G SECTION AT RAMP
SlS SCALE: 1" = 1 '-0"
PREPARED F"DI!:
a ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
' --;--r--r:--:;,:-~-•· •' . ·'
i
CONFIDENTIAL
This drawing and information thereon is
confidential and must not be made public
or copied unless duly authorized and is
subject lo return on demand. All rights
of invention and design are reserved.
SCALE
AS NOTED
CDN'IDENTIAL-ALL !UGHS RE:S'ERVED-PRDP~TY DF
Radian Engineering Inc.
liESf.N!Cll lRWlilI Pta<. lllml um..Dlll moo
DESIGNED BY
IDS
DRA\JN 1Y
TSH
CHE:O:tD BY
JES
APPROVED IIY
BPG
This drawing has
been prepared under
my direct control and
personal supervision.
DATE DRA,.,.lNfi TITL£
09JUN95
Structural Details
09JUN95
DAT£ tAD MA'wtNG F'n.t,
1 0JUL95 CDNTRACT NCI. DRA'wJNG NO.
12SEP95 705-015-01-02 S-2
RtV.
0
r
A
B
C
D
12' OVERHEAD DOOR
' "
ROOM STATUS
CONTROL PANEL
MAIN r ---=--=--=--=--=--=--=--========-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=======~c_::_::_::_::_;::f__::c~~~_8!~~_::i~2'~i::-=-=-=----J-PERSONNEL r 12' OVERHEAD DOOR DOOR
81-6"
5'
PACKAGED
/ 2-PHASE SKID
'----' O'·---
0
FLOOR DRAIN --£, TO SUMP
/ -I/,,-"-'
fl ■\\ I I I I
\ \ I I
\, //
"-' -✓ / ' -/
, __
SEQUESTERING
AGENT
CAUSTIC
a"MIN.
7
5'
3'
i 3'
L,--,
EYE WASH/
SHOWER
0 7 6'-2"
BAG FILTER
HOUSINGS ~TRANSF.~E-R -•-4"
NEUTRALIZATION/
SURGE TANK EMERGENCY~±'°'s:~===================~====[ __ l~=~==Er~~~::::J:===============----1.___ EXIT ~ 4' PUMP 4'
LOUVER
4
PLAN VIEW
COMBUSTIBLE GAS (LEL)
MEASURING SYSTEM
0 2
SCALE IN FEET
4
FIRE EXTINGUISHER
; l" WATER LINE FROM
ADJACENT DRUM SHED
CONTROL
PANEL
DATA COLLECTION
CABINET
C
3.. DIA SCH. 80 PVC
FEMALE SLIP JOINT c 11::-·-_s"-t----I
CONTROL PANEL
CLEANOUT PORTS---._,
INSPECTION PORT
SIGHT TUBE~
:t' DIA. SCH. 80 PVC
FEMALE SLIP JOINT
DISCHAGE PUMP
DRAIN VALVE"'
1------
ION SCHEDULE AIR STRIPPER CONNECT
PORT DESCRIPTION SIZE
WATER INLET PORT 3 o• FEMALE NPT
FULL COUPLING
AIR INLET PORT 6 O" SLIP FIT RING
FOR RUBBER COUPLING
AIR EXHAUST PORT 1 O ()" SLIP FIT RING
FOR RUBBER COUPLING
WATER OUTLET PORT z 5" FEMALE NPT
FULL COUPLING FOR SUMP DISCHARGE
LOW AIR
PRESSURE SWITCH
AIR PRESSURE
GAUGE
AERATION TRAY
BLOWE
SUMP
AERATION TRAY
74"'--------
FRONT VIEW
IRONMENTAL PRODUCTS TYPICAL NORTHEAST E~~RIPPER CONFIGURATION
MODEL 3651 AIR SCALE, NTS
B
J,
RIGHT SIDE
,.-. -
' I
=
0
=
0
=
0 =
0
=
89-1/2"
9" YP.
2'-8''
7'
PREPAR£D FDR
El
55 GALLON
CHEMICAL DRUM
_j
5"
18" O.C.
""
BOLT HOLE
I "'
_J(
'
II II
II II
II
II II
II
II II II
II
II II II
II
II II
II II II
II
II II II II II II
6
TO PROCESS
3'-9'
3'-0"
WALLACE & TIERNAN
MODEL 45-010
CHEMICAL METERING
PUMP
1/4"
II II
II II
II
II II II II II
II
II II II
II
II II
II II
II
II II II FOOT VALVE 11
WITH STRAINER~ ::
II II
6
CHE "ICAL METERING PUMP DETAILS
M SCALE; NTS
•
64"
AIR STRIPPER FOOT PRINT
CONFIDENTIAL • ation thereon is
This drawing and mfrrm t be made public
confidential and ~uf ~~thorized, and Is
or copied unless o~ ydemand. All rights
subject t? returdn design are reserved. of invention an
SCALE:
AS SHOWN
CO!IFJDtNTIAL-ALL RIGHTS l!:ESER:VED-PROPO.:TY Df
Radian Engineering Inc.
l[S£.\Rtll 1RLVG.! PM(, tD!TH tmII\ 27709
DESIGNED lsY
IDS
DRA'wN EY
TSH
0£0<:ED liY
JES
Af'f'~VED BY
BPG
1 / 4• ID TUBING
/_TO PROCESS
STEEL UNISTRUT
SUPPORT
This drawing has
been prepared under
my direct contr?I. and
personal superv1s1on.
DAT£ DRA'.t'ING. TITLE
09JUN95
DATE
09JUN95
Equipment
DAT< CAD DRA\IING FU.E:O
1 0JUL95 CONTRACT NO.
Layout
705-015-01-02 D,\IT
12SEP95
and Det ails
DRA"WING ND, RE:V,
M-1 0
NOTES:
1) McMASTER-CARR SUPPLY COMPANY HIGH
CAPACITY FILTER HOUSING-CAT.NO. 5168K346
2.) INSTALL FILTER HOUSING WITH FILTER
BAG BASKET AND 25 MICRON BAG.
3) A CLE/I.RANCE DISTIINCE EQUAL TO
BASKET DEPTH MUST BE AVAILABLE
ABOVE HOUSING FOR BASKET TO BE
REMOVED FROM ADJUSTABLE LEGS.
1 / 4" NPT PORT
FOR PRESSURE GAUGE
COVER
4.8"
2" FNPT OUTLET ~
1 •-0"
9-1/2''
0
0
6.1''
35.3°'
41.4"
1 20" ------/
_j_ /
FOOTPRINT
9 1/2" DIA.
BOLT CIRCLE
. l
HIGH CAPACITY BAG FILTER (TYPICAL OF 2)
A
M2
" 4
SKID CHANNEL
" 4 4
FILL WITH
NON-SHRINK GROUT
4 4
•
8" CONCRETE SLAB FLOOR
SKID MOUNT DETAIL
USE THREADED RODS TO
LEVEL THE SKID ON SLAB~
DRILL AND GROUT ~
INTO FLOOR SLAB
•. • 4 4
" •
" • • .. • .. •
• " •. 4 4 4"1
TANK/FILTER LEG
3 / 4' DIA. A307 THREADED
RODS W/ NUTS AND WASHERS
~ (1/2" DIA. FOR FILTERS) .. I • • • 4 • 7' " 8" • 4
4 4 • 4
•
TANK/FILTER MOUNTING DETAIL
DRILL AND GROUT
INTO FLOOR SLAB
•
4
" • 4 • •
4 "
USE THREADED RODS TO
• 4 • ·" •
4
•
4 4'1
LEVEL THE SKID ON SLAB~
USE THREADED RODS TO
LEVEL THE SKID ON SLAB
3/ 4"' DIA. A307 THREADED
~ RODS W/ NUTS AND WASHERS
•
4 4
I
•
. " 7'
• " .. ... .. •.
• ..
SKID MOUNT DETAIL
SCALE: NTS
PUMP MOUNTING BASE
DRILL AND GROUT ~
INTO FLOOR SLAB
• • 4 4
d. • ·" • 4 . . ..
• 4· • 4 4· 44
1 / 4" DIA. A307 THREADED
1/RODS W/ NUTS AND WASHERS
1 1 •
" •
.. 4 • 7' I!' 4
4 4 ..
•
PUMP BASE MOUNTING DETAIL
1 s··
r-s
L ,I
I t-3"--j
3 HP CENTRIFUGAL PUMP
GRAINGER NO. 2P392
t• FNPT
GRAINGER PUMP
MOUNTING BASE
NO. 1 P675
~=t=c3' ~
1
4 7/a" 1
11 1/2" FNPT
1-------20 1/2" -------;
>---------2~---------1 I
1-------17'------~
1-----18" ---1
a
NEUTRALIZATION/SURGE TANK TO AIR STRIPPER TRANSFER PUMP
1" PVC DISCHARGE LI NE
TO TREIITMENT SYSTEM
1'' FLEXIBLE WIRE REINFORCED
PVC DISCHARGE LI NE
1" PVC ELECTRICAL
CONDUIT TO CONTROL PANEL
..
2•-0" PIPE SUPPORT
ELECTRICAL CONDUIT
TO ELECTRICAL PAN EL
WATERTIGHT
JUNCTION BOX
1" SUMP PUMP
CHECK VALVE
..
~ LIFTING CABLE
PUMP POWER
1 '-0"
1/4' STIIINLESS STEEL
TUBE WITH ELBOW FOR
LEVEL SWITCH CONNECTION
..
4
..
" •• 4 •.•
FLOAT SWITCH
GRAINGER NO. 3L611
ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
SUMP PUMP DETAIL -NTS
CONFIDENTIAL
This drawing and information thereon is
confidential and must not be made public
or copied unless duly authorized, and is
subject to return on demand. All rights
of Invention and design are reserved.
SCALE
NOT TO SCALE
CDNrtDENTlAL-ALL li'l!JHTS RESERVED-PRDPERTY IF
SUPPLY •
SUMP PUMP
GRAINGER 4
NO, 2P 355c
..
·•·
DESIGl'ff:D BY
IDS
DRAVN BY
TSH
CHE:CKE:D 1IY
..
" • ..
•
"
This d rowing has
been prepared under
my direct control and
personal supervision.
OATE DRAIIING TITLE'.
09JUN95
DATE
09JUN95
""" l:AD IIRAl,'ING r!LE,
Equipment
Radian Engineering Inc. JES 1 OJUL95 CllNTRACT ND,
Af'PRDI/ED IIY """ 705-015-01-02 BPG 12SEP95
Details
DRAVJNG HD, REV,
M-2 0
rl ' ~ / ,_ ,_
lil "' " /
2-PHASE
EXTRACTION
WELL
(TYPICAL OF 7)
CONVENTIONAL
PUMPING
RECOVERY WELL
(TYPICAL OF 3)
!.L
PACKAGED 2-PHASE EXTRACTION SYSTEM ,----------------------------------------------------7
I
I
I
I
75 HP VACUUM
PUMP
SITE
GLASS
VAPOR
OIL/VAPOR
SEPARATOR
OIL
CIRCULATING
PUMP
AIR COOLED
AFTER COOLER
T
WATER/VAPOR
HEAT EXCHANGER T
LS LO
CONDENSATE
FLOAT/VACUUM
CONDENSATE
COLLECTION
TANK
COOLING WATER
CIRCULATING
PUMP
SITE
GLASS
OIL
FILTER
OIL/VAPOR
HEAT EXCHANGER
AIR COOLED
HEAT EXCHANGER
I
I
I
I
I
I
I
I
r----------------------
*
I
I
_J
L-------7
0-@-
UTILITY VAULT
(TYPICAL OF 2)
I
I
I
I
I
I
I SITE I GLASS
I
I
I
I
I
I
INLET
SEPARATOR
w/v
-7
I
I
SILENCER
_J.. ____ 7
I le
TRANSFER S I PUMP L ___________________ J
METERING
PUMP
SEQUESTERING
AGENT
METERING
PUMP
IN-LINEJ
STATIC
CAUSTIC
MIXER SITE
SEDIMENT
BAG FILTER
SEDIMENT
BAG FILTER
LS HI
FLOOR SUMP
GLASS
VENT TO
ATMOSPHERE
NEUTRALIZATION/
SURGE TANK
BUILDING INTERIOR
COMBUSTIBLE GAS
DETECTOR
a
*
OPTIONAL (TO BE INSTALLED BY OTHERS) r-----------------------, VENT TO
ATMOSPHERE
VAPOR PHASE CARBON ADSORBERS
s s s s
KEY
l>kl BUTTERFLY VALVE
IXJ GLOBE VALVE
IBl BALL VALVE
1,/1 CHECK VALVE L _______________________ J
0 FLOW TOTALIZER
e e,-e
I
I
I
I
I
jvF~-21 @
I
I
I
I
I
I
TRANSFER
PUMP
INTERLOCKS:
0 ALL INDICATED ALARM CONDITIONS SHALL
CAUSE SYSTEM TO BE IMMEDIATELY
DEENERGIZED.
* INDICATES DATA
COLLECTION SYSTEM
PACKAGED AIR STRIPPER SYSTEM
0 VAPOR FLOW COMPUTER
ffi TEMPERATURE CONTROL VALVE
-#-FLANGED CONNECTION
0 PRESSURE INDICATOR
0 TEMPERATURE INDICATOR
@ FLOW ELEMENT
I s
8
SAMPLE PORT
INDICATES PANEL MOUNTED DISPLAY
ELECTRICAL LINES
INTERLOCK
INTERFACE WITH PERFORMANCE
DATA COLLECTION SYSTEM
r-----------;N;;.0----------7
ATMOSPHERE
I
I
I
I
s
SITE
GLASS
LOW PROFILE
AIR STRIPPER
LS LA
HIHI HI
LS LO
-7
I
_1__7
i:=::::::::..., I
'----'------~---------I e
\.--+--""--+-< DIF }--'----------H p H,-*-'-l HI P
L __________ _
SILENCER
I
I
TRANSFER
PUMP
L---------~~~-----------J
CONFIDENTIAL
This drawing ond informotion thereon is
confidential and must not be made public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention and design are reserved.
SCALE
NOT TO SCALE
DCSIGNtD JY
IDS
This drowing has
been prepared under
my direct control and
personal supervision.
DATE DRAVINCi TITLE
02JUN95
DISCHARGE
TO POTW
ABBOTT CDNf"IDENTioliL-ALL RluHTS RES~ED-PROPERT'l' OF
Radian Engineering Inc.
IIR:ill\lN JY DATE Process and
TSH 02JUN95 Instrumentation Diagram
CHtCKCD BY DATt ABBOTT LABORATORIES, LAURINBURG, NC C,,D DRA'o/INCi FILE,
JES 1 0JUL95 CCINTRIIICT liCI. DRA\o'ING NO. REV,
APPROVED liY DATE 705-015-01-02 P-1 0
"L-------------------------------------------------------------------------------------------'-----------------------'------'"="""=TIIWlil=:..:""'="""'=""""'=:.::'""=------c_ ____ j__ ____ .._ ________ __L _____ __J~___J
BPG 12SEP95
FIRE
PUMP
HOUSE
GRAVEL
PAD
RW-4 O ,.,.,'f"'!
i ! i I
i ~
I ~
u~ ! >■ I
Q., i i
~~ i
2P-1
'.I . -l
INSET AREA 1
ASPHALT PLANT ROAD
LOADING
DOCK
ASPHALT PLANT ROAD
MAIN PLANT BUILDING
2P-2 i ~ 1.5" PVC 2" PVC I l1111•••1•1•t•1•1•1•1••-••1•1•••1••·••1••·•·1••-·-•-1•••1•1•1•1•1•1 1•1•1•1•1•1•1•1••-••1•1•1•1•1 .. 1•••1•1•1•1•1•1•1•••1•1•1•1•1•1•1•1•1•1•1•1•1•1•1•1•1•1•1•1•1•1•1•1
i 4" PVC
I
i
I
i ----------------------------------------■------------------------I
CONCRETE DITCH
I
I
I
i --------------------------------r------
-------------------I ------oi
~~
I
2P-4 2P-3 '4-~ ZP-S ~ O·· ··················· .... t~.!.~S. .•...•.•.•.•.•...•.•...•.•. 0······~=·!1.S ·······+·····?: .. ~~s ... o~
• CLEANOUT
ASPHALT PLANT ROAD ASPHALT PLANT ROAD
2" PVC 10 0 5 10
SCALE IN FEET
INSET AREA 1
SCAI..£: AS SHOWN
TREATMENT
BUILDING
EXISTING DRUM
STORAGE BUILDING
'--~----''''----------~ I ----------------------------
-----------
6' x 6' x 6' Precast
Concrete Conduit/Pipe
Vault
2" PVC
RW-5
1.5" PVC
2P-7
LOADING
DOCK
RW-6
□
LOADING
DOCK
§: ,·,-yy-y·,,...,,,..-,,...,,~r.
j-~',.AA.J...AV-.)
~C]/
NEW 8'. SEWER
TO MH-3A LINE~
P~PAREJl F'OR
□
i a::
1-z ::i
(L
~ :r:
(L
¼!
TRUCK
PARKING
LOADING
DOCK
WAREHOUSE
--------------------------------
==~)) '----,~-----------G
I \
I \
11
C
0
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 ~~I I
I I
I I
I I
I I
f----,1 I
I I
I I
f--r--rl I
I I
X J I
-::-, \ 0
I I
I I
I I
\ \
~ \ □
I I
I \
I I
I I
I I
I I
I I
I
D
PLANT ROAD 0
0 0
3" SCH. 80 PVC
/ Effluent Discharge Line
40
1 ?
NOTES:
1 )
2)
3)
@)
□ g------
>---(
-+-
CV' '<>
-""" ,:_~•
,J',YYT>.
0
■
LEGEND
MANHOLE
LIGHT
EXISTING CONCRETE
DRAINAGE DITCH WITH RIP RAP
CULVERT
FENCE
TREE
SHRUB
WOODS
PROPOSED EXTRACTION WELL
CLEANOUT
TREATMENT BUILDINGS, STRUCTURES,
AND DISCHARGE LINE
2-PHASE EXTRACTION WELLS
AND HEADERS
CONVENTIONAL PUMPING WELLS
AND HEADERS
VACUUM PIPING AND PUMP DISCHARGE LINES ARE BE SCHEDULE 80 PVC,
NORMAL IMPACT, WITH SOLVENT WELD JOINTS. ALL JOINTS ANO JOINT
CEMENT CONFORM TO ASTM 02672 AND ASTM 2564, RESPECTIVELY,
AS WELL AS MANUFACTURER'S PRINTED INSTRUCTIONS UNLESS
OTHERWISE SPECIFIED.
TREATED WATER DISCHARGE LINE SHALL IS SCHEDULE 80 HIGH DENSITY
POLYETHYLENE (HOPE), WITH HEAT-FUSION WELDS. ALL FUSION WELDS
WERE PERFORMED WITH HEAT-FUSION EQUIPMENT ACCORDING TO
MANUFACTURER'S PRINTED INSTRUCTIONS UNLESS OTHERWISE SPECIFIED.
ALL YARD PIPNG SYSTEMS WERE PRESSURE TESTED FOR FINAL
ACCEPTANCE. PIPING WAS HYDROSTATICALLY PRESSURE TESTED AT
30 PSI MINIMUM FOR 4 HOURS.
0 20 40
SCALE IN FEET
CONFIDENTIAL This drawing hos
been prepared under
my direct control and
personal supervision.
This drawing and information thereon Is
confidential and must not be mode public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention and design are reserved.
SCALE.
AS SHOWN DtsIGNCD BV DATE DRAVING TlTU:
IDS 05JUN95
a ABBOTT C□~OENTIAL-ALL RIGHTS RtSERVED-f>ROPERTr Of DRAVN iV DAT',; Yard Piping Plan TSH 05JUN95
Radian Engineering Inc. CHECKED BY Dm ABBOTT LABORATORIES. LAURINBURG. NC CAD Dl<A1,,rNG rILE:• JES 1 OJUL95 CDMTRACT NO. DRA...,.lNG ND.
APPROVED IY DAT£ 705-015-01-02 BPG 12SEP95 P-2
l:rsrm::tt UIAllll !'Mr. IIRTI! CAllDt\ l71l1J
RE:V,
0
7 ~
i'." ~
f:! "'
2'' PVC CROSS CONNECTING
TO 2" PVC TO 2P-1
2" PVC VACUUM LINE
(SEE NOTE 1)
NATIVE SOIL BACKFILL
2" PVC CLEANOUT 4"X3" PVC BUSHING
VACUUM LINE PROFILE
SCALE: 1~ = 10"-0"
BUSHING CONNECTING 2" PVC VACUUM HEADER
. '
FINISHED GRADE
/
FINISHED GRADE
4• PVC TEE WITH 4'' X2"
TO 2P-2 .___._,.~---~------, L 2P-1 WELL VAULT
..._ ~~~~~
4" PVC CROSS CONNECTING
TO 2-3, 2P-4 AND 2P-5
~:'7;''S,=E5~::=:0· <~<~~~ NATIVE SOIL BACKFILL
CONCRETE LINED \ CHANNEL SAND PIPE BED
4'' PVC VACUUM HEADER
COMPACTED SUBGRADE
UNDERPASS DETAIL
NATIVE SOIL BACKFILL
2P-4 WELL VAULT~
<~~~~
2" PVC VACUUM LINE
NOTE:
2P-7 TO BE CONVERTED
TO A CONVENTIONAL
PUMPING WELL
WELL VAULT FINISHED / ---
VACUUM LINE PROFILE
SCALE: 1" = 1 O'-o"
3" PVC CROSS CONNECTING
TO 4'' VACUUM LINE
2P-3
FINISHED GRADE WELL VAULT~ ~---+------,,__----r--, //2P-5 WELL VAULT
~~~~ ----~~%~
\
3" PVC VACUUM LINE
SAND PIPE BED
COMPACTED SUBGRADE
VACUUM LINE PROFILE
SCALE: 1" = 10'-0"
1'' ELECTRICAL CONDUIT
GRADE 2" PVC VACUUM LINE
SAND PIPE BED
..._ 3'-0"
2" PVC VACUUM LINE
3"X2" PVC BUSHING
f' PVC PUMP
DISCHARGE LINE
---
NATIVE SOIL BACKFILL
3'' NATURAL GAS LINE
(APPROXIMATE DEPTH)
12" CRUSHED STONE
VAULT BED
3' o"
3' 9"
VAULT V-2
•
FINISHED GRADE
,.[
VACUUM AND DISCHARGE
LINES TRENCH SECTION
SCALE: 1" = 1 '-0~
ELEV. 271'
SUBGRADE
12" CRUSHED STOl'IE
VAULT BED
NATIVE SOIL BACKFILL EXISTING ASPHALT DRIVEWAY
TO BE CUT THROUGH
VACUUM AND DISCHARGE
LINES PROFILE
GRAVEL PAD
24" RCP STORM DRAll'IS
(APPROXIMATE DEPTH)
2P-6 WELL VAULT\ 2,. PVC VACUUM LINE /FINISHED GRADE
;<_"'v(¼<,.'<,<.~ .--::-:-.;:;;-------t-7------~z:zz;;'ZZ.Zzzzzi------~--------,----izzzzr-----,-----;OA~3~•-1~~-~o'n
,;::::./;::::.
7w,__"f, ~=='.'"::·-~o;"======~~~~~~::e~=============~========~~~~?,;!~;==,Js~·-gof":::q~==;,.=====~s~·-~rr;=ir=~-;;;-;:;~-~~~ <~«~~ ~«~~ - \ J c===-
\
SAND PIPE BED
8" FIRE WATER LINE
COMPACTED SUBGRADE (APPROXIMATE DEPTH)
VACUUM LINE PROFILE
SCALE: ,~ • 10'-0"
~~~~0 ·">: ;-">: J'>-'-/:
COMPACTED
SUBGRADE
CONCRETE THRUST BLOCK
NATIVE SOIL BACKFILL
METALLIC PIPE
LOCATll'IG TAPE
1" PVC ELECTRICAL
COl'IDUIT
1.5" PVC PUMP
DISCHARGE LINE
4'' PVC VACUUM LINE
SAND PIPE BED
3*-0"
3' 9"
NATIVE SOIL BACKFILL
4" PVC 45' ELBOW
SAND PIPE BED
FINISHED GRADE
,.[
VACUUM AND DISCHARGE
LINES TRENCH SECTION
SCALE: I" = 1'-o"
NATIVE SOIL BACKFILL
CONCRETE LINED CHANNEL
(CUT AND REPLACE)
BASE GRAVEL
1 '-0"! MIN.
4" PVC VACUUM HEADER
DRAINAGE DITCH
UNDERPASS DETAIL
SCA!.£: 1" = 3'-<i'
NATIVE SOIL BACKFILL
METALLIC PIPE
LOCATING TAPE
1" PVC ELECTRICAL
CONDUIT
1.5" PVC PUMP
DISCHARGE LINE
2:' PVC VACUUM LINE
SAND PIPE BED
3'-4-1 /2"
3" PVC VACUUM LIFT LINE
~ITH 4''X3'' BUSHINGS
(~~~~
4'' PVC 90' ELBOW
CONCRETE THRUST BLOCK
FINISHED GRADE
NATIVE SOIL BACKFILL
METALLIC PIPE
LOCATll'IG TAPE
2" PVC VACUUM LINE
SAND PIPE BED
VACUUM LINE TRENCH SECTION
SCALE: 1" = 1'-o"
NATIVE SOIL BACKFILL
Flt-llSHED GRADE
2•-0"
SAND PIPE BED
4'' IN,
METALLIC PIPE
LOCATING TAPE
3" SCH. 80 PVC
DISCHARGE LINE
VAULT V-1
VAULT V-2
ELEV. 271'
12'' CRUSHED STONE
VAULT BED
a
TO TREATMENT
BUILDING
DISCHARGE LINE TRENCH SECTION
SCALE: 1" = 1'-0"
NOTES:
ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
CONFIDENTIAL
This drawing and information thereon is
confidenfiai and rnust not be made public
or copied unless duly authorized, and is
subject to return on demand. All rights
of Invention and design are reserved.
SCAI.£
AS NOTED
CIJNf"IDENTlAL-ALL FUCiHTS RESEFVED-PRCFERTY □F
Radian Engineering Inc.
1) ALL PIPE TRENCHES SHALL BE EXCAVATED TO THE INDICATED
DEPTH. THE TRENCH FLOOR SHALL BE COMPACTED AS
REQUIRED USll'IG THE EXCAVATOR BUCKET.
2) ALL PIPING SHALL BE PLACED ON AND COVERED WITH A
GRANULAR SAND BEDDING MATERIAL AS SHOWN.
3) ALL VACUUM Lli'IES AND HEADERS SHALL BE PLACED WITH
A MINIMUM, CONSISTANT SLOPE OF 0.5%.
4) ALL PIPE TRENCHES SHALL BE BACKFILLED WITH MAXIMUM
12'' LIFTS AND COMPACTED.
5) CONTINUOUS METAL PIPE LOCATING TAPE SHALL BE PLACED
IN ALL PIPE TRENCHES 1' ABOVE THE TOP OF THE
UPPERMOST PIPE.
DrsIGr£n BY
IDS
DRAVN BY
TSH
Cl-£CKO:ll llY
JES
APf'ROVED 11'1'
This drawing has
been prepared under
my direct control end
personal supervision.
DATE DRAV[NG TITL£
09JUN95
DATE Yard
09JUN95 ,.,,
CAD DRA'w'INu F"ILE,
1 OJUL95 CONTRACT N□
DATE
Piping Details
DRAVING NO. Rl,;V,
.sL __________________________________________________________________________________________ _,_ ___________________ _J _____ ...:•:::==IRWlli='-'•"'"""'"""=-=:.c"c:"''------__[___-___ _j_ ____ ____,_ _________ .1..__ _____ __[___ _ ___J
705-015-01-02 P-3 BPG 12SEP95 0
' -, --i ; :, • < 't : ,' I , I ,
' I j ,) } : .':-1: •,)i ~·I f: .L{ /.,\,; •·· '
7'
·• ·• • • 4 • • • • . . . .
• SCH. 80 PVC WYE •
WITH THREADED
CLEANOUT (TYPICAL OF 4)
2" SCH. 80 PVC
ELECTRICAL CONDUIT
(ELECTRICAL CONDUIT
BRANCHES TO 1" LINES
TO WELLS RW-5 AND
RW-6)
• •
t' SCH. 80 PVC
VACUUM LINE
• ... . 4 .. • • ....
'
□
24" MANWAY
• •
•
•
• • •
• •
•
' •
WATERTIGHT ELECTRICAL
JUNCTION BOX EQUIPPED
WITH REED-STYLE HIGH
LIOU ID LEVEL SWITCH
NON-SHRINK
GROUT SEAL
6'
SCH. 80 PVC WYE
WITH THREADED
CLEAN OUT (TYPICAL OF 3)
3" SCH. 80 PVC
VACUUM LINE
2" SCH. 80 PVC
ELECTRICAL CONDUIT
2" SCH. 80 PVC PIPE SUPPORT 2" SCH. 80 PVC
PUMP DISCHARGE LINE PUMP DISCHARGE
NATIVE
NON-SHRINK
GROUT SEAL
2" PVC PUMP
DISCHARGE LINE
t' SCH. 80 PVC PIPE
LINE • • •
· ..
•
..
•
• •
• •
• •
• •
•
•
• • •
• •
•
r
4 • • • • • ...· ... ••
METAL LADDER
RUNGS CAST
INTO WALL
-, . .. •
. " .... .. '
..
• ' .
• • •
• 4
RECAST CONCRETE
WATERTIGHT VAULT
VAULT V-2 DETAIL PLAN VIEW
SCALE: NTS
,----------6' ----------1
• • • • • ·•
VAULT HIGH
LEVEL SWITCH
5' SCH. 80 PVC VACUUM
3" SCH. 80 PVC TEE
WITH THREADED PLUG
3" SCH. 80 PVC WYE
2" X 3" BUSHING
"U" BOLT
PIPE HANGER
•
• • JI,
LINE
•
• •
•
..
•
•
.. ..
~~,:}' «~{;:~ »~»-~ ,:; «"«'-0'.V '>$7~7'-.'-«· /
NON-SHRINK
GROUT SEAL
6'
PIPE SUPPORT
PRECAST CONCRETE
WATERTIGHT VAULT
SLOPE TO
DRAINAGE DITCH
:% >% >% ~~~ //½: « "<-0~J
6'
ELEV. 271 '--l,;:,.oi,1'""-'"t-~.L-----~~---:---:c-'..,_-=-----.,-----,----_,:.;•--'--1:,.;:;,~,o..;~-__:c,...,, ___ _L_
OOOOOO "· .::! 4 "!' ·". ·,i ., " "· -, . 4 • d OOOOO
000000 .. . . . _.d ·'!_ ".-.. :., .. ". 00000
0 0 0 0 0 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 o 0 TEEL CASING BORED UNDER o o o 0 o 0 o 0 o 0 o o o 0 o o o o o o o o o o o o o o o o o o o o o o o o o 0 o o o o o o o o o o o o o o ROADWAY AND CONCRETE DITCH o O O O O O O O O O O O O O O O O O O O O O O O O O 0 0000000000000000000000000000000000000000000000000 000
000000000 0 0000000 0 0000000000000000000000000000 00
VAULT V-2 DETAIL PROFILE
SCALE: NTS
12" MINIMUM CRUSHED
STONE VAULT BED
I ''
1------------7' -----------~
..
" .. . "
1-1 /2" PVC PUMP
DISCHARGE LINE
• . .
• a-•~---·~-·~•-·_· ~----1
•
'
• •
..
•
·•
. .. .....
4· 4
•
• ...
. .
'
• ••
•
• • . ... • .. • . . •
24' MANWAY
METAL LADDER
RUNGS CAST
INTO WALL
VAULT V-1 DETAIL PLAN VIEW
SCALE: NTS
• .. , . ,. •.. :
•
•
. .
•
p
3" SCH. 80 PVC TEE
1-1/2" x 5' BUSHING
"U" BOLT , .
NON-SHRINK
GROUT SEAL □
D
PIPE HANGER
"U" BOLT
, __________ 6' _________ __,
VAULT V-1 DETAIL PROFILE
SCALE: NTS
.• ~ ·, \ . ,1:::·,,1_.'
~:'.,)
•
•
WATERTIGHT ELECTRICAL
JUNCTION BOX EQUIPPED
WITI-I REED-STYLE HIGI-I
LIQUID LEVEL SWITCH
1" SCH. 80 PVC
ELECTRICAL CONDUIT
1" x 2" BUSHING
3" SCH. 80 PVC
ELECTRICAL CONDUIT
NON-SHRINK
GROUT SEAL
6'
4' SCH. 80 PVC PIPE
TO TREATMENT BLDG,
3" SCH. 80 P~
ELECTRICAL CONDUIT
3" SCH. 80 PVC PIPE
TO TREATMENT BLDG.
2" x 3" BUSHING
4'' SCH. 80 PVC TEE
t' PVC PUMP
DISCHARGE LINE
I
4'
1'
2 1/4''
t' SCH. 80 PVC
THREADED ADAPTER
WITH PLUG
PLAN
4"
I
5"
2" SCI-I. 80 PVC PLUG
•
• • •
• • •
• • •
GROUT SEAL
PROFILE
1" PVC ELECTRICAL
CONDUIT
4''Xt'Xt' WATERTIGHT
ELECTRICAL JUNCTION BOX
1/4" 316 STAINLESS
STEEL TUBE/CONDUIT
1/4" 316 STAINLESS
STEEL COUPLING
1/,4''X1/8'' 316 STAINLESS
STEEL REDUCER
1'' DIAMETER POLYPROPYLENE
REED-STYLE FLOAT SWITCH
AND STEM
(McMASTER-CARR NO. 48075K73)
2" SCH. 80 PVC
THREADED ADAPTER
GALVANIZED STEEL
CLEANOUT COVER
t' SCH. 80 PVC PIPE
2" SCH. 80
PVC ELBOW
CLEANOUT DETAIL
SCALE: NTS
NOTES:
SCH. 80 PVC
BUSHING
AS REQUIRED
TYPICALLY 3'
1) CONDUIT/PIPE VAULTS ARE 6'X6'X6' PRECAST CONCRETE.
2) 12" STEEL CASING BORED FROM VAULT V-2 TO Y-1.
CASING INVERT IS 5' BELOW GRADE AT V-2 AND 6'
BELOW GRADE AT V-1.
3) EACH VAULT EQUIPPED WITH 24" MANWAY, COVER,
AND LADDER.
4) INTERIOR AND EXTERIOR SURFACES OF ALL VAULTS TREATED
WITH WATER PROOF COATING Al>lD ALL PENETRATIOl>lS ARE
SEALED WITH NON-SHRINK GROUT.
VAULT HIGl-l LEVEL SWITCH DETAIL
5) LAND SURFACE AROUND VAULT V-1 GRADED TO
FACILITATE DRAINAGE PAST THE VAULT TO THE DRAINAGE
DITCH •
;5" x 4'' OFFSET REDUCER
1 t' MINIMUM CRUSHED
STONE VAULT BED
PREPAREll HR
a ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
SCALE: NTS
CONFIDENTIAL
This drawing and information thereon is
confidential and must not be mode public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention ond design are reserved.
SCALE:
NOT TO SCALE
C □NflDE:NTIAL-IILL RIGHTS RtStRYEll-PROPtRTY □F"
Radian Engineering Inc.
REruiot Hllll.E Plff, NJml umJIIA 27111J
6) CLEANOUT CASING IS 20 GAUGE GALVANIZED STEEL WITH
WATERTIGHT COVER.
7)
8)
9)
D£SrGl€D BY
IDS
DRA\JN BY
TSH
Cl-1£:CKED fiY
JES
APPROVED BY
BPG
TOP OF CLEANOUT FINISHED 2" ABOVE GRADE.
MeMASTER-CARR SUPPLY COMPANY SLOTTED CHANNEL PIPE
SUPPORT STRUTS AND ACCESSORIES USED TO SUPPORT
PIPING IN VAULTS AS INDICATED.
This drawing has
been prepared under
my direct control and
personol supervision.
DATE: DRA\JING TITLE
06JUN95
DAit: Yard
06JUN95
'""" CAD a;?"-rJING FU,
1 OJUL95 CONTRACT HO,
Piping
DATE 705-015-01 -02 12SEP95
Details
DltAlo'lNG ND.
P-4
REV.
0
70'-80'
30··
15'-25'
2'
2'
GRAVEL VAULT BED
MOUNT TOP OF WELL
VAULT 6" ABOVE
SURROUNDING GRADE
GROUT SEAL
4" CASING
BENTONITE SEAL
SAND PACK
50'-60'
DEEP CONVENTIONAL PUMPING WELL
WELL CONSTRUCTION
2'
1 •
SCALE: NTS
GRAVEL VAULT BED
24"
_[ rr-~VA',,x--/, 1/h 1//
BENTONITE SEAL
4" CASING
SAND PACK
10'-15'
SHALLOW 2-PHASE WELL
WELL CONSTRUCTION
SCALE: NTS
KENT C-700 POSITIVE
DISPLACEMENT FLOW METER
•· .......
36"
. . •
•
•
1" PVC TEE
.:I .. ..,· •
LIQUID FILLED PRESSURE
GAUGE 0-200 psi
•
•
DEEP
• 4.
CONVENTIONAL PUMPING
WELL CONSTRUCTION
SCALE: NTS
2" MIN. j
WELL
•
6" TYP.
1" SWING CHECK VALVE
TO TREATMENT
BUILDING
I
I
I I ----z..___r__
: I
r..L.l,
I I
I I
I I
I I
I I
I
I
I
I
I
I
I
I
I
I
I
I
I L __ _J
DEEP CONVENTIONAL PUMPING WELL
WELL CONSTRUCTION
SCALE: NTS
•
•
•
- -----.
TO POWER SUPPLY
. .., .... . ·"' . . ~ _ .. .., ·4 . " ....
. -4 .--·~-~----~--·-•----•--~A~.~·-•~~·•~· •
. .
• 4
PRECAST CONCRETE
WELL VAULT
f" BALL VALVE
1-1/4" CLEAR WIRE REINFORCED FLIEXIBLE PVC
TUBING WITH 1-1/4' MALE CAM-LOCK COUPLING
1" TO 1 / 4" BUSHING
AND 1 / 4" HOSE BARB
1" SWING CHECK VALVE
1 /2" GATE VALVE
PRECAST CONCRETE
WELL VAULT
1 / ,f' VENT
6" TYP.
LIQUID FILLED PRESSURE
GAUGE 0-200 psi
1'' TEE
WATER TIGHT ELECTRICAL JUNCTION BOX
PVC FLANGE WITH 1" FEMALE
NPT FULL COUPLING
NEOPRENE GASKET
t' TRUE UNION BALL VALVE
SEAL GAP BETWEEN DISCHARGE PIPE
AND VAULT BOTTOM WITH CHEMICAL
35·•
4,
..
• •
•
•
•
-,i .. -·"
•• •
SHALLOW 2-PHASE WELL
WELL CONSTRUCTION
SCALE: NTS
• •
' \
I
/
• • • • .
6" TYP.
• •
•
4
• •
• .
1-1 / 4' FEMALE CAM-LOCK COUPLING
1-1/4' BUTTERFLY VALVE
LIQUID FILLED VACUUM GAUGE (0-30 in Hg)
DRILLED AND TAPPED INTO WELL CASING
LIQUID FILLED VACUUM GAUGE (0-30 in Hg)
DRILLED AND TAPPED INTO WELL CASING
ff' TYP.
r' :::;.5" !-IP v11cwn Punf 1,-J
1/1-(YI-t'1 :; ,-r (3 tJ:/4
1-1 / 4" THREADED PLUG
1-1/4" SCH. 80 PVC TEE
FLANGE WITH 1-1/4'
FEMALE NPT FULL COUPLING
NEOPRENE GASKET
SUP ON FLANGE FOR
SOLVENT WELD CONNECTION
SLIP ON FLANGE FOR
SOLVENT WELD CONNECTION
1'' PUMP DISCHARGE
RESISTANT CAULK -----l_.,,
I
I
I
I
I
I
I
SEAL GAP BETWEEN WELL CASING
AND VAULT BOTTOM WITH CHEMICAL k=d----RESISTANT CAULK
'[ PIPE TO
TREATMENT BUILDING 2" CLEANOUT I
1 /2" SCH. 80 PVC AUXILIARY AIR INLET
ASSEMBLY DRILLED AND TAPPED INTO
WELL CASli-lG
I
I I
I I
GRUNDFOS REDI-FLO 4 5E_
ELECTRIC SUBMERSIBLE PUMP
SUSPENDED __ , ABOVE
BOTTOM OF WELL CASING
NOTES:
1) ALL SHALLOW 2-PHASE WELLS INSTALLIED USli-lG HOLLOW STEM
AUGER METHODS AND ALL DEEP CONVENTIONAL PUMPING WELLS
INSTALLED USING MUD ROTARY TECHNIQUES.
2) WELL SCREEN AND CASING INSTALLED THROUGH THE AUGER STEM.
3) SAND PACK, BENTONITE, AND GROUT PLACED FROM THE BOTTOM
UP.
4) TOP OF ALL WELL VAULTS FINISHED 3" ABOVE GRADE.
5) WELL VAULTS ARE PRECAST CONCRETE WITH WATERTIGHT,
LOCKING COVER.
6) ALL WELL SCREEN IS WIRE WRAPPED STAINLESS STEEL.
7) ALL WELL CASli-lGS SHALL ARE STAINLESS STEEL. WELL HEAD PIPES,
AND FITTINGS ARE SCHEDULE 80 PVC.
8) ALL VALVES ON SHALLOW 2-PHASE WELLS ARE SCH. 80 PVC.
9) ALL VALVES ON DEEP CONVENTIONAL PUMPING WELLS ARE BRONZE.
1 O) ALL CAM-LOCK COUPLINGS ARE ALUMINUM.
11 ) THE DEPTH OF WELL INSTALLATION DETERMINED BY THE RADIAN
FIELD GEOLOGIST. SHALLOW WELLS TERMINATED WITHIN THE
CLAY LENS PRESENT AT 15'-25' BLS. DEEP WELLS TERMINATED
WITHIN THE CLAY LEi-lS PRESENT AT 70'-80' BLS.
PREPAli:ED flll<:
1 /2" BALL VALVE ~
SHALLOW 2-PHASE WELL
WELL CONSTRUCTION
SCALE: NTS
CONFIDENTIAL
I I
I I
I I
I I
l__ ~
This drawing and information thereon is
confidential and must not be made public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention and design are reserved.
SCOCE
AS NOTED
DtSIGN[D B'I'
4' CASING
1-1 / 4" STRAW CUT AT
45· 1 ' ABOVE BOTTOM OF WELL
CASING
This drawing has
been prepared under
my direct control and
personal supervision.
DA<E DRAVING TITLE
IDS 06JUN95 Well Construction CElNrIDENTEAL.-ALL RltiHTS RESER'VED-PR□P£Rn OF DRA\1111 BY nm Details El ABBOTT TSH 06JUN95
Radian Engineering Inc. CHE:CKE:D BY DA<E ABBOTT LABORATORIES, LAURINBURG, NC Co'J) DAA'w'ING F"ILEi
JES 1 OJUL95 cc,m:tl'ICT ND. DRAll"ING till
APPROIIED '°y DA,E 705-015-01 -02 P-5 BPG 12SEP95 IES£Ntll TRJNlli PAW. IU!lH CN0.1111 ~
REV.
0
r
"' ' ~ / ~ ~ ~ < /
4" PVC 2-PHASE
EXHAUST DUCT
PACKAGED
2-PHASE SKID
------'-
16" PVC COMBINED 2-PHASE/
AIR STRIPPER EXHAUST
DUCT SUSPENDED FROM
ROOF BEAMS
SEQUESTERING
GARDEN
HOSE SPIGOT\
"'
AGENT CAUSTIC 0 1 6" PVC AIR STRIPPER
EXHAUST DUCT SUSPENDED
FROM ROOF BEAMS
2" PVC TANK
VENT LINE
NEUTRALIZATION/
SURGE TANK □
PACKAGED}
AIR STRIPPER
VAPOR/EXHAUST DUCTS PIPING PLAN VIEW
PIPE
RACK\
SCALE:: 1/4" = 1'-0"
SEQUESTERING
AGENT c5 ""'"'
IN-LINE STATIC MIXER
LIOUID/2-PHASE PROCESS PIPING PLAN VIEW
SCALE: 1/4" = 1'-o"
~ 4" AIR STRIPPER
AIR INLET
PACKAGED
AIR STRIPPER
0
"'
FLANGE CONNECTION
ADAPTED TO AIR STRIPPER
FEMALE SLIP JOINT
t' PVC RETURN COOLING
WATER FROM 2-PHASE SKID
3" FLANGE
1• WATER LINE FROM
ADJACENT DRUM SHED
NOTES:
3'' PVC INLET FROM
2-PHASE SKID AND WELLS
PIPE RACK
SWING CflECK VALVE
VALVE
'1' PVC COOLING WATER
TO 2-PHASE SKID 2" PVC TO AIR ~====::3--STRIPPER TRANSFER PUMP
3" PVC PIPE
'1' PVC UNION
2" PVC PIPE
2" ELBOW
3'' PVC
45· ELBOW
0
0
1" BALL VALVE
WITH PLUG
~ 2"X1'' BUSHING
NEUTRALIZATION/SURGE TANK PIPING DETAIL
CHEMICAL
INJECTION PORTS
t' PVC UNION
IN-LINE
STATIC MIXER
3" PVC PIPE
SCJILE: I" = 1'-o"
3" PVC UNION
3" BALL VALVE
3" PVC UNION
3" BALL VALVE
2"
0
0
2" XS' BUSHING
3" PVC
CROSS
0
0
3• BALL VALVE
2" PVC PIPE
BAG FILTER PIPING DETAIL
SCALE: NTS BAG FILTER PIPING DETAIL
1) All PIPE WORK NOT ASSOCIATED WITH THE "PACKAGED"
UNITS IS SCHEDULE 80 PVC. ALL VALVES IS BRONZE
UNLESS OTflERWISE INDICATED.
2) ALL HARD PIPING RUNS ABOVE GRADE ARE SUPPORTED
EVERY 4' USING McMASTER-CARR STRUT CHANNELS AND
ACCESSORIES.
3) ALL HARD PIPING RUNS ALONG FLOOR SLAB ARE
ANCHORED EVERY 4' USING 2-HOLE 304 STAINLESS STEEL
PIPE STRAPS.
4) 1/4'' FLEXIBLE TUBING FROM CflEMICAL METERING PUMPS
IS SUPPORTED ALONG THE NEUTRALIZATION/SURGE TANK
USING ADHESIVE-BACKED NYLON CLAMPS (McMASTER-CARR
PART NO. 2978T63) AND AT PIPE RACKS USING 2-flOLE
GALVANIZED PIPE STRAPS.
5) All HOT AIR FROM 2-PHASE HEAT EXCHANGERS VENTED
TflROUGH GALVANIZED DUCT.
6) ALL CONTAMINATED EXHAUST FROM THE 2-PHASE SKID,
NEUTRALIZATION/SURGE TANK, AND AIR STRIPPER VENTED
THROUGH SCHEDULE 40 PVC.
CONFIDENTIAL
This drawing and information thereon is
confidential and must not be made public
or copied unless duly authorized, and is
subiect to return on demand. All rights
of invention and design ore reserved.
PREPAAtD F"□R
AS NOTED
Co»flDENT!AL -ALL RrnHTS RCSERVED-PR□PERTV OF a ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC Radian Engineering Inc.
D£S1GNED BY
IDS
DRA\IN n
TSH
CHECKUI BY
JES
APF'F!DVED BY
SCALE: HTS
This drawing has
been prepared under
my direct control and
personal supervision.
DATE DRAV[NG TITLE
09JUN95
DUS
09JUN95
DATE CAD DRAWING nu:,
Process
1 OJUL95 C□NTR"'°CT Nil.
MTE 705-015-01-02
Piping
DR"A\llNG Na eEV.
P-6 0
A R£IDi£H T~ PNal. IDTH tM11M ~ '----------------------------------------------------------------------------------~-----------------~----~""-=~===----------'------'------'---------'-----------'--BPG 12SEP95
r;------------~ ..
~ ' ~ >-~ ~
/
1 / 4" ID TUBING FROM
CHEMICAL METERING PUMPS
DRILL AND TAP BORED
THROUGH (BT) SWAGELOK
MALE TUBING CONNECTOR,
SEAL WITH GLYPTAL PAINT
OR EQUIVALENT 3/8" ID PVC
3/4" j
FLOW DIRECTION
"S' PVC PIPE FROM FILTERS
TO IN-LINE STATIC MIXER
CHEMICAL INJECTION PORT DETAIL
2" SWING CHECK VALVE 2" BALL VALVE
2" PVC COOLING WATER
TO 2-PHASE SKID
3" PVC DISCHARGE LINE FROM
2-PHASE SKID AND PUMPING WELLS
NON-SHRINK GROUT
PIPE RACK DETAIL
SCALE: NTS
SCA.LE: NTS
2" PVC COOLING WATER
RETURN FROM 2-PHASE SKID
1" PVC SUMP PUMP
DISCHARGE LINE
UNISTRUT PIPE RACK
COMPONENTS
1 /2" THREADED ROD WITH
NUTS AND WASHERS FOR
LEVELll'IG
(SEE DETAIL A SHEET M-2)
OUTER WALL PANEL
GLASS FIBER INSULATED PIPES
WITH ALUMINUM JACKETS
NATIVE SOIL
BACKFILL
2" HDPE TUBING
TO MANHOLE
SAND PIPE BED
24" X 12" X 4"
CONCRETE PAD
'
COMPACTED
SUBGRADE
INNER WALL PANEL
INSULATION
1'-10 1/2"
2" SCH. 80 PVC PIPE
2" SCH. 80 ELBOW
CONCRETE THRUST BLOCK
2" PVC PIPE WITH COUPLING
CONNECTING TO HOSE BARB
WITH GALVANIZED STEEL PIPE CLAMP
PIPING DISCHARGE FROM BUILDING
NOTE:
DUCT SUPPORTS
@ 4' o.c.
16" PVC TEE
SCALE: NTS
/ ROOF PURLIN
EAM CLAMP
THREADED ROD
(3/4" -10) ~ HANGER ROD
EXTENSION
Z:' PVC DUCT FROM
SURGE/NEUTRALIZATION
TANK VENT
STEEL HANGER STRAP
(Z:' -14 GA)
SERIES OF BUSHINGS
FROM 1 f5' TO 2"
UNISTRUT PIPE RACK
COMPONENTS
J 16" PVC DUCT
TYPICAL PVC EXHAUST DUCT HANGER
SCALE: NTS
U-BOLT
z• PVC PIPE
18"
I
PIPE RACK DETAIL
SCALE: NT$
a
OUTER WALL PANEL
MECHANICAL SEAL
GLASS FIBER INSULATED PIPES
WITH ALUMINUM JACKETS
INSULATION
4"X3" REDUCER BUSHING
3" ELECTRICAL CONDUIT
TO CONTROL PANEL
4" VACUUM
LINE TO 2-PHASE
INNER WALL PANEL
24" X 1 z· X 4" 1'-10 1/2"
NATIVE SOIL
BACKFILL
3" VACUUM
LIFT LINE
1..r,...,:.U..--C-.0,NC;-R..,.E_T;-E:-,-PA_D_~---, _l
4
2'-0"
VAULT
V-1
4 □:....e::;=:;=:::;:==:::;:==:::;:==:::;::::;:_1=_ :;.:::rJ. .
'--.. ,A,
\_ SAND
COMPACTED
SUBGRADE
PROFILE
4
Z:' PUMP DISCHARGE LINE
4"X3'' REDUCER BUSHING
CONCRETE THRUST BLOCK
PIPE BED
INFLUENT PIPING FROM YARD TO BUILDING
4" PVC VACUUM HEADER
TO 2-PHASE SKID
3" PVC PUMP DISCHARGE LINE
TO TREATMENT SYSTEM
MECHANICAL
SEALS
SCALE: NTS
3'' ELECTRICAL CONDUIT
TO CONTROL PANEL
1 •-0"
j
INNER WALL PANEL
INSULATION
OUTER WALL PANEL
BUILDING SLAB
GLASS FIBER INSULATED PIPES
WITH ALUMINUM JACKETS
ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
CONCRETE PAD
,__ __ 2'-0" __ _,
PLAN VIEW
INFLUENT PIPING FROM YARD TO BUILDING
CONFIDENTIAL
This drawing and information thereon is
confidential ond must not be made public
or copied unless duly authorized, and is
subiecl lo return on demand. All rights
of invention and design are reserved.
SCALE
AS NOTED
C[]NtlDENTfAL -ALL Rll:iHTS RESEJIVEII-PRIJl>ERTY □F
Radian Engineering Inc.
IESIGNED !IV
IDS
Il<AIJN llY
TSH
CHECKED BY
JES
SCALE: NTS
This drawing has
been prepared under
my direct control and
personal supervision.
DATE DRA'w'ING TITLE
06JUN95
DATE Process 06JUN95
DATE CAD DRA'JtNG FILE!
1 OJUL95 C□NTRACf NO
Piping
APPR□VED IIY DATE 705-015-01 -02 BPG 12SEP95
Details
Jllo?AVING "-CJ. REV,
P-7 0
A l[SfWI TRJNG..r PNK !1R1H CAR1L1N1 2171:11 L_ _________________________________________________________________________________ c.._ _________________ _L_ ____ _---,e"'""_'=--====-------'-----_[_----L_-------_[_-----j_-..J
l ..
•. I
' ~ ~ ~ al
480V
3 PHASE
4 WIRE
SERVICE
0 PANEL " p"
,,,----, 70A 2P
,-_,20A 1 P t-S ~ 1 50A 3P
0 40A 3P
,-_, 15A 3P •
,-_, 15A 3P SPARE
300A r--,. 1 5A 3P
,-.,JOA 3P
,,,----, 2 0 A 1P
480VAC 3P4W
0 400A MLO
FROM CIRCUIT
#23, 24, DR 25
L2 Ll
HAND OFF AUTO
30 AMPERE
CONTACTOR ie--1e1--<
FRANKLIN NOTE 6
PUMPTEC+
~----IM2 Ml
G
REMOTE
CONTROL
L2 U\----------~
I MAIN \IDG PUMP CONTROL
OVERLOAD
START \IDG
OVERLOAD
START RELAY
RUN
CAP
YEL BLK REDII---------~
----NOTE 3
~__J
NOTE 7
TD PUMP R\tl-1, R\tl-2, DR R\tl-3
TYPICAL OF THREE IN \JELL CONTROL PANEL
0
0
0
0
0
@
@
@
480-12D/240V
25 KVA PANEL " L"
,,,----,150A 2P ,,,----, 2 DA 2 P
INTERIOR ,,,----, 2 DA 2 P
LIGHTING -
2-PHASE ~20A 2P
PACKAGE
AIR STRIPPER ,,,----, 2 0 A 2 P
PACKAGE
jvFo-110 0 TRANSFER r--,.2DA 2P
3 PUMP
VFD-G
HEATER @
20KW
EXTERIOR
LIGHTING
R\tl-4
FRANKLIN PUMP
PUMPTEC+ CONTROL
I I I
ASSEMBLE FROM
COMPONENTS, 4X4
\JIRE\tl AY, AND
12X12 PULL BOX.
I
M
TS
~20A 2P
VENTILATION ~15A 1P
2 FAN
,,,----, 15A 1P
,,,----,15A 1P
~15A 1P
~20A 1P
,-..20A 1P
~20A 2P
12D/240VAC 1P 3W
200A MLO
wELL CONTROL PANEL
R\tl-5
FRANKUN PUMP FRANK UN
PUMPTEC+ CONTROL PUMPTEC+
I I I I I I
@
@
@
@
@
@
®
®
@
@
®
@
®
R\tl-6
8 M RW-1 1 @)
WELL PUMP CONTROLS M 1 RW-2
SEE DETAIL @)
M RW-3 1 8 M 1 RW-1
FUTURE @
WELL PUMP CONTROLS M RW-2 1 @
RW-3 1
INSTRUMENT/CONTROL POWER #1
MAIN PANEL
INSTRUMENT /CONTROL POWER #2
DAMPERS
METERING PUMPS #1
INSTRUMENT/CONTROL POWER #3
BUILDING UTILITY RECEPTACLE
BUILDING UTILITY RECEPTACLE
BUILDING SUMP PUMP
\JELL CONTROL
RIJ-l RUN R\,,'-2 RUN R\1-3 RUN
PUMP @ @ @
CONTROL Off Off OrF
HANDcrttUT□ Ho&.ND®AUTD HAND®AUTC
1 I 1 1
PREPARrD FDR:
a ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
CONDUIT AND WIRE SCHEDULE
LINE CONDUIT /WIRE SIZE FROM TO
CD 3.5'C, 4-500MCM SERVICE PANEL P
0 1.o•c, 2-•4 PANEL P TRANSFORMER PRIMARY
0 0.5'C, 2·•12 PANEL P INTERIOR LIGHTS
0 1.5'C, 3·•1/0 PANEL P PACKAGE SKID
® 0.75'C, 3-•8 PANEL P PACKAGE STRIPPER
® o.s•c, 3-•12 PANEL P VARIABLE FREQ DRIVE •1
0 0.5'C, 3-•12 VFD •1 TRANSFER PUMP
@ 0.5'C, 3-•12 PANEL P VARIABLE FREQ DRIVE •2
@ 0.5'C, 3-•12 VFD •2 VENTILATION FAN
@ 0. 75" C, 3-#8 PANEL P ROOM HEATER
@ 0.5" C, 2-# 12 ROOM HEATER ROOM HEATER THERMOSTAT
@ 0.5'C, 2·•12
@ 0.5'C. 1-•6
@ 1.5'C, 3·•1/0
®} CE> 0.75'C, 8-•12
@1
@) 0.5"C, 2-•12
@ 0.5"C, 2·•12
® 0.5'C, 2-•12
@ 0.5'C, 2·•12
@ 0.5'C, 2-•12
® 0.5"C, 2·•12
@ 0.75"C, 3-#10
@ 0.75"C, 3-#10
@ o 75"c. 3-#10
NOTES:
PANEL P
TRANSFORMER
SECONDARY
TRANSFORMER
SECONDARY
PANELL
PANELL
PANELL
PANELL
PANELL
PANELL
PANELL
WELL CONTROL
WELL CONTROL
WELL CONTROL
EXTERIOR LIGHTS
SYSTEM GROUND
PANELL
WELL CONTROL CABINET
!NOTE 11
INSTRUMENT /CONTROL •1
INOTE 21
INSTRUMENT /CONTROL •2
CNOTE 21
METERING PUMP •1
METERING PUMP •2
BLDG UTILITY RECEPT •1
BLDG UTILITY RECEPT •2
PUMP •1 CRW-1l CNOTE 31
PUMP •2 IRW-21 (NOTE 31
PUMP •3 IRW-31 INOTE 31
1. PROVIDE 240V POWER TO THREE PUMP CIRCUITS PLUS 120V POWER
FOR CONTROLS. SEE PUMP CONTROL PANEL DETAIL.
2. DIVIDE LOAD EQUALLY BETWEEN THESE TWO CIRCUITS.
3. WIRE TO BE 4 CONDUCTOR #10 CABLE SUITABLE FOR DIRECT BURIAL.
THESE ARE SINGLE PHASE PUMPS WITH THE CONTROLLER (STARTER
AND CAPACITOR) LOCATED CENTRALLY. FOURTH WIRE IS AN
EQUIPMENT GROUND.
4. EQUIPMENT GROUNDS ARE NOT SHOWN. ALL CIRCUITS WILL INCLUDE
EQUIPMENT GROUNDING. FULL COMPLIANCE WITH NEC PROVISIONS
RELATING TO EQUIPMENT GROUNDING IS REQUIRED.
5. ALL WIRE TO BE THHN/THWN UNLESS OTHERWISE SPECIFIED.
6. MODIFY PUMPTEC+ BY CHANGING LEAD THROUGH CURRENT
TRANSFORMER FROM ONCE THROUGH TO THREE TIMES THROUGH.
7. PUMP CONTROL TO BE SUPPLIED BY PUMP MANUFACTURER
AND MATCHED TO THE PUMP SUPPLIED.
CONFIDENTIAL This drawing hos
been prepared under
my direct control and
personal supervision.
This drawing and information thereon is
confidential and must not be mode public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention ond design ore reserved.
SCALE
NONE
Cl]ljf'lDE'.tlTIAL -ALL RIGHTS RESERVED-PROPERTY Df
DESIGNQl B'I'
WHM
!IRA'l.'H IIY
BRK
Cl-lE:CKEII llY
DATE DRA\o'ING UTLE
29AUG95
DATE Electrical
29AUG95
DATE CAD OIMIJING flLE:•
One-Line
Radian Engineering Inc. AFF 21SEP95 Ctp;jlRACl Ml
APPROVCD BY DATE 705-015-01 -02 26SEP95
and Details
DRAVll,fj MCJ, ... v.
E-1 0 ~ "L--------------------------------------------------~----------------------------'--------------------1------"'=-=====----_1_ ___ __1 ____ ..L_ _______ ..L_ ____ __1_ _ __J
JJW R£S£ARCII TRINQ( f,W, IO:TH OWllNA mM
"' ' ~ ~ ~
f;!
~
z 0
~
':l Lu
I-V)
Lu
3<
c,:
0
c,:
~ Lu
ROOM STATUS
,----------------------------------------,f--=._-=._-:=_-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._-=._~l-=--=--=--1~l~~~~~~~~-c-=-o-N--=-TR-o~L~-P-A_N-=._E-L----11\___J~___J~----~I--~ MAIN PERSONNEL r----,
I-
Luu
u Lu _z >Z
"'0 wu
(/) V)
0 8
O 11 ··-·~-I::,__
~ --a.. o..,
0 w
-__ ______:'\_
' i
-------,
--
"' Lu
3< 0 a..
z 8 <(
0..
I
z
0 [ '.;;;: > Lu ..J Lu
...I
<( u
"' 1-u Lu
..J
Lu
]]_ \ (j)
0
-
..J
;5
Lu
0
1-(/} ::,
<( :r: X
,-.......,--1.!::'.
0:: Lu 0..
~
<(
0
3" EMT FROM
PUMP CONTROL
PANEL FOR
PUMP POWER
AND FLOAT
SWITCH ALARMS
i
I
I
'1
cv
I
I
---;, -
r:::i
/ -l I ✓-.
f---
fLEXIBLE
COUPLING -----i>-~===========;"
~ ~
~ f--------
OAMPER
OPERATORS
~
V
<Ej---OAMPERS
i
9 -
DAMPER NOTE:
SIZE DAMPER AND FREE AREA
AT A MINIMUM OF 150% OF
RADIATOR AREA. DAMPERS TO
OPERATE OPPOSITELY: EXHAUST
DAMPER TO CLOSE AS RECIRC
DAMPER OPENS. PROVIDE
DU PUCA TE SYSTEMS FOR THE
TWO RADIATORS. PROVIDE
I
I D
-8 .
I
' "
/
~
DAMPER
OPERATORS
/
DUCTWORK SUPPORT AS REQUIRED.
I
/
.
p IT\
\_/
T IT\
\_J
~ /FlT\ IT\
\__J \_/
*
p
BAG FIL Tl R
"--'·----1-HOUS!NGS
1.----L
\
12' OVERHEAD DOOR
~ ~~-----
f'-
3/ 4" EMT TO CONTROL
PANEL FROM pH
TRANSMITTER TO pH
L,--,---CONTROLLER
~ "' 1 I I
J @~ ® -
I
--I )
:, -I
I 6--0--t
~ i~
I I
! !
I I
3" PVC CONDUIT UNDERGROUND /c..J
TO VAULT #1 FOR PUMP POWER
,.__,
I ,,,/e,' ' \ ~
NEUTRALIZATION/ __ _,
SURGE TANK
\ I
EMERGENCY
EXIT
TRANSFER
PUMP
PLAN VIEW 2
'
1
1
~ ~
-
AND FLOAT SWITCH ALARMS. COMBUSTIBLE GAS (LELl
MEASURING SYSTEM
SCALE IN FEET
TRANSFORMER
25KVA
PANEL "t:'
120/240¥
PANEL "p"
480V
p /T\
\_J
0
DOOR
-
I
./ ,
-
~ ' '
0
/
I
/;
I
I
OPERABLE
DAMPERS
r-------------~ ' I
PREPARED tCIR'
a
0
2'' NIPPLE BETWEEN
CABINETS. WIRING TO BE
SUPPLIED BY CONTRACTOR
AND CONNECTED TO DATA _ __,J__,_,,~ LOGGER BY ENGINEER.
'-_Ll-rool.-DATA COLLECTION
CABINET g,.) HOFFMAN A-12
Oc.) I _.,.,,-STYLE 36" x36" o,... V o-v 0
0
0
0 -
€
CABINET TO INCLUDE:
1) VAPOR FLOW COMPUTER
2) DIGITAL FLOW INDICATOR
AND TOTALIZERS (2)
4
3
5
~ DATA LOGGER AUTO DIALER
TEMPERATURE INDICATOR
PROVIDE DOUBLE DUPLEX
RECEPTACLE INSIDE
CABINET; SOURCE IS CIRCUIT
#30 (INSTRUMENT/CONTROL
POWER #2).
PROVIDE 3/4" EMT FROM
DATA COLLECTION CABINET
TO POINTS DESIGNATED WITH
AN ASTERISK. CLOSELY
SPACED LOCATIONS MAY BE
COMBINED. WIRING TO BE
RUN BY CONTRACTOR AND
CONNECTED BY ENGINEER.
I
DAMPER/EXHAUST DETAIL
~
I
I
I
I
I
'
SERVICE
DISCONNECT
)
('\ ) ~
I
I
I L ____________________________
'
CONFIDENTIAL
This drawing and information thereon is
confidential and must not be mode public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention ond design ore reserved.
SCAL£
AS SHOWN
CDNFIDENTJAL-ALL RIGHTS RESERVED-FROPtRTY [J=" ABBOTT
ABBon LABoRAroR1Es. LAURINBURG. Ne Radian Engineering Inc.
EXTERIOR WEST ELEVATION
OCSIGNCO llY
WHM
DRAVN BY
BRK
CHECKED BY
AFF
APPROVED IIY
This drawing hos
been prepared under
my direct control and
personal supervision.
DATE DRAVING TITLE
15SEP95
DATE Equipment
15SEP95
DATE CAD DRAVING FI~•
21SEP95 CONTRACT HD,
DATE
Layout and Details
DRA'wING ttO REV,
INTERIOR ELECTRICAL ELEVATION -POWER
~ L _______________________________________________________________________________________________ _l _____________________ _L ______ ~,,.==""-=-'-'"=''"""=""""='""=-"'------'--------'-----~---------~-----~--~ 705-015-01-02 E-2 0 JJW 26SEP95
1 '' . \
·j · ·, '
,'' ' ' ' ' .
"' ' ;,I
~ ~ □ "' "' " /
EXTERIOR
LIGHT
ABOVE
DOOR
_/
r-w'-' ow _z >Z
"'0 wo (/) (/)
0
--~ ----
\____~
t> 1/''-
1u_
0
0
0
0
"p"
~
0
,~
0
"' w r-:::
~ "' 0
"---(/)
-z < "' ~ r-
~
~
--
~
0
IL
c-----
,---
-( )
~
" L"
@
® " p" .... ~ I
~
" p" \ ~ 0 @
...___
~ CEILING HUNG AIR FLOW UNIT HEATER
20 KW
,, L"
LL
I / ~
~ "-J
/
I
0
0
/
~
\ ;
V
----------/
----,/ '-, / -~-// ----" / ' I / / " \
' I I ' \ \ I I \ I I \
I I I I
I I \ I I I \ \ I I \ \ I I \ " / I " ' / '--/ ' ---/
----
_.,, -----
□
"' /
"'/
I
I
J
S31
C----..
r-----,...,,.
\
I I
l
EXTERIOR
LIGHT
PLAN VIEW
' ! , •. -•••••••-i,,,J.-ilOo>•••-•••••••-----••H• ....... ~•••~''"·•-•~--~•--'-----•• ••~••-•••••---• ---•
" p" EXTERIOR
LIGHT FIXTURE
ROOM STATUS
CONTROL PANEL ~ (BELOW LIGHT)
I~ I
MAIN I PERSONNEL -DOOR
)S3 €)
~
~
'----J
0
\
\z~i
/ -
8 0
0
0
0 0
0 \ 0 -
( )
□ I
~
0 r-~ -
-
~ I I ~
-----------
~
( )
~
I
~
COMBUSTIBLE GAS (LEL)
MEASURING SYSTEM
2 0 1 2
SCALE IN FEET
PREPARED FDR
EJ ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
CONFIDENTIAL
EXTERIOR LIGHTING:
150 WATT HIGH PRESSURE SODIUM WALL MOUNTED FLOODLIGHT WITH
PHOTOCELL AND LAMP FOR 277V OPERATION. GENERAL ELECTRIC
WM?S 15S OR APPROVED EQUIVALENT.
INTERIOR LIGHTING:
INDUSTRIAL FLUORESCENT FIXTURE WITH 2 96" HIGH OUTPUT LAMPS TO
COMPLY WITH NATIONAL ENERGY CONSERVATION LAWS AND AMENDMENTS
CURRENTLY IN EFFECT (NAECA 1988, EPCA 1987). 277V INPUT, FUSED,
WITH WIRE GUARD. COLUMBIA MODEL KL296-H0-277-FF4-LG2 WITH
F96T12HO LAMPS OR AN APPROVED EQUIVALENT. t.lOUNT AT 1 O'E
ABOVE FINISHED FLOOR.
SUMP PUMP, CONTROL SWITCH, HIGH LEVEL SWITCH:
SUt.lP PUMP TO BE GRAINGER/TEEL CATALOG 2P355C, 230V. PUt.lP
CONTROL SWITCH TO BE GRAINGER/TEEL 3L611 FLOAT SWITCH TETHERED
TO PROVIDE 16" DIFFERENTIAL. PROVIDE WATERPROOF JUNCTION BOX
IN SUMP TO CONNECT POWER SUPPLY, PUMP, AND PUMP SWITCH.
PROVIDE SEPARATE WATERPROOF JUNCTION BOX FOR HIGH LEVEL SWITCH
CONNECTION TO CONTROL PANEL.
UNIT HEATER AND THERMOSTAT:
UNIT HEATER TO BE CHROMALOX LUH-20-43, 20 KW, 480V, 3P OR
APPROVED EQUIVALENT MOUNTED JUST BELOW LIGHT FIXTURES.
THERMOSTATE TO BE HONEYWELL T631C1103 OR APPROVED EQUAL
MOUNTED ON WALL AT 66" HEIGHT.
This drawing has
This drawing and information thereon Is
confidential and must not be made public
or copied unless duly authorized, and is
subject to return on demo nd. All rights
of invention and design are reserved.
been prepared under
my direct cantrol and
personal supervision.
SCALE DE~lGNED B'f DATE Dli!A\JING TITLE
AS SHOWN WHM 24SEP95
CCNf1nENTIAL-ALL RIGHTS Rc:SER\IED-PRDPEIHY □F DRAIJN ilY DAT£: Equipment Layout and
BRK/WHM 24SEP95
CHEC,._'.Ell BY DATE CAD ll~AvtNG F'!Lt,
Details
Radian Engineering Inc. AFF 24SEP95 CO!flR..,CT ND. '.DRAw'JNU MCI. OEV
APPROVCD IIY DATE 705-015-01 -02 E-3 0
~ L_ ______________________________________________________________________________________ ...,_ ___________________ ,__ ____ ..;:•::::"""'=c""""=cc""'=IIRTH=""'-"'=::"""c::::... ____ ___[ ____ ____._ ____ __,_ ________ __,_ _____ __L _ ___J JJW 26SEP95
' ,.
,. ; ' ·_., ·.• ·. •,.. . \ f!· ,; ' ., "" •
.,
' w / ~ ~ Ii! w
1 2 3
2A
Ll
#3029
LE:VE:L XMJTTR
POIIEI<: (l T100)
25 22
N LEVEL CONTROLLER AND
MINIMUM SHUTOFF
t
POWER FROM PANEL "L"
INSTRUMENT
CIRCUIT #1 N
ON OFF
LEVEL
TRANSMITTER
LTl
16
N 'j-----;:;~;;7 VFD-1 TRANSFER PUMP DRIVE
12827 LC 1 f'd---Pi~=~+----l__J _§z_ ______________ ---~ TRANSFER PUMP DRIVE RECEIVES
59 r=, CONTROL FROM LEVEL CONTROLLER
5ci----JJ----+-----, COM -------------------------~ LC1. LOW LEVEL CAUSES DRIVE
-------------------------~ TO STOP (VIA ENABLE CONTACTS)
2 28
t7
1CRM LOW LOW LEVEL SETS ALARM
13 14 0 0
SYSTEM ON 61 62 _i,q _______________ ---□ B E INPUT
_,1-_____________________ D ENA L
RESET
21 2
3
LSH-1
-o1 fo-
CR! 2
5 9
LSH-2
-o1 f*-
3 CR2 4
5 9
LSHH
-o1 fo-
5 CR3 6
5 9
LLN
-o1 fo-7 CR4A 8
5 9
LSHN
-o1 fo-1-----,-----'1-<:(3 CR• 14
9 CR4 10
HIGH LEVEL VAULT #1
HIGH LEVEL VAULT #2
HIGH LEVEL BUILDING SUMP
LOIi LEVEL NEUTRALIZATION TANK
pH
TRANSMITTER
pHT
CLOSE ON
LOW LOW LEVEL •
1CR10 ~----
t----~5'<>-i<>"-9-----~--X-ql
#3231
16
pHC N
pH CONTROL
CLOSE ON
ON OFF pH BELOW SETPOINT
H-~1~3<>..J..£r-14~--1r---"<3 :>j r<>-'2-+---:-!ct,
CAUSTIC
CRl2
14 13
pH ALARM
CLOSE ON
LOW LIMIT pHVALUE
Xt' ,.-X2 ----~<>-< k>L.:====:'......J__!~ R
CR11 CRM 5 9 HIGH LEVEL NEUTRALIZATl □ N TANK FROM LV
POWER PANEL
# 18
Lll L l---i--+--q]~[p--~5-0j ~ f01=4------1----, L 2L1 supp Ly TO REC E PT AC LE FOR
4 fo-LN Nf--r+--+-------------+----iNN CAUSTIC METERING PUMP.
11 CR13 12
5 9 SPARE ON OFF CRM
L_-t---<[[]1lQ!OA[}>---=_13~~1=4~243 ,o=24'--------t-----tl 3L1 SUPPLY TO RECEPTACLE FOR
SEQUESTERING SEQUESTERING AGENT 4 fo-
" CR14 14
9
AGENT '--------+----=-'-'------------t---N N METER! NG PUMP.
AIR STRIPPER ALARM CR2 CR3 CR4
VFD-1 DRIVE FAIL ------+---"<:>j,io!-"--'"<:o/f<JC1 o"--'2'oj/J-d-'1 o'--"oYf-01,_,,07
-o1 fo-
15
S CR5 16
9 TRANSFER PUMP DRIVE FAIL
VFD-2 DRIVE FAIL
1-----r---'1-<:13 CR6 1 4 4 fo-17 CR6 18
5 9 EXHAUST FAN DRIVE FAIL
3
L NO------.
44~•J""'--t--t---f'1 4c□MBUSTIBLE
LEL 45 -15 GAS CLEU
COMBUSTIBLE GAS
DETECTOR
SENSOR t-----,r+-+-----< 17 DETECTOR
SOUTH sA[J"-"----CONTROL UNIT
CLOSE ON RISE
A1 CR7
1---~1=' "1 f<:,,_14,,__ ____ __,_--'x-q1 R x2 LEL ALARM
CR8
5
CR7 >-+----'-''-01 fo'•
TC
TYPE K
L
CR6
.---8-i~~------------------
CRS
.---a-i~L------------------
N
22 ----------
N
2~------------------
2~------------------
VENTILATION FAN IN
HIGH SPEED MODE
SPARE RELAY
~ -LJ ~ i LEL HIGH
EXHAUST FAN FAIL
' / i---; A EXHAUST FAN ON
; '
---D---i H START EXHAUST FAN
-~
ROOM STATUS
PANEL
15 TC1 16 ~ VFD-2 VENTILATION FAN DRIVE
+
VENTILATION -
FAN
CONTROL
7 8
'--+1'-----1---1...___J _ 47 ----------------~---[EJ
µL+J-----+---lcoM -4~----------------------1 COM!
-------------------------iGND!
CR9
6 10 ----------------!+1ovl
-~L __________________ ---~
DRIVE WILL RECEIVE SPEED COMMAND
FROM TEMPERATURE CONTROLLER (TC1)
UNLESS CR9 IS ON. WHEN CR9 IS ON
SPEED COMMAND WILL SWITCH FROM TC 1
(4-20ma CURRENT) TO MAXIMUM (10V
IN A RANGE OF 0-1 OV). MODIFY
CONTROL TO SUIT THE DRIVE
FURNISHED.
is Tc2 ~. OPEN-CLOSE ACTUATORS ( 4UNITS)
EXHAUST/ +f-'''-f"f-~-#_2_62_5---tt----j___J-53 -----------------___ _,[EJ
H O A
23 24 CRM 26 22
~---cl-93 ~ l-03"'4-----t ---@---
CRM
71<,j fon
CRM
5~j '"°"'54'--------~2~9□
30 □
CR1
8 12
CR2
8 12
CR3
8 12
CR4A
8 12
CR4
c---8u-, 12
CR5 __ a
01
12
CR6
1---•01 10
CR7 --·""'1 k/!'44L---------l
CR10
8 12
CR12
c---6u-, f-(>"10~---------,
CR13
31
32
WELL CONTROL RELAY
LOCATED IN WELL
CONTROL PANEL
ENABLE CONTACTS FOR
2-PHASE SKID
ENABLE CONTACTS FOR
AIR STRIPPER SKID
60
40 PH
WIRE 40
41 COMMON
WIRE 31
FROM CIRCUIT
23,24 or 25
L1 L2
30 AMP
CONTACTOR
1L1 1l2
TO FRANKLIN
PUMPTEC RW-1
FROM CIRCUIT
23,24 or 25
L1 L2
30 AMP
CONTAC,OR
TO FRANKLIN
PUMPTEC RW-2
FROM CIRCUIT
23,24 er 25
L1 L2
30 AMP
CONTACTOR
3L1 3L2
TO FRANKLIN
PUMPTEC RW-3
RECIRC -5 COM _§§ ___________________ --I COM!
DAMPER
ACTUATORS ON EXHAUST-RECIRCULATION
DAMPERS RECEIVE CONTROL INFORMATION
FROM OUTPUT OF TEMPERATURE CONTROLLER
CR14
i--~a01 f<,L12'----------1 ALL ELSE INPUTS FOR
1 2 3
TC
TYPE K
CONTROL --I GND I
I 6
N
#2. WHEN CR9 IS ON, OPENING CONTROL
CIRCUIT. DAMPER ACTUATORS WILL MOVE
TO FULL EXHAUST, NO RECIRCULATION
POSITION.
WIR[ 32 AUTODIALER 43 CRM
□ MASTER
WIRE 43
__ s u-, fo!!=4 ______ _
Pfm>AR£11 Fl:JR
N
COMBUSTIBLE GAS DETECTOR:
SENSIDYNE POISON RESISTANT CATALYTIC BEAD COMBUSTIBLE GAS SENSOR
TRANSMITTER IN STAINLESS STEEL HOUSING AND MODEL 1000 PANEL
MOUNTED CONTROLLER. SENSIDYNE, INC. CLEARWATER, FL 34620 (813-
530-3602)
pH TRANSMITTER
JOHNSON YOKOGAWA MODEL PH400 pH/ORP ANALYZER WITH MODEL FUZO
UNIVERSAL Ph/ORP SENSOR FOR 3/4" NPT MOUNTING. JOHNSON YOKOGAWA
CORP, NEWMAN GA 30265-1040 (404-254-0400)
NEUTRALIZATION TANK LEVEL TRANSMITTER
11121314151617 2--~
CONVERTER 3h
PH400 21 I -
DELAVAN ELECTRONICS MODEL 410 CAPACITANCE PROBE LEVEL SENSOR/
TRANSMITTER WITH A PROBE LENGTH SUFFICIENT TO REACH WITHIN 2" OF
THE BOTTOM OF THE NEUTRALIZATION TANK. DELAVAN ELECTRONICS,
ROSCOE, IL 61073 (815-389-4915).
pH CONTROLLER
LEVEL CONTROLLER
ROOM TEMPERATURE (DAMPER) CONTROLLER
VENTILATION CONTROLLER
42 GND -
YOKOGAWA UNIVERSAL CONTROLLER MODEL UT37 WITH INTERNAL LOOP
POWER SUPPLY FOR THERMOCOUPLE. DC CURRENT, OR DC VOLTAGE
INPUT AND DC MILLIAMPERE AND RELAY ON-OFF OR TIME PROPORTIONING
OUTPUT. YOKOGAWA CORP OF AMERICA. NEWMAN GA 30265 (404-253-
7000. DEVICE IS SUITABLE FOR ALL FOUR CONTROLLERS.
TELEPHONE DIALER
PHONETICS, INC. SENSAPHONE MODEL 1104 AUTOMATIC TELEPHONE
DIALER. PHONETICS, INC. ASTON PA 19014 (610-558-2700)
OUTPUT TO
pH CONTROLLER
N
N
H O A
23 24
13 7
1AMRX
REMOTE
CONTROL
N
PUMPTEC
CONTROL
M1
H O A
REMOTE
CONTROL
120 v. COIL
1 B
120 'I, COIL
N
PVMPTEC
CONTROL
' / G 120 ,_
/ '
M1
H O A 120 Y. COIL
A1 A2 23"--'-"2,....,-----,-...q M
13 7
3AMRX
REMOTE
CONTROL
N
PUMPTEC
CONTROL
M1
38
CONFIDENTIAL
CRX
FROM
CONTROL PANEL
This drawing and Information thereon is
confidential and must not be made public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention and design are reserved.
SCALE
NONE
CDtflDEITTIM.-ALL RIGHTS RESERVED-PRIFERTY CIF'
□□□□
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
CONTROL PANEL LAYOUT, 36" x 36" CABINET
HOFFMAN STYLE A-12 OR EQUIVALENT
PROVIDE ENGRAVED LAMINATED LAB S
DtSIGNED :BY
WHM
DRA\/111 IY
This drawing has
been prepared under
my direct confrol and
persotial supervision.
DATE DRAVING TITLE
29AUG95
DAT~
Ladder Logic DATA COLLECTION EQUIPMENT CABINET
PROVIDE A SECOND CABINET TO THE RIGHT OF AND ADJACENT TO THE
CONTROL PANEL FOR DATA COLLECTION EQUIPMENT. TERMINATE CIRCUIT
#30 (INSTRUMENT/CONTROL POWER #2) IN A DOUBLE DUPLEX RECEPTACLE El ABBOTT BRK 29AUG95 and Interconnections
INSIDE THIS CABINET. SEE LOCATION ON DRAWING E-3
ABBOTT LABORATORIES, LAURINBURG, NC Radian Engineering Inc. CHECKED B~ DATE: CAD DAAVlNG F1L£•
AFF 24SEP95 CONTR,.CT tfll llRA'#ING NO,
APPfiCIVED BY DATE 705-015-01-02 E-4
RSV.
0 :; lilN!OI TMRE P._ lll1t! CM!lli\ m,.1$ "L_----------------------------------------------------'--------------~--~~=c=-c....----'--------'---~~----~--~-JJW 030CT95
·-., ~ - - - - - - -
•.' 1,
--;-:;· -, ,-
1 .' ''; : ' '.i J
' ,,',' '' ·'
' r / r r il '" " ,:
Q
0
7 r7
)
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I
LJ L
1•-0"
TOP VIEW
SCALE: 1" = 1'-0"
s•-o"
---~ / -....__
/
I
I
I
\
\
\
I
L_
,-
1
LIFTING LUGS
(TYPICAL OF 2)
E
" \
\
\
I
I
/
" /
~ --/
CARBON STEEL LEG
INTEGRAL TO TANK
(TYPICAL OF 4)
FRONT VIEW
SCALE: t" = 1'-0"
3'-9"
=
0
F
F
3'-8"
4'-6" 4'-3''
F
F
r s·
t
... , • • • • _j_ •• ' .
NEUTRALIZATION/SURGE TANK CONNECTION SCHEDULE
PORT DESCRIPTION SIZE
A WATER INLET PORT (2) 3.(/' ANSI 150 lb
FLANGE WITH DOWN FILL
B WATER OUTLET PORT 3.0" ANSI 150 lb
FLANGE
C VENT 3.0" ANSI 150 lb
FLANGE
D pH SENSOR PORT 2.0" FEMALE NPT
HALF COUPLING
E MANWAY 24.(/' ANSI 150 lb
FLANGE
F LEVEL SWITCH PORT 1.0" FEMALE NPT
HALF COUPLING
ALL CONNECTIONS SHALL BE SCH. 40 PVC OR STAINLESS
STEEL AND PROPERLY GASKETED TO PREVENT LEAKAGE.
C
3" 0 6"
2• COUPLING (D)
SITE
GLASS
SHUT-OFF
VALVES
. -'
0
A
~r
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
J LJ
1----------1 ·-0· -----I
B
BACK VIEW
SCALE: 1'' = 1 '-d'
6"
A
7'-0"
6"
PREPARED FllR:
El ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
TANK LEG
BASE PLATE
/
/
/
' /
~ /
' /
A /
' / 2'-6"RADIUS 45' ~ /_ BOLT CIRCLE
/~
/ ' / ~
/ ' 1/2" / ~ BOLT
/ '
' "'
FOOT PRINT AND BOLT PATTERN
SCAL£: 1" = 1'-0"
NOTES:
1) TANK CONSTRUCTION IS VINYL ESTER/ISO FIBERGLASS
WITH INTEGRAL STEEL LEGS.
2) THE PURPOSE OF THIS DRAWING IS TO PROVIDE
INFORMATION ON TANK DIMENSIONS AND CONNECTIONS
TO TANK MANUFACTURER. ACTUAL TANK SHALL BE
ASSEMBLED AND INSTALLED IN ACCORDANCE WITH
THE MANUFACTURER'S APPROVED SHOP DRAWINGS.
CONFIDENTIAL This drawing has
been prepared under
my direct control and
personal supervision.
This drawing and information thereon is
confidential and must not be made public
or copied unless duly authorized, and Is
subject lo return on demand. All rights
of invention and design are reserved.
SCALE
AS NOTED
CIDl'IDENTIAL-ALL RIGHTS RESERVED-f'R:OF'E:R:TY CF
DESIGNED 11.Y
IDS
DRA.\IN JY
TSH
CHECKE:D B:Y
DATE D~w'lNG TJTLE
09JUN95
n,m Tank
09JUN95
""'' CAD DAAVING FILE•
DIA.
HOLE
Layout
Radian Engineering Inc. JES 1 OJUL95 CONTRACT NO.
APPROVED EY DATE 705-015-01 -02 BPG 12SEP95
and Details
I)RA\JING ND, REV,
T-1 0 ~ TRIIKil P/W., lll!ltf CARllJNPi 27709 '---------------------------------------------------------------------~--------------~----======----_J._ ___ __J_ ___ _L__ ______ ...1.._ ____ j___J
'', I , ..' l
' r,'
'.-?i':. ?/:i •! '>
,·,'