NONCD0000040_19951001_Abbott Laboratories_FRBCERCLA LTRA_Pre-Construction Report Engineering Plans-OCR

"' ~ ~ " 0 " "' ' ~ ' 1: ' " / ~ ~ al _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 GROUNDWATER A REMEDIATION FOR ORA WING _LIST DRAWING_l]TLE 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 FOUNDATION PLANS AND DETAILS EQUIPMENT LAYOUT AND DETAILS EQUIPMENT DETAILS PROCESS AND INSTRUMENTATION YARD PIPING PLAN YARD PIPING DETAILS YARD PIPING DETAILS WELL CONSTRUCTION DETAILS PROCESS PIPING PROCESS PIPING DETAILS DIAGRAM I II I I I I I ELECTRICAL ONE-LINE AND DETAILS / EQUIPMENT LAYOUT AND DETAILS / EQUIPMENT LAYOUT AND DETAILS / LADDER LOGIC AND INTERCONNECTIONS / I TANK LAYOUT AND DETAILS I I I \ --( ◊;­'\. ,y "'\ '\. ' \~~ '0 'Z' ~. \ ' I I I ( MIDDLtfON HEIGH\S s -' l::4eo4,., . ,,o,c. 0,tS't . z11vc· @ ABBOTT ,t0 0<...<f'. :.::i"' c,O g..G ,00 '1'""" s.0 ABBOTT LABORATORIES ; NORTH Vlf'N '\ '\ / 2000 LINCOLN HEIGHTS "' 0 1000 2000 ' '\. SCALE IN FEET SYSTEM 7, \157 ~ = \ /4r~~ 1"1 "/1/ ABBOTT LABORATORIES J 200 "': \ 0 100 200 SCAL£ IN FEET I / SITE VICINITY MAP ABBOTT LABORATORIES PROPERTY I -1----7 \', -------~ I / '\ ) / / ~ .~ NORTH CAROLINA ~/V iJ ---~---_:; -~ y~ ABBOTT LABORATORIES i ~~ Li\URINBURG, NORTH CAROLINA ....,._, ..... a ABBOTT ABBOTT LABORATORIES. LAURINBURG. NC CONFIDENTIAL This drawing and Information thereon Is confidential and must not be made public or copied unless duly outhorl:zed, ond is subject to return on demand. All rights of invention ond design ore reserved. SCALE AS SHOWN LtN"IICNTlAL-IIU, ,n,(jHTl IIC~lT ~ Radian Engineering Inc. !~ff I IDS ---" TSH <XD«JIY JES _,, .. This project hos been conducted under my personal review and supervision. .... .,._WING TilU 02JUN95 ry•J· (/ 10 / s-t''.J , I ..... 02JUN95 Groundwater Remediation System Plans Title Sheet .. ,. CM DltiWDG nu, 1 OJUL95 · '"'""''" ... """""°"" R[V, G-1 0 ~ ~ / U DMD llllllU ,._ ran! Ollll fflll -f-1------1f-.. ~-2-SE_P_95--l. I 705-0 1 5-01 -02 BPG
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VALVES AND FITTINGS
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VALVE
TEMPERATURE
CONTROL VALVE
INTERLOCK
GLOBE
VALVE
FLOW TOTALIZER
VAPOR FLOW COMPUTER
BUTTERFLY
VALVE
BALL VALVE
SAMPLE VALVE
CHECK VALVE
FLEXIBLE
COUPLING
BACK FLOW
PREVENTER
INSTRUMENTATION
8 VARIABLE FREQUENCY
DRIVE
@ FLOW
ELEMENT
~I HANO-OFF
AUTO '-_/
0 TEMPERATURE
INDICATOR
8 LEVEL SWITCH
HIGH HIGH
8 pH CONTROLLER
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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
PHOTO ELECTRIC SWITCH LOCATE ON ROOF
INDICATOR LAMPS
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CONTACTS, MOTOR STARTER
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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 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 .
..,....
AS SHOWN
COIWLCN.W..-AI.L IIINTS 111 ROI JI i 0/r ABBOTT Radian Engineering Inc. ABBOTT LABORATORIES, lAURtNBURG, NC
BLDG
CONC
ELEV
HOPE
HP
NPT
GAC
KW
NTS
o.c.
PEMB
PH
PVC
RCP
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TSH _ ..
JES
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 has
been conducted
under my personal
review and supervision.
.... --09JUN95 .... Legend and Abbreviations
09JUN95 .... __ ...,
10JUL95 _..., ... _.._ .... i tl_ ________________________ ___j___ ____ ____J_~~~___J_::.:....::..___i_:_::_::..=......:...: __ _L....__....1.--J
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LAYOOWN/PARKING AREAS
GRAVEL RAMP
ACROSS AGV TRACK
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DOCK II
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CONFIDENTIAL
This drawing and infarmailan thereon is
confidential ond must not ba made public
or copied unless duly authorized, and Is
subject to return on demand, All rights
of invention and design are reserved.
AS NOTED
a:N'"llENllAL·M.L ll'ICitllS ltl'.~TT llf"
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NOTES:
,Oll>O ..
IDS
-""" a ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC Radian Engineering Inc.
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WAREHOUSE
LOADING
DOCK
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LEGEND
POWER POLE
LIGHT
POLE
HYDRANT
WATER 1,1ETER
l,IANHOLE
WATER VALVE
EXISTING CONCRETE DRAINAGE DITCH
CULVERT
FENCE
CATCH BASIN
TREE
SHRUB
WOODS
PROPOSED EXTRACTION WELL 0
X
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PROPOSED SHALLOW MONITORING WELL
PROPOSED DEEP MONITORING WELL
CLEANOUT
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PROPOSED SILT FENCE
PROPOSED SUBSURFACE PIPING
PROPOSED BUILDINGS STRUCTURES
AREA or IN-SITU \/OLA TIZATION
1) CONTRACTOR SHALL PERFORM WORK IN A MANNER
THAT AVOIDS OR MINIMIZES DISRUPTION ANO/OR
INTERFERENCE WITH PLANT OPERATIONS. .
2) IF DISRUPTIONS TO PLANT OPERATIONS ARE
ANTICIPATED, CONTRACTOR SHALL PROVIDE OWNER
WITH A MINIMUM 24 HOUR NOTICE SUCH THAT
OWNER MAY ADJUST OPERATIONS ACCORDINGLY.
3) CONTRACTOR SHALL MAINTAIN ONE LANE or TRUCK
ACCESS ON PLANT ROADS DURING PERFORMANCE
OF WORK.
4) CONTRACTOR SHALL STAKE OFF LAYDOWN AREAS
ANO STORE ALL EQUIPMENT AND SUPPLIES IN
THESE DESIGNATED LAYOOWN AREAS.
5) CONTRACTOR SHALL BE RESPONSIBLE FOR
PROOF-ROLLING THE AREA OF IN-SITU VOLATIZATION
PRIOR TO INSTALLATION OF ANY WELLS OR PIPING
IN THAT AREA.
6) CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
MONITORING WELLS AT THE INDICATED LOCATIONS IN
ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.
This project has
been conducted
under my personal
review and supervision.
..,. _,,,,.. mu;
05JUN95
.. n:
05JUN95 .. ,. CAl-,U,
Site Plan
1 OJUL95 .,.._,..,_ __ ,..
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EL£CTRICAL SERVICE DURING
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/ BUILDING SERVICE
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1· WATER LINE TO BE TAPPED
/ FOR SYSTE!.I WATER SUPPLY
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D NOTES:
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.
1 )
2)
3)
4)
5)
6)
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□ •
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CJ
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LOADING
DOCK
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LEGtNP
LIGHT
POLE
MANHOLE
EXISTING CONCRETE
DRAINAGE DITCH
CULVERT
F"ENCE
CATCH BASIN
TREE
SHRUB
WOODS
FIRE WATER LINE
STORM DRAIN
GAS LINE
0
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--w-
UNDERGROUND ELECTRICAL LINE
POTABLE WATER SUPPLY LINE
UTILITIES ARE SHOWN BASED ON EXISTING SITE
DRAWINGS ANO VISUAL OBSERVATIONS. RADIAN
DOES NOT GUARANTEE THE ACCURACY OF UTILITY
LOCATIONS.
CONTRACTOR SHALL COORDINATE WITH OWNER TO
LOCIITE ANO MARK ALL SUBSURFACE UTILITIES
WITHIN OR NEAR CONSTRUCTION AREA PRIOR TO
START OF" WORK.
CONTRACTOR SHALL REPAIR ANO/OR REPLACE ALL
DAMAGE TO EXISTING STRUCTURES. BUILDINGS,
ROADS, ANO UTILITIES NOT OTHERWISE
DESIGNATED f"OR DEMOLITION AT NO ADDITIONAL
EXPENSE TO OWNER.
CONTRACTOR SHALL NOTIFY OWNER Of DAMAGE TO
EXISTING STRUCTURES, BUILDINGS, ROADS, ANO
UTILITIES NOT OTHERWISE DESIGNATED FOR
DEMOLITION WITHIN 48 HOURS Of WHEN DAMAGE
OCCURED.
CONTRACTOR SHALL ACCESS PLANT WATER SUPPLY
AT POINTS DESIGNATED BY OWNER PRIOR TO
START OF WORK.
CONTRACTOR SHALL COORDINATE WITH OWNER TO
ESTABLISH TEMPORARY ELECTRICAL SERVICE DURING
CONSTRUCTION AND PERMANENT SERVICE ,--• M.
This project hos
been conducted
under my personal
review and supervision.
~,f.CARO(/~
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PARKING a ABBOTT
ABBOTT LABORATORIES. LAURINBURG. NC
A.S SHOWN IDS 05JUN95
<Dlf'111DfflAL-AU. ~tc.HTS "°°"'CD OCt.Y r7"
TSH 05JUN95 Existing Site Utilities
Radian Engineering Inc. JES
.. ,.
10JUL95
CM IMVIN6 ru:,
'""""'" "' MIIVNi Ill IIIC\I'. ~, ////; // // ~==~~o=============~o~=======r '::: 705-015-01-02 C-2 0 "'----------------------------------'--------"---L-'----'-'------"...._ ___ _:_ _____ :._ _____________________________ _j_ ____________________ 1_. ____ _cu=-~~~~-=-='•=-~-!!!....-----1--=B_P...:G~_J-1::.2...:S...:E:..P_9:..5.::...JL ________ L_ _____ .J_ _ _j
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AGV TRACK
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NEW PLANT ROADWAY TO BE
CONSTRUCTED BY CONTRACTOR
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I ,_ TREATMENT •
\ : BUILDING :
EXISTING PL.ANT ROAD
EXISTING DRUM
STORAGE BUILDING
-.. .. _.,a I ----------~ '---------~
PLANT ROAD TO BE
DEMOLISHED BY OTHERS ----------(?----------------
/l ------------~---- -----
0
AOJ TRACK
1~
TRUCK
PARKING
\
WAREHOUSE
LOADING
DOCK
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CONSTRUCTED BY CONTRACTOR
EXISTING CULVERT TO
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SOIL FILL"\
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COt.lPACTEO
SOIL BACKFILL
3D" MIN. -~ EXISTING SLOPE
l s·
LOADING
DOCK
2''-,----------15'---------:2·
ROADWAY (SEE DETAIL A)
BE REMOVED BY OTHERS
LOADING
DOCK
/
RIP RAP LINING
36" RCP PIPE
□
CUT AND REMOVE CONCRETE.
REPLACE WITH NON-SHRINK
GROUT AND EXPANSION JOINT
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36" RCP PIPE COMPACTED GRAVEL BEDDING
EXTEND MINIMUM o BELOW
PIPE
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GRAVEL BEDDING
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coMPACTED
SUBGRAOE
36" RCP CULVERT SECTION
,----------l5'--------
TACK COAT
-IISIF-11
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BITUMINUS PAVING,
WEARING COURSE
BITUMINUS PAVING,
BINDER COURSE
PRIME COAT
COMPACTED CRUSHED
STONE BASE
ROADWAY PAVEMENT DETAIL
SCALE. NT$
SUBGRADE
·----------------:zs··---------------~
36" RCP CULVERT PROFILE
SCAL£: 1· • 5'-0"
I EXISTING GRASS COVERED BANK
CULVERT HEADWALL DETAIL
l"IICPIIIAC:tf"Clt
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ABBOTT
ABBOTT LABORATORIES. LAURINBURG. NC
0
'
CONFIDENTIAL
This drawing ond information thereon Is
confidential and must nol be mode public
or copied unless duly aulhorlzed, and Is
subjecl lo return on demand. All rights
of invention and design ar9 rl!lserved.
WU AS NOTED
a>•UtNTJlilL-lll.L "IGffS Rt:SfJtVCJ,-+RCH.R\ 'f' r:,
Radian Engineering Inc.
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1) NEW PLANT BITUMINOUS DRIVEWAYS ARE TO BE
INSTALLED AT THE INDICATED LOCATIONS.
2) NEW PLANT DRIVEWAYS WILL BE CONSTRUCTED SUCH
THAT THE FINISHED SURFACE IS FLUSH WITH THE
SURROUNDING GRADE.
3) THE CONTRACTOR SHALL STAKE OUT THE LOCATION FOR
NEW PLANT DRIVEWAYS AND CHECK LOCATIONS WITH THE
ENGINEER AND OWNER.
4) THE EXISITING GROUND SHALL BE SCRAPED TO A DEPTH
OF 6-1 /2" BELOW THE SURROUNDING LANO SURFACE TO
REACH THE DESIRED ROADWAY SUBGRAOE.
5) THE ROADWAY SUBGRAOE SHALL BE PROOF-ROLLED
PRIOR TO INSTALLATION OF PAVEMENT BASE COARSE.
COMPACTION SHALL BE 957. STANDARD PROCTOR.
6) PLACE PAVEi.tENT BASE, PRIME COAT, BINDER COARSE,
TACK COAT ANO WEARING COARSE IN ACCORDANCE WITH
THE SPECIFIED PROCEDURES.
7) THE CONTRACTOR SHALL INSTALL A. 36" RCP CULVERT
ACROSS THE EXISTING CONCRETE-LINED DRAINAGE
DITCH AT THE FACILITY. THE CONCRETE LINING
WILL BE CUT, REMOVED, ANO REPLACED WITH THE
CULVERT. THE CULVERT INVERT SHALL BE PLACED
FLUSH WITH THE BOTTOM OF' THE DRAINAGE DITCH.
8) THE PLANT DRIVEWAY SHAU BE CONSTRUCTED SUCH
THAT A MINIMUM CLEARANCE OF 30" IS MAINTAINED
BETWEEN THE TOP OF THE CULVERT AND THE TOP OF
THE PAVEMENT SURFACE.
This drawing hos
been prepared under
my direct control and
personal supervision.
..... ----mu: 05JUN95 Roadway .....
05JUN95 Construction Details ..... CA:t ... \l ... f'1.£, 1 OJUL95 _...,_ _ ...
..... 705-015-01-02 C-3
..-,,
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7 ·-o"
30•-o·
12' OVERHEAD DOOR
6"
4' -8"--1---4' -6"
117 ~
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7'-rf'
1------------------------40•-o·------------------------1
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12·-o·
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SOUTH ELEVATION
R00'-1 STATUS
SPACE HEATER CONTROL PANEL ~
12' OVERHEAD DOOR '-IAIN
PERSONNEL
DOOR
\
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____ OPTIONAL VAPOR PHASE
CARBON ADSORBER
(TO BE INSTALLED BY OTHERS)
PACKAGED
2-PHASE SKID
FLOOR DRAIN
/TO SU'-IP
■ CAUSTIC-
SEQUESTERING K\ h
AGENT u u
NEUTRALIZATION/
SURGE TANK
EMERGENCY
EYE WASH/
SHOWER
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AIR STRIPPER
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MECHANICAL
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1" WATER LINE TAPPED
FR0'-1 SUPPLY LOCATED
/ NORTH OF AGV TRACK
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CONTROL
PANEL
DATA COLLECTION
CABINET
FIRE EXTINGUISHER
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ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
/ RIDGE VENT
12 I I 0,25 I
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V OOWNSPOUT
12'-rf'
' -' GRAD E
I I
"---------------------------_,
12·-o· 3'-0"-
30•-o·
EAST ELEVATION
r VENTILATION FAN
/ ANO LOUVER 12
I I O 25 I
I I I
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/ DOWNSPOUT
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GRAD E
30'-0"
WEST ELEVATION
NOTES:
I) BUTLER MANUFACTURING COMPANY SBF II PREENGINEERED BUILDING
CONFIDENTIAL
SYSTEM, '-IODEL 3014 WITH 2, 20' BAYS AND 14' EAVE HEIGHT.
2) ROOF CONSTRUCTION OF 26 GAUGE BUTLERIB WITH ALUMINU'-1 ZINC
COATING ANO WALL CONSTRUCTION or 26 GAUGE, PAINTED BUTLERIB.
3'' WHITE VINYL FACED FIBERGLASS INSULATION WILL BE PROVIDED
FOR BOTH ROOF ANO WALL ENVELOPES.
3) A PARTIAL INTERIOR WALL EXTENDING TO A HEIGHT or 6' ABOVE
THE FLOOR SLAB SHALL BE INSTALLED TO PREVENT OA'-IAGE TO
INSULATION.
4) PERSONNEL DOORS SHALL BE EQUIPPED WITH HYDRAULIC CLOSURE
AND "BEST' LOCKS KEYED ALIKE TO OTHER FACILITY DOORS.
5) THIS DRAWING IS A CONCEPTUAL REPRESENTAION OF THE BUILDING
SYSTEM AND IS NOT INTENDED AS AN ACTUAL CONSTRUCTION DRAWING.
6) BUILDING '-IANUrACTURER SHALL PROVIDE SEALED CONSTRUCTION
DRAWINGS AND SPECIFICATIONS FOR BUILDING ERECTION.
This drawing and Information thereon Is
canfidantiol and must not be mode public
or copied unless duly authorized, and Is
subjeci to return on demand. All righls
of invention and design are reserved.
This drawing hos
been prep<lred under
my direct control and
personal supervision.
SCM.E ,.._, n .. n: --mu: 1/4" = 1' -O'" IDS 09JUN95 Architectural Plan
CIN"IOCHlll\L--,t,U. RIOfTI: RCSERVtG-f'M#Oli fE ...... r, ......
Elevations TSH 09JUN95 and
Radian Engineering Inc. C>£Xt:Dn .... CAD ia.v-lNi rn..1:,
JES 10JUL95 """"""'""
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""""""'" .... 705-015-01-02 A-1
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ENDWALL STRUCTURAL SYSTEM
9 1/2" i -
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12'-1/15"
8" t1•-o"
26'-8"
30'-0"
MIDDLE STRUCTURAL SYSTEM
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13'-0 ..
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3'-0" r FLOOR LINE
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TYPICAL GIRT LOCATIONS
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SIDEWALL
1 COLUMN
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ABBOTT
ABBOTT LABORATORIES. LAURINBURG. NC
5'-0"
. I
ENDWALL
\ POST
~ i GIRT
CLIP
SIDEWALL GIRT
TYPICAL GIRT CONNECTIONS
5'-1/32"-12
' . ' -I.
30' SBF II
PURLIN LOCATIONS
NOTES:
, 1/4
7.
1 CORNER POST
GIRT
CUPS
.
. c.,,,. ~
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 mode public
or copied unless duly authorized, ond is
subject to return on demand. All rights
of invention and design arei reserved.
""'-' NOT TO SCALE
COolrIIICMTl"'L-..U... lllGKTS l!CSERV~,crony IY
Radian Engineering Inc.
..,_,,"
IDS __ .,
TSH
0£0<0"
JES
"""""""
This drawing hos
been prepared under
my direct control and
personal supervision.
. .,., DAA'wlNli llTU
09JUN95
"'CAIi
··0~1;,SSJo,te
~ SEAL "'
1
.. ., Architectural
09JUN95
""" CAD-nw
1 OJUL95 '""''''" ...
.. TC
Details
JIMVING Ml OEV.
~L ______________________________________________________________________ _i__ _______________ -'------======c::_ ___ ___j_ ___ ___j_ ___ __._ _______ ..__ ___ ~----
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4' CONCRETE CURB
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11'-l'--O"
BURIED ELECTRICAL CONDUIT
<BURIED BENE~TH SLAB 6" SHOIJER DRAIN--~ ON GRANULAR BED>
2" PVC ]RAIN LINE
3' X 3' AREA
SLOPE TO DRAIN
--
~-+----, ~V:
/"I
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GUARD POST DETA[L
0
6 M[L POL YETHYLC:NE
VAPOR BARRIER\
"., . \ --------
•
I ~ ~~ _/ ;;:~'¾~ GRAVEL BASE COURSE ~>,$>~
12' MINIMUM THICKNESS ~~~
/<«;;,~
COMPACTED_/
SUBGRADE
NATIVE SOIL BACKFIL:..
•
4'-6'
4
CRUSHED STONE BED
12" MINIMUM THICKNESS
\ --. CONCRETE __ _
\ . SUMP ~,;:;.. ✓ 2'X2', l--l/4"X3/l6' .l. / -
\ --✓ ----CLOSE CROSS BAR GRATING --\-~ ~ _-;::,, -_
RA TED FOR 200 PSF / I , '\ _-;::,, -_ --
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SCALE: 3/◄ " ,. 1·-o"
I I '-. / '----... _j:::: ,,.-/ BURIED ELECTRICAL CONDUIT
(BURIED BENEATH SLAB
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=-----= = ----___s-=
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Sl Sl SCALE: 1/4 • • 1·-(j' -~/
L 1-1/2" X 1-1/2" X l/4 • EMBEDDED
ANGLES IJ[TH 2 HEADED STUDS
PER SrDE
EXPANS!DN JOINT IJITH
w'ATERT!Gf-<T CHEMICAL
/ESISTANT SEAL
SAND P[PE BED
4• "11NIMUM
f. --------------------
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\._ 2· SCH 80 PVC DRAIN LINE
FROM EYE IJASH/SH□VER
GRAVEL BASE COURSE
12• MINIMUM TH[CKNESS
.
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,□ ;_,Z
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COMPACTED
SUBGRADE
s· •
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/ PEMB './All.
4'
4'x4' CURB REJNF WITH
I !14 CONTINUOUS
2' #4 DOWEL @ 24' O.C.
• • • • <J • • •
2·
!14 @ l2' C.C. EACH './AY-~
2 LAYERS •
OUTSIDE \./ALL SECTION
SCALE: 1• ~ 1 · --o•
6" D[A SCH. 40 STD STEEL
PIPE GUARD POST, FILL w'!Trl
CONCRETE AND PROVIDE A
DOMED TOP SURFACE, PR[ME
AND PAINT 'SAFETY YELLOIJ"
PER STANDARD PAINT
SPECIF[CA TION.
' .
4'-6'
GRADE-....--=i==~==~.'---+
2'-0" OJA. CONCRETE BASE
3'--6' MIN. DEPTH BELO\,i
GRADE.
3'--0'
6'
GUARD P~ST DETAlL
SCALE 1/2 • • 1·-(J"
2 LAYERS OF •4 ~ l2" O.C.
EACH w'AY
4000 psi CAST --IN-PLACE
SLAB ON GRADE\
J• DROP FROM EDGE
OF SLAB TO SUMP
3• DROP FROM EDGE
OF SLAB TO SUMP
C ~
\
\
\_6 MIL POLYETHYLENE
VAPOR BARRIER
NOTES:
1. THE FOUNDA T!ON AND PREENGINEERED STRUCTURE IS DESIGNED IN
ACCORDANCE 1,/ITH THE NORTH CAROLINA BUILDING CODE 1994 EDITION.
2. DESIGN LOADS•
SUPERIMPOSED COLLATERAL LOAD•
ROOF LIVE ~□AD
FLOOR clVE LOAD
BASIC 1,1 IND SPEED .
S PSF
, 20 PSF'
200 PSF' <HIN>
,, .. SOHPH
J 'HE F □UNDA TIDN DESIGN IS BASED ON THE ASSUMED ALLO\,/ABLE
SOIL BEARING PRESSURE OF 1500 PSF. ALL SUBGRATES SHALL BE
COMPACTED TO 35• or MAXIMUM DRY DENSITY PER ASTM 1557,
4. UNLESS NOTED OTHER\/ISE, ALL CONCRETE TD BE NORMAL \/EIGHT
1,/ITH TYPE I PORTLAND CEMENT AGGREGATES PER ASTH C--33. AND
A COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI.
S. CONCRETE PROTECTION FDR REINFORCEMENT SHALL CONFORM TD ACI318.
6. ALL CONCRETE REINF'ORC!NG SHALL BE OF DOMESTIC MANUFACTURE
AND SHALL CONFORM T□ ASTH A-615, GRADE 60. ALL 1,/ELDED
',/IRE FABRIC (\,/\IF> SHALL CONF'ORM TO ASTM A-185.
7. REINFORCING BARS MAY BE SPLICED ONLY AS SHO',/N ON
DRA\JINGS, EXCEPT THAT REINFORCING DESIGNATED AS
'CONTINUOUS' HAY BE LAPPED SPLICED 48 BAA DIAMETERS.
8. Ale SLEEVES, INSERTS, ANCf<ORS, D0\/ELS, AND EMBEDDED ITEMS
REQUIRED FOR ADJ□lNING \,/ORK SHALL BE VERIFIED BY CONTRACTOR
AND SHALL BE IN PLACE PRIOR TO PLACING CONCRETE.
9. PRE-ENGINEERED METAL BUILDING <P,E.M.B.l•
A. NOMINAL EAVE f<EIGHT SHALL BE 14'-0'.
B. All METAL RO□F PANELS, \,/ALL PANELS, TRIM, AND FLASHING
SHALL BE FACHRY ,INISHED,
C. ALL STRUCTURAL MEMBERS SHALL BE PRIMED COATED AND
TOUCHED UP AFTER FABRICATION,
D. PE.M.B. ERECTOR Sf<ALL COORDINATE THE LOCATION OF
SKYLIGHTS AND CEILING MOUNTED LIGHT FIXTURES AND
\JALL MOUNTED \JINDO\/S, DOORS, AND FANS.
E. ALL DOORS SHALL BE CACTORY PRIMED AND PAINTED AFTER
INST ALLA TIQN.
to. PRECAST CONCRETE SUMP TO BE PLACED PRIOR TO POURING OF
SLAB AND FIN!Sf<ED 1,/JTH EXPANSION JOINT VITH A IJATERTIGHT
CHOHCAL RESISTANT SEAL AT INTERFACE \JITH SLAB.
11. EHERGENCY SHOVER DRAIN LINE r□ BE PLACED IN TRENCH \JITH
SAND PIPE BED PRl□R TO POURING □F SLAB,
12. GRAVEL BASE COURSE TO BE PLACED ON SUBGRADE \,/[TH A MINIMUM
THICKNESS OF 12' IF THICKNESS EXCEEDS 12' IN ANY AREA, THE
BASE COURSE V!LL BE PLACED IN MAXIMUM 12' LIFTS. EACH LIFT
SHALL BE CDMPAC TED BY PROOF --ROLLING,
GRAVEL BASE COURSE
12" MINIMUM
SUMP DETAIL
PRECAST CONCRETE SUMP
CRUSHED STONE BED
12" MINIMUM
BUILDING FOUNDATION SECTION
Sc.AL£. 1/◄.• ,. 1·-(j
PltO'IIIRCD rut
EJ 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 ls
subject to return on demand. All rights
of invention and design are reserved .
AS NOTED
CIN"IDOllllll.-.-.U.. RIGffS RE:.OVEJ>-f>1ttJ"alTY CF
Radian Engineering Inc.
,ciao"
IDS
llt#l'wN IY
TSH
a,co:ar,
JES -"
This drawing has
been prepared under
my direct control and
personal supen,ision.
.. re ZltAWINi TTll.£
09JUN95 Structural .. ,,,,
/
Foundation
09JUN95 Plans and Details
Dort C.-ODMV1NinL.£i
10JUL95 '""""'" ... ... _.., .. ,,, 705-015-01-02 S-1 -
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DISCONTINUE
AT RAMPS
F"INJSH GRADE\
y
P E.M It. COLUMN
SEE PLAN
•
•
•
SEE PLAN FOR IJIDTH
AND LENGTH
•
SECTION AT COLUMNS
SCALE 1· = 1 '-0"
FINISH GRADE
• •
5/8' DIA. AJD7 ANCHOR BOLTS 1.'ITH
12' EMBEDMENT, 3' THREADEJ EXTENSION
AND 3' HOOKS. RffER TO PE.H.B.
ERECTION DRA\JINGS FOR LOCATIONS.
• • •
----•• @ a• 0.C EACH \JAY
AT BOTTOM Of' THICKENED
SLAB
;--10· X 12' RAMP
6' SLAB ON GRADE REINF
'w'ITH 04 @ 12' □.C. EACH
\JAY 2• FROM TOP Of' SLAB
i/2 • STEP
•
1/2 ' EXP JOINT
MATERIAL
•
•
I
l/2 • STEP Af D00
3'-6' X 3'-6' X 4" THICK
CONCRETE LANDING AT
EACH DOOR REINfORCED
1JITH #4@24" a.c.
OVERHEAD DOOR
BY PEMB SUPPLIER
• •
•
I • l'-0' • I
DOOR PROVIDED BY
PEMB SUPPLIER
4' HIGH CURB
SLOPE TO DRAIN
• • • • •
SECTION AT DOOR
SCALE 1• ~ 1 •-0·
• •
NOTE,
I. THE RAMP SHO\IN IS TYPICAL OF T'.10.
ONE RAMP SHOULD BE PROVIDED AT EACH OVERHEAD DOOR.
•
I:,.
4' CONTINUOUS CURB BEYOND
INTERIOR RAMP, MAX 127. GRADE
• • • • • i>
SECTION AT RAMP
SCALE: 7" = 1 '-Q"
2·
8
2·
CONFIDENTIAL
This drawing and information thereon Is
confidenti0I 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 .
,c.,u;
AS NOTED
Cll•lfUlOHIH..-M..L IUGHfS 111'.SEtVl'.IH"l'1l"OtfY' £JI a ABBOTT
ABBOTT LABORATOR1Es. LAURINBURG. Nc Radian Engineering Inc.
-i------. -~
.......,,,.
IDS --" TSH
C>E><lln
JES -. ...
BPG
This drawing has
been prepan,d under
my direct control and
personal supervision.
.... -mu
09JUN95 ....
09JUN95 .... ""'-~
Structural
10JUL95 _,.., .... 705-015-01-02 12SEP95
Details
_.,. -· S-2 0
•.
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-~ ..
Ii -C /
A
B
C
D
4'
8'-6"
1 2' OVERHEAD DOOR
4' 4'
ROOM STATUS
CONTROL PANEL
12' OVERHEAD DOOR MAIN
PERSONNEL
DOOR
3'
1
3'
1" WATER
/ADJACENT
..........
LINE FROM
DtUM SHED
I
"'
J-----OPTIONAL VAPOR PHASE ~ CARBON ADSORBER
(TO BE INSTALLED BY OTHERS) L_
PACKAGED
/ 2-PHASE SKID
0
FLOOR DRAIN --£TO SUMP ,,,,, __ ......._
I/ '--' ff ■\\ I I I I
\ \ I I
\, I I ,, __ .,,,,/
---.,,
6"MIN.
SEQUESTERING
AGENT
,r{CAUSTIC
~"MIN.
7
\ 5'
EYE WASH/
SHOWER
0
:,:: u :a: ...
CD
,,:
"' 0 3:
7 6'-2"
CONTROL
PANEL
DATA COLLECTION
CABINET
FIRE EXTINGUISHER
'------10'------' °'l BAG F"ILTER 7
1 ~ I 5•-.--S'
EMERGENCY
HOUSINGS
NEUTRALIZATION/
SURGE TANK
TRANs,-ER _ _,,
4' PUWP 4'
L==:'.::===:e~§§§§L======l_ EXIT ,.....c~----------l--------------+--'
LOUVER
COMBUSTIBLE GAS (LEL)
MEASURING SYSTEM
PLAN VIEW
0 2 4
SC•LE IN FEET
C
A
3" DIA. SCH. 80 PVC
FEMALE SLIP JOINT
;~" ....c::::::c =L_;-1 ·_-_6"----t------,
CONTROL F'ANEL
CLEANOUT PORTS------------
INSPECTION PORT ____________
SIGHT TUBE--...____
']; DIA. SCH. 80 PVC
FEMALE SUP JOINT
OISCHAGE PUMP
DRAIN VALVE
@]@l
LOW AIR
PRESSURE SWITCH
AIR PRESSURE
GAUGE
AERATION TRAY
BLOWE
SUWP
AERATION TRAY
0
B
7 z•-3•
=
0 =
0 =
0 =
0 =
0
=
'-----------74•·-------------'-----------fi4"'------------'
AIR STRJPPER CONNECTION SCHEDULE
PORT DESCR!PJION .sJll
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.o" SLIP FIT RING
FOR RUBBER COUPLING
WATER OUTLET PORT 2.5" FEMALE NPT
FOR SUMP DISCHARGE FULL COUPLING
FRONT VIEW
TYPICAL NORTHEAST ENVIRONMENTAL PRODUCTS
MODEL 3651 AIR STRIPPER CONFIGURATION
Sc..Al.E: HTS
RIGHT SIDE
89-1 /2"
9" YP.
2'-8"
,..,,.... ""'
EJ
55 GALLON
CHEMICAL ORUM
_J
5"
18'' o.c.
~
BOLT HOLE
~
T A o PR
II
" II
"
6
OCE ss
3"-9"
WALLACE & TIERNAN
WODEL 45-010
CHEMICAL METERING
PUWP
1 / 4'' TUBING~
" " " " " " " " " " " " " " " " " " " " " " FOOT VALVE ::
WITH STRAINER\ • " " " 6
CHEMICAL METERING PUMP DETAILS
SCALE: NT5
AIR STRIPPER FOOT PRINT
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.
SC«<
AS SHOWN
aJiWlllDfTIM.-IU. ~ IE~Y Dr
Radian Engineering Inc.
NOTES:
..........
IDS _ ..
TSH
"""""'" JES _, ..
1)
/ 1 / 4" 10 TUBING
--To PROCESS
STEEL UNISTRUT
VSUPPORT
I
CONTRACTOR SHALL INSTALL ALL PUMPS, TANKS,
ANO OTHER ASSOCIATED EQUIPMENT SHOWN.
ITEMS DESIGNATED AS • PACKAGED" SHALL BE
ASSEWBLEO BY OTHERS, BUT CONTRACTOR SHALL
BE RESPONSIBLE FOR PROPER INSTALLATION,
PLACEMENT, ANO CONNECTION.
2) CONTRACTOR SHALL SECURE All. SKIDS, TANKS,
PUMPS. AND ASSOCIATED EQUIPMENT AGAINST
WOVEMENT ANO VIBRATION DURING INSTALLATION
IN A WANNER THAT AVOIDS DAMAGE TO EQUIPMENT.
This drawing has
been prepared under
my direct control and
personal supervision.
.. n: .,,.,'ltN rtn.£
09JUN95 .... Equipment Layout and Details
09JUN95
""' ,.._,,.,,,..
1 0JUL95 ''""""" ... __ ,..
ICY,
""' vL--------------------------------------------------------------------c----------.1-------------------'-----======.:::::...-----'------1.----..__ _______ .,__ ____ .....1..._...,. 705-015-01-02 M-1 0 BPG 12SEP95 EDIDI JIIIR[ ,._ant,_. 17M
" \ . . '
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BOLTED RING COVER
4•-0·· -
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I 4" FNPT INLET
I
4" CONDENSATE DRAIN
n I I I n
/ I -
I
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7'-Z' I
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FORKLIFT SKIDS
CARBTROL CORPORATION G-6
VAPOR-PHASE CARBON ADSORBER (TYPICAL OF 3)
(TO BE INSTALLED BY OTHERS)
45.5" DIA, D.O.T. RATED
wmED PARTS EPOXY
LINED MILO STEEL
1 / 4" NPT PORT
FOR PRESSURE GAUGE
COVER
2" FNPT OUTLET -
1 '-6"
1 •-0"
9-1 /2"
0
0
5"
I
6. 1"
35.3"
NOTES:
41.4"
9 1/2" DIA.
/ BOLT CIRCLE
FOOTPRINT
1) McMASTER-CARR SUPPLY COMPANY HIGH
CAPACITY FILTER HOUSING-CAT.NO. 5168K346
2) INSTALL FILTER HOUSING WITH FILTER
B.A.G BASKET AND 25 MICRON B,\G.
3) .A. CLEARANCE DISTANCE EOU.A.L TO
BASKET DEPTH MUST BE AVAILABLE
ABOVE HOUSING FOR BASKET TO BE
REMOVED FROM ADJUSTABLE LEGS.
HIGH CAPACITY BAG FILTER (TYPICAL OF 2)
SKID CHANNEL
I
• " ! • • • " \, • • • • • "4 •
• 4
•
DRILL ANO GROUT
INTO FLOOR SLAB
• •
" • ,
•
• •
• • •
FILL WITH _j
NON-SHRINK GROUT tr' CONCRETE SLAB FLOOR /· " • 4 •
'
,
I
SKID MOUNT DETAIL @
USE THREADED RODS TO USE THREADED RODS TO
LEVEL THE SKID ON SLAB ~ TANK/FILTER LEG LEVEL THE SKID ON SLAB~
•
"
•4 •
SKID
15"
,..___.
,==
:r
._,
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t=:ct=========i;--=r=::::;::====~'
I I
20 1/2"" ------1
1--------22· --------
3 HP CENTRIFUGAL PUMP
GRAINGER NO. 2P392
t' FNPT
GRAINGER PUMP
MOUNTING BASE
~NO. 1P675
11 1/2" FNPT
1 • 11a .. r
,_ ______ 17" -------1
NEUTRALIZATION /SURGE TANK TO AIR STRIPPER TRANSFER PUMP
USE THREADED ROOS TO
LEVEL THE SKID ON SLAB
3/ 4" DIA. A307 THREADED
1" FLEXIBLE WIRE REINFORCED
PVC DISCHARGE UNE
~ ROOS W/ NUTS ANO WASHERS
1·· PVC DISCHARGE UNE
TO TREATMENT SYSTEM
1. PVC ELECTRICAL
CONDUIT TO CONTROL PANEL ELECTRICAL CONDUIT
TO ELECTRICAL PANEL
•
• • • • • r 4 8" • " 4 • •
• I I
MOUNT DETAIL = NTS
PUMP MOUNTING BASE
2·-0· PIPE SUPPORT
6"
WATERTIGHT
JUNCTION BOX
1" SUMP PUMP
CHECK VALVE
'-LIFTING CABLE
'-PUMP POW£R
SUPPLY
SUMP PUMP
GRAINGER
NO. 2P 355c
DRILL AND GROUT ~
INTO FLOOR SLAB 3/ 4 DIA. A307 THREADED
ROOS W/ NUTS ANO WASHERS
DRILL AND GROUT ~ 1'-()"
I
~ ( 1 /2" DIA. FOR FILTERS)
• • • 4
4 •
" • • • • •
4 • • •
" 7" tr' • " • ·1 • • • •
• I • " 4 •4 4 •
TANK/FILTER MOUNTING DETAIL
INTO FLOOR SLAB
• • • •
4 •
" • • • • 4 •
• " • • 4 •4 •
1 / 4" DIA. A307 THREADED
1/ROOS W/ NUTS ANO WASHERS
• l • • • • • 7" " ,r· • 4
4 4 •
•
PUMP BASE MOUNTING DETAIL
El ABBOTT
ABBOTT LABORATORIES. LAURINBURG, NC
1/4" STAINLESS STEEL
TUBE WITH ELBOW FOR
LEVEL SWITCH CONNECTION
FLOAT SWITCH
GRAINGER NO. 3L611
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.
St:M.J:
NOT TO SCALE
Radian Engineering Inc.
SUMP PUMP DETAIL NTS
..._,,..,
IDS _._.,.,
TSH
"'""'°"' JES ,..,......,
This drawing hos
been p repored under
my direct control and
personal supervision.
.... .,.VINlinTl.t
09JUN95 ....
09JUN95 .... CM IMWINI rtl1i
ot"SS/o+ ~ SEAL l-
19734
A(_.G) 0,r
Equipment Details
1 0JUL95 ............. -· ...,_ .... 705-015-01-02 u L.. ____________________________________________________________________________________________ ....._ ____________________ ..J... _____ .:"'=-=-::::=':.c•=-=-=•:..:""'::::.. _____ i._ ____ ....L, ____ ....1. _________ ..._ _____ --J, _ __J M-2 Oi BPG 12SEP95
; , l
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2-PHASE
EXTRACTION
WELL
(TYPICAL OF 7)
CONVENTIONAL
PUMPING
RECOVERY WELL
(TYPICAL OF 3)
-. . ~ . __ . ' • • .!..• •• _:. ,_, t
PACKAGED 2-PHASE EXTRACTION SYSTEM ,----------------------------------------------------7
I
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75 HP VACUUM
PUMP
SITE
Gt.ASS I
I
L-------,
UTILITY VAULT
(TYPICAL OF 2)
I
I SITE I Gt.ASS
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VAPOR
OIL/VAPOR
SEPARATOR
OIL
CIRCULATING
PUMP
AIR COOLED
AFTER COOLER
\
SILENCER
HI -7
INLET
SEPARATOR I
I
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\
TRANSFER
PUMP s
~
(~
WATER/VAPOR
HEAT EXCHANGER
~--~x1-,
LS
LO
CONDENSATE
FLOAT /VACUUM
CONDENSATE
COLLECTION
TANK
COOLING WATER
CIRCULATING
PUMP
OIL
FILTER
OIL/VAPOR
HEAT EXCHANGER
AIR COOLED
HEAT EXCHANGER
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r----------------------
*
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METERING
PUMP
SEQUESTERING
AGENT
SEDIMENT
BAG F,LTER
METERING
PUMP
CAUSTIC
l IN-LINE
STATIC
MIXER
pHT y
VENT TO
ATMOSPHERE
NEUTRALIZATION/
SURGE TANK
L ___________________ J SEDIMENT
SAG FILTER
FLOOR SUMP
BUILDING INTERIOR
COMBUSTIBLE GAS
DETECTOR
*
L£
. I
OPTIONAL (TO BE INSTALLED BY OTHERS) ,-----------------------,
VAPOR PHASE CARBON ADSORBERS
s s s s
L _______________________ J
INTERLOCKS:
0 ALL INDICATED ALARM CONDITIONS SHALL
CAUSE SYSTEM TO BE IMMEDIATELY
DEENERGIZED.
* INDICATES DATA
COLLECTION SYSTEM
VENT TO
ATMOSPHERE
C:¥l
C><I
181
V'1
0
0
ffi
KEY
BUTTERFLY VALVE
GLOBE VALVE
BALL VALVE
CHECK VALVE
Fl.OW TOT A LIZER
VAPOR FLOW COMPUTER
TEMPERATURE CONTROL VALVE
---tt-FLANGED CONNECTION
0 PRESSURE INDICATOR
0 TEMPERATURE INDICATOR
@ FLOW ELEMENT
1 SAMPLE PORT
8 INDICATES PANEL MOUNTED DISPLAY
ELECTRICAL LINES
INTERLOCK
INTERFACE WITH PERFORMANCE
DATA COLLECTION SYSTEM
PACKAGED AIR STRIPPER SYSTEM
I
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ATMOSPHERE
s
~ DIF J--'------------+--i p 1---<-*~ ',~~\ p
L-------------.
SILENCER
LOW PROFILE
AIR STRIPPER
LS lA
HIHt HI .....,,.___,
-,
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TRANSFER I
PUMP
L---------~~~-----------J
CONFIDENTIAL
This drawing and Information thereon Is
confidenlial o nd must not be made public
or copied unless duly authorized, and is
subject to return on demand. All rights
of invention ond design are reserved.
,c,u;
NOT TO SCALE
JOICie"D l'W
IDS
This drawing has
been prepared under
my direct control and
personal supervision.
. .,. -Vll«i mu:
02JUN95
s
DISCHARGE
TO POTW
ABBOTT ClN'"IDCNTUll.~ ~T't l!l:stJN'tv+M#Ofit Dr __,.., .... Process and
TSH 02JUN95 Instrumentation Diagram
Radian Engineering Inc. ~"' ....
ABBOTT LABORATORIES, LAURINBURG, NC CM~nt.£.•
JES 10JUL95
_,.. __ .,.
""'· _,," .. Tt 705-015-01 -02 P-1 0
"l----------------------------------------------------------------------------------------~---------------------'-----....:=-=c=c=.===;;__-----'------'------'----------'--------'----' BPG 12SEP95 ~rmrill-.uaca.Z111J
,: ··: ~.-: ·;: : :·•·; . ·; -.-
,! ; ..... ;.,1:.;.:.:
N ' ~ ~
ii ~ • <
PHASES FOR YARD PIPING INSTALLATION
1) INSTALL ALL 2-PHASE AND CONVENTIONAL PUMPING WELLS
2) DRILL AND INSTALL 12• STEEL CASING UNDER PLANT ROAD
AND DRAINAGE DITCH
3) INSTALL VAULTS V-1 ANO V-2
4) EXCAVATE YARD PIPING TRENCHES
5) INSTALL ALL PIPES, HEADERS, AND CONDUITS AS SHOWN
6) BACKf"ILL ALL PIPING TRENCHES AND EXCAVATIONS AS SHOWN
7) REPLACE ASPHALT ANO CONCRETE WHERE REQUIRED
INSET AREA 1
ASPHALT PLANT ROAD
LOADING
DOCK
I
~::;=~
\
2P-1
~-------~ I
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Proposed Treatment
Building 30' x 40'
EXISTING DRUM
STORAGE BUILDING
I I, ~---------~.~--------~---------------------------
12" Casing Borod U or
Roadway and Drain ge Ditch
j I ,,
2" PVC---.___ l! --.....,,
:I
•' ,,
'Z' PVC
\
1.5" PVC
RW-6
\
"
\
\-
\
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TRUCK
PARKING
---------------------,
V
2" High
/Effluent
PL.ANT ROAD
0
Density Polyethylene~
Discharge Line \.,)/
0
\
LEGEND
LOADING
DOCK
;',~.' ·-f. ,.
.,\
'
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WAREHOUSE
0
C MAIN PLANT BUILDl!'--,G
LOADING
DOCK D □:
MANHOLE
UGHT
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-----
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CONCRETE DITCH
FIRE
PUMP
HOUSE
GRAYEc
PAD
RIPRAP
\
2!P3;
I I, I I .. ·· y-2· PVC
II t·ro 20-, \\
,~W-4 ~ / ,,.. • • ; •• _ •• _ •• _ .1.s~v1,. _ •• _ •• ~
•¼J".,.,p=-~'"'~p=-=-3.,...._l,------,..-,·--.. -1~,... ... ··-····· ··········-· ·· ····-···4:.··Pvc:· ······-· ·········· ·· ····-· \
ZP-2
(
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PVC I BY OTHERS) ~ \
••,: BY OTHERS)
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CONCRETE DITCH --1--I -r:r-____ _
---------------, \ I I
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\
ASPHALT PLANT ROAD
Q., . ,
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•; 2P-3
2" PVC_/
t• PVC '' ·-·-·-·-·'"'·--·-·-·-·-·-·-·
INSET AREA 1
SCM..£.: AS SHOWN
j
ASPHALT PLANT ROAD
10 0 5 10
SCALE IN FEET
2P-7
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f--z ~ a..
f--...J <(
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□
:§:===
>---<
-+-
0
•
EXISTING CONCRETE
DRAINAGE DITCH WITH RIP RAP
CULVERT
FENCE
TREE
SHRUB
WOODS
PROPOSED EXTRACTION WELL
CLEANOUT
TREATMENT BUILDINGS. STRUCTURES,
ANO DISCHARGE LINE
2-PHASE EXTRACTION WELLS
AND HEADERS
CONVENTIONAL PUMPING WELLS
AND HEADERS I I
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LOADING
DOCK
DISCHARGE MANHOLE
40 0 ----20
SCALE IN FEET
q \ □
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□
a ABBOTT
ABBOTT LABORATORIES. LAURINBURG. NC
I .... ,
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CONFIDENTIAL
NOTES:
1 )
2)
3)
4)
VACUUM PIPING 4ND PUMP DISCHARGE LINES SHALL BE SCHEDULE 80 PVC,
NORMAL IMPACT, WITH SOLVENT WELD JOINTS. ALL JOINTS ANO JOINT
CEMENT SHALL CONFORM TO ASTM D2672 ANO ASTM 2564,
RESPECTIVIELY, AS WELL AS MANUFACTURER'S PRINTED INSTRUCTIONS
UNLESS OTHERWISE SPECIFIED.
TREATED WATER DISCHARGE UNE SHALL BE SCHEDULE 80 HIGH DENSITY
POLYETHYLENE (HDPE), WITH HEAT-FUSION WELDS. ALL FUSION WELDS
SHALL BE PERFORMED WITH HEAT-FUSION EQUIPMENT ACCORDING TO
MANUf' ACTURER'S PRINTED INSTRUCTIONS UNLESS OTHERWISE SPECIF'IEO.
ALL YARD PIPNG SYSTEMS SHALL BE PRESSURE TESTED FOR F'INAL
ACCEPTANCE. PIPING SHALL BE HYDROSTATICALLY PRESSURE TESTED AT
30 PSI MINIMUM FOR 4 HOURS. PIPING SHALL BE CONSIDERED ACCEPTABLE
IF PRESSURE DROP IN THE PIPE DOES NOT EXCEED 0.25 PSI THROUGH THE
DURATION OF THE TEST. THE CONTRACTOR MAY TEST SECTIONS OF' PIPE
DURING CONSTRUCTION FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT A
TEST PLAN INCLUDING EQUIPMENT AND PROCEDURES TO BE USED TO THE
ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BARRICADES,
FENCING, AND ANY OTHER NECESSARY SITE CONTROLS FOR EXPOSED
TRENCHING AND STOCKPILED WASTE MATERIALS.
5) ALL PAVEMENT CUT ANO REMOVED DURING YARD PIPING INSTALLATION SHALL
BE RESTORED TO ORIGINAL CONDITIONS.
This drawing has
This drawing and information thereon is
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 ore reserved.
been prepared under
my direct control and
personal supervision.
lruu ..,_.., am -mu .A.S SHOWN I IDS 05JUN95
m.r10Df1"tJII...-M..L li'IGHTS ltE~TY C.-DlaVN IY .... Yard Piping Plan TSH 05JUN95
Radian Engineering Inc. ocoo:tl"' .... CHI IIMWNi flL[,
JES 10JUL95 -... ...,VN ICL
-,,,var, .... 705-015-01-02 P-2
,CV.
0 WL_ ___________________________________________________________ .,__ ____________ --1... ___ _=:::::..:====;.__ __ _,L ___ ,__ __ -'---------'------L__J BPG 12SEP95 OMJI 11WlilL l'W. 8'111 CMUI mtt
.. ' . '
~
' ..
/
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4• PVC TEE CONNECTING
TO 4" PVC VACUUM HEADER
4" PVC WYE
CONNECTING TO 2P-3 /
4" PVC CROSS CONNECTING
TO 2P-4 AND ZP-5
NATIVE SOIL BACKFILL
4" PVC 4S ELBOW
/ FINISHED GRADE
<~~~~
4· PVC VACUUM LINE
(SEE NOTE 1)
4" PVC TEE CONNECTING
MAIN VACUUM LINE TO
TREATMENT BUILDING
\ 4'' PVC TEE WITH 4" X2"
BUSHING CONNECTING
TO 2P-2
VACUUM LINE PROFILE
NATIVE SOIL BACKFILL7
I
/ FINISHED GRADE /
/ I
<~~~'0
CONCRETE LINED \' CHANNEL \_ SAND PIPE BED
4" PVC VACUUM HEADER
COMPACTED SUBGRADE
2" PVC CLEANOUT
4" PVC TEE WITH 4" X2"
BUSHING CONNECTING
TO 2P-1
UNDERPASS DETAIL
VACUUM LINE PROFILE
VAULT V-1
1 t' CRUSHED STONE
VAULT BED
3'-0'"
3'-9"
FINISHED GRADE
1 .10"
(
N 2" PVC CLEANC JT r::::c=-:-i
4" PVC CROSS CONNECTING
TO 4" VACUUM LINE L_2'-3" MAX . ._]
2" PVC CLEA,-. OUT
r 2P-4 WELL VAULT
F"INISHED GRADE
I
1 NA TIVE SOIL
/ 2P-5 WELL
3'-5" ....__
VACUUM ANO DISCHARGE
LINES TRENCH SECTION
I
2" PVC VACUUM LINE_; 2" PVC VACUUM LINE
r 2P-7 WELL
\
4' X2" PVC BUSHING
SANO PIPE BED
~COMPACTED SUBGRADE
VACUUM LINE PROFILE
SCALE: 1-"' I o·-IJ
1" ELECTRICAL CONDUIT ,NATIVE SOIL BACKFILL
1" PVC PUMP / 3· NA TUR AL GAS LINE
VAU/LT FINISHED GRADE p /
1
.1r DISCHARGE LINE /I (APPROXIMATE DEPTH) 1 2" PVC VACUUM LINE .' \
r;:-G:------------::-------j-----1 L.. ___________ __,;_~L------+----------~-V:,_:AULT V-2 13·-o· r ~------~~~==~ ~ ~ \ s•lo-~~A%~
<%~~'0: L....._~ <~~~'$
-NATIVE SOIL BACKFILL
SAND PIPE BED
VACUUM AND DISCHARGE
LINES PROFILE
EXISTING ASPHALT DRIVEWAY
\\
\_ COMPACTED
ELEV. 271'~
SUBGRAOE
12" CRUSHED STONE
VAULT BED
24" RCP STORM DRAINS
(APPROXIMATE DEPTH)
2" PVC CLEANOUT 2P 6 WELL VAULT r TO BE CUT THROUGH GRAVEL PAD
~==~~=-,,Ir-, /r'~
3
-;-,_[0;;:~:-------f-;--2-"-PV_c_v_A_C_u_u_M_L_IN_E_1ZZZ:'.222Z/ZZZ:,---------'-/ __ F_IN_I_S_H_ED_G_R_A_D_E------r,zzr--------T---~~~T-;;:~;;:---rr
7 (~«<.-'«~< s·-o· ~ s·-o" 0 3'T 0 .. 0 s·-o·
\_ SAND PIPE BED
SUBGRADE
VACUUM LINE PROFILE
SCALE: 1" • 10·-o'"
\
\_ 8" FIRE WATER
(APPROXIMATE DEPTH)
~~-<(~-<'¼ ''\: /'\, J'\,"/
COMPACTED
SUBGRADE
NATIVE SOIL BACKF"ILL
4" PVC 45· ELBOW
NATIVE SOIL BACKFILL
CONCRETE LINED CHANNEL
(CUT AND REPLACE)
BASE GRAVEL
.. ' •• l-, ,,_ • •
I : • •• < • < ••
~MIN.
3" PVC VACUUl,I Llf'T LINE
~ITH 4"X3'" BUSHINGS
~«~~
CONCRETE THRUST BLOCK 4" PVC VACUUM HEADER
4· PVC 90-ELBOW
CONCRETE THRUST BLOCK
NATIVE SOIL BACKF"ILL
METALLIC PIPE
LOCATING TAPE
1 " PVC ELECTRICAL
CONDUIT
1.5· PVC PUMP
DISCHARGE LINE
4" PVC VACUUM LINE
SAND PIPE BED
VAULT V-2
ELEV. 271'
12" CRUSHED STONE
VAULT BED
ND'MU nJt
SMID PIPE BED
FINISHED GRADE
3•-0·
DRAINAGE DITCH
UNDERPASS DETAIL
NATIVE SOIL BACKFILL
METALLIC PIPE
LOCATING TAPE
F'INISHED GRADE
NATIVE SOIL BACKFILL
3'-9" 1 .. PVC ELECTRICAL 3'-4-1 /2" METALLIC PIPE
LOCATING TAPE
1·[
CONDUIT
1.5· PVC PUMP
DISCHARGE LINE
2" PVC VACUUM LINE
SAND PIPE BED
L_2'-3" MAX._]
INSTALL CAST IRON
FRAME AND COVER
AS SPECIFIED
VACUUM AND DISCHARGE
LINES TRENCH SECTION
2'-0"
SCALE· ,~ .-1 · -<1'
NATIVE SOIL BACKFILL
2" SCH 80 PVC
rHOSE BARB/COUPLING
/
/ 2· HOPE PIPE
L--f;¼:;::;:;::i::it==::::::=== FROM TREATMENT -BUILDING
NON-SHRINK
GROUT SEAL <~\~~~
~8 -0" SAND PIPE BED
COMPACTED
SUBGRADE
2" SCH 80 PVC PIPE
PIPE CLAMP ANCHORED
TO MANHOLE WALL
,.r Z: PVC VACUUM LINE
SAND PIPE BED
VACUUM LINE TRENCH SECTION
FINISHED GRADE
4' IN.
SAND PIPE BED
NATIVE SOIL BACKFILL
METAWC PIPE
LOCATING TAPE
t' HOPE PUMP
DISCHARGE LINE
DISCHARGE LINE TRENCH SECTION
NOTES:
-.: ·.•.·O·-··.· ... . . ' . . ". . ..
.;a.__ ~ ----11,,..._ :-.a...:.. ----"---.:. .....:.....:a..
• • • I • •• '• ; • ~ • • ► • • •.
•t • • • • • : ... : •. •• • • •
DISCHARGE MANHOLE PENETRATION DETAIL
SCALE: NT"S
CONF'IDENTIAL
This drawing and Information thereon Is
confidential and must not be made public
or copied unle,s duly authorized. and is
subject to return on demand. All rights
of invention and design an, reserved.
SCH.£
AS NOTED
1 )
2)
All PIPE TRENCHES SHALL BE EXCAVATED TO THE INDICATED
DEPTH. THE TRENCH FLOOR SHALL BE COMPACTED AS
REQUIRED USING THE EXCAVATOR BUCKET.
All PIPING SHALL BE PLACED ON ANO COVERED WITH A
GRANULAR SAND BEDDING MATERIAL AS SHOWN.
3) ALL VACUUM LINES ANO HEADERS SHALL BE PLACED WITH
A MINIMUM, CONSISTANT SLOPE OF 0.5::'..
4) ALL PIPE TRENCHES SHALL BE BACKFILLED WITH MAXIMUM
12" UF'TS ANO COWPACTED.
5)
6)
CONTINUOUS METAL PIPE LOCATING TAPE SHALL BE PLACED
IN ALL PIPE TRENCHES 1' ABOVE THE TOP or THE
UPPERMOST PIPE.
SOIL SHALL BE COMPACTED TO 907. S
IN THE YARD AREAS AND TO 957. ST
UNDER ROADWAYS AND DITCHES.
This drawing has
been prepared under
my direct control and
personal supervision.
OCSKiM:111 11' .. ,. .....,,,.. mu
IDS 09JUN95
ABBOTT Cl'.N'lDENTIAl.-#IU. "IGHT5 IPC~TY Of' ,_._ IT .. n: Yard Piping Details a TSH 09JUN95
Radian Engineering Inc. ouxaa, .. ,.. ABBOTT LABORATORIES, LAURINBURG, NC <Ml-MU,
JES 1 OJUL95 _,.., ---""· ......... " .. Tt 705-015-01-02 .:,L----------------------------------------------------------------------------------------------'-----------------------'--------="'-'-=-"'-'-=cc....c_;;_ _____ ....., ____ ..J... ____ _._ _________ ..... _____ _.__-..J P-3 BPG 12SEP95 0 am.. ll5llllll( ,. ... ta.JII n:19
..
' ..
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SCH. 80 PVC WYE
WITH THREADED
. .
CLEANOUT (TYPICAL OF 4) .r-..:......1
t' SCH. 80 PVC
ELECTRIC.t.L CONDUIT
(ELIECTRICAL CONDUIT
BRANCHES TO 1" LINES
TO WELLS RW-5 .t.ND
RW-6)
2" SCH. 80 PVC
PUMP DISCHARGE LINE
NATIVE
NON-SHRINK
GROUT SEAL
2" PVC PUMP
DISCHARGE LINE
t' SCH. 80 PVC PIPE
. .
•
. .
4
. .
2" SCH. 80 PVC
VACUUM LINE
0
• 4
WATERTIGHT ELECTRICAL
JUNCTION BOX EQUIPPED
WITH REED-STYLE HIGH
LIQUID LEVEL SWITCH
NON-SHRINK
GROUT SE.t.L
6'
SCH. 80 PVC WYE
WITH THREADED
CLEANOUT (TYPIC.t.L OF 3)
3" SCH.
V.t.CUUM
2'' SCH. 80 PVC
ELECTRICAL CONDUIT
80 PVC
LINE\
\
PIPE SUPPORT
. . 2" SCH. 80 PVC
. .
t'
r--,
• . . • . . .. .. .
METAL LADDER
RUNGS CAST
INTO W.t.LL . 4
• •
RECAST CONCRETE
WATERTIGHT VAULT
PUMP DISCHARGE LINE
PIPE SUPPORT
PRECAST CONCRETE
WATERTIGHT VAULT
VAULT V-2 DETAIL PLAN VIEW
SCALE: NTS
. . . . i
I
VAULT HIGH
LEVEL SWITCH 4
3" SCH. 80 PVC VACUUM LINE\
3" SCH. 80 PVC TEE ..
WITH THREADED PLUG
3" SCH. 80 PVC WYE .
' s '"'""' \
"U'' BOLT
PIPE HANGER .J
VAULT V-2 DETAIL PROFILE
$C.l,l£; NfS
~ ~ '-1/.'-0:'"«'-0:'-~~~'«: ~~~« >--Y>-: /,'-ij.· "
NON-SHRINK
·GROUT SEAL
6' 6'
TEEL CASING BORED UNDER
ROADWAY AND CONCRETE DITCH
1 t' MINIMU!.1 CRUSHED
STONE VAULT BED
1
..
.
•
. •
• . 4
.. • ' .
1 -I /2" PVC PUMP
DISCH.t.RGE LINE
24" I.IANWAY ..
( .
MET AL LADDER
RUNGS CAST
INTO WALL ~ •
. . . . . 4 . .
VAULT V-1 DETAIL PLAN VIEW
SCAl£: NT$
.. . . .
f .
3" SCH. 80 PVC TEE
1-1 /2" x 3" BUSHING
"u" BOLT ,
. 0
.
NON-SHRINK
GROUT SEAL □
PIPE HANGER
"If' BOLT
6' ------------1
VAULT V-1 DETAIL PROFILE
SCALE: NTS
. .
WATERTIGHT ELECTRICAL
JUNCTION BOX EQUIPPED
WITH REED-STYLE HIGH
LIQUID LEVEL SWITCH
1" SCH. 80 PVC
ELECTRICAL CONDUIT
1" x 2'' BUSHING
3" SCH. 80 PVC
ELECTRICAL CONDUIT
6'
NON-SHRINK
GROUT SE.t.L
4" SCH. 80 PVC PIPE
TO TREATMENT BLOG.
\ 3" SCH. 80 P~
\_ ELECTRICAL CONDUIT
3" SCH. 80 PVC PIPE
TO TREATMENT BLOG.
t' x 3" BUSHING
4" SCH. 8D PVC TEE
t' PVC PUMP
DISCH.t.RGE LINE
1 '
2 1/4"
I
I
'
2'' SCH. 80 PVC
THREADED ADAPTER
WITH PLUG
PLAN
2· SCH. 80 PVC PLUG
8"
GROUT SEAL
I
I , I
i
••
2'' SCH. 80 PVC r THREADED ADAPTER
GALVANIZED STEEL
CLEANOUT COVER
z• SCH. 80 PVC PIPE
TYPICAUY 3'
PROFILE
I" PVC ELECTRICAL
CONDUIT
4"X2"X2" WATERTIGHT
ELECTRICAL JUNCTION BOX
1/4" 316 STAINLESS
STEEL TUBE/CONDUIT
1/4" 316 STAINLESS
STEEL COUPU NG
1/4"X1/8" 316 ST.t.lNLESS
STEEL REDUCER
1'' DIAMETER POLYPROPYLENE
REED-STYLE ,LOAT SWITCH
AND STEM
(Mcl.lASTER-CARR NO. 48075K73)
SCH. 80 PVC
BUSHING
2'' SCH. 80
PVC ELBOW
AS REQUIRED
NOTES:
1 )
2)
3)
4)
5)
CLEANOUT DETAIL
CONDUIT/PIPE VAULTS TO BE 6'X6'X6' PRECAST CONCRETE.
12" STEEL CASING TO BE BORED FROt.l V.t.ULT V-2 TO V-1.
CASING INVERT SHALL BE 5' BELOW GRADE AT V-2 ANO 6'
BELOW GRADE AT V-1.
EACH VAULT SHALL BE EQUIPPED WITH 24" MANWAY, COVER,
.t.ND LADDER.
INTERIOR .t.NO EXTERIOR SURFACES OF AU VAULTS SHALL BE
TRE.t.TED WITH WATER PROO, COATING AND ALL PENETRATIONS
SHAU BE SEALED WITH NON-SHRINK GROUT.
VAULT HIGH LEVEL SWITCH DETAIL
LAND SURF.t.CE AROUND V.t.ULT V-1 SHAUL SE GRADED TO
FACILITATE DR.t.lN.t.GE P.t.ST THE VAULT TO THE DR.t.lN.t.GE
DITCH.
3" x 4" OFFSET REDUCER
1 t' MINIMUM CRUSHED
STONE V .t.ULT BED
-""
a ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
SCALE: HTS
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. .t.11 rights
of invention and design are reserved.
'"'-" NOT TO SCALE
C.Dlf"[DEMTIAI.-M.L ~JCi,IT$ ffESDl'Vt.lH'tllJ"Ctf'I' Cf'
Radian Engineering Inc .
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7)
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CLEANOUT CASING SH.t.UL BE 20 GAUGE GALV.t.NIZED STEEL
WITH W.t.TERTIGHT COVER.
TOP OF CLEANOUT SHALL BE FINISHED t' ABOVE GRADE.
McM.t.STER-C.t.RR SUPPLY COMPANY SLOTTED CH.t.NNEL PIPE
SUPPORT STRUTS AND ACCESSORIES SH.t.UL BE USED TO
SUPPORT PIPING IN VAULTS AS INDICATED.
PROVIDE EACH VAULT WITH A PLAC.t.RD STATING:
"CONFINED SP.t.CE -NO UNAUTHORIZED ----...
This drawing hos
been prepared under
my direct control and
penonat supervision.
DArt --mu: 06JUN95 .... Yard 06JUN95 .... CAIi ... ..,.. nu,
1 0JUL95 _, ...
~l,SSIQ+,
Q "°< ~ SE.II.I.
19f34 I
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Piping Details
_,..,..
'"" 705-015-01 -02 P-4
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-T
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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
...
z·
I •
SCALE: NTS
GRAVEL VAULT BED
24"
_[rr---r-,c-~~-
/,1// 1//
..______ BENTONITE SEAL
4" CASING
SAND PACK
10'-15'
SHALLOW 2-PHASE WELL
WELL CONSTRUCTION
SCALE: NTS
KENT C-700 POSITIVE
DISPLACEMENT FLOW lol[TER
1· SCH. 80 FLOW
MOLD PVC PIPE
36"
TO TREATlolENT __ _
. 1
. .
. .
I ·I
• !
• .
26" -------------
1· PVC TEE .. . . • •
1'' BALL VALVE ------::t:J;:= 1" TO 1/4" BUSHING -• AND 1/4" HOSE BARB
.. . .
DEEP CONVENTIONAL PUMPING WELL
WELL CONSTRUCTION
SCALE: NTS
2" MIN. j
I
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6" TYP.
1 / 4" FLEXIBLE
POLYETHYLENE TUBING
I SWING CHECK VALVE
I .. GLOBE VALVE
PRECAST CONCRETE
WELL VAULT
1/4" VENT
6" TYP,
LIQUID FILLED PRESSURE
GAUGE 0-200 psi
1• TEE
1 /2" PVC ELECTRICAL CONDUIT DRILLED
AND TAPPED INTO WELL HEAD
WATER TIGHT ELECTRICAL JUNCTION BOX
PVC FLANGE WITH 1" FEMALE
NPT FULL COUPLING
--NEOPRENE GASKET
SUP ON FLANGE FOR
SOLVENT WELD CONNECTION
1· PUMP DISCHARGE
1· SCH. 80 PVC ELECTRICAL
CONDUIT
BUILDING ·------------,_ __ __/-
: I
TO CLEANOUT
36"
1-1/4" TO 2" SCH, 80 PVC BUSHING~
SEAL GAP BETWEEN DISCHARGE PIPE
AND VAULT BOTTOM WITH CHEMICAL
RESISTANT CAULK
,,,
..
z· Pl PE ~
2" SCH. 80 FLOW MOLD PVC PIPE
\
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I \ i
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SHALLOW 2-PHASE WELL
WELL CONSTRUCTION
SCALE: NTS
2" MIN.
I
. 4 •
6" TYP.
•
•
1-1 / 4" CLEAR WIRE REINFORCED FLEXIBLE PVC
TUBING WITH 1-1/4" MALE CAM-LOCK COUPLING
LIQUID FILL£0 VACUUM GAUGE (0-30 in Hg)
DRILLED AND TAPPED INTO WELL CASING
1 /2" BALL VALVE
1-1 / 4" FEMALE CAM-LOCK COUPLING
1-1 / 4" BUTTERFLY VALVE
LIQUID FILL£□ VACUUM GAUGE (0-30 in Hg) _i..:_+--DRILLED AND TAPPED INTO WELL CASING
4
4
. .
PRECAST CONCRETE
WELL VAULT
6" TYP.
1 /2" SCH. 8D PVC AUXILIARY AIR INLET
ASSEMBLY DRILLED AND TAPPED INTO
WELL CASING
1 - 1 / 4" THREADED PLUG
1-1/4" SCH. 80 PVC TEE
FLANGE WITH 1 -1 / 4"
FEMALE NPT FULL COUPLING
NEOPRENE GASKET
SLIP ON FLANGE FOR >-i-=-=~-=~-=--=--==~~--t---SOLVENT WELO CONNECTION
SEAL GAP BETWEEN WELL CASING c:s=~ AND VAULT BOTTOM WITH CHEMICAL
I
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k===f-___ RESISTANT CAULK
4" CASING
1-1 / 4" STRAW CUT AT TO POWER ___ ~===============1r .L _l-, SUPPLY I li---L..../
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GRUNDFOS REDI-FLO 4 5E_
ELECTRIC SUBMERSIBLE PUMP
SUSPENDED ' ABOVE
/,,,,-BOTTOM or WELL CASING
TO TREATMENT
BUILDING
-..._,>---TO ~
---( (~ CLEANOUT :
---l ____ J--I
45' 1 ' ABOVE BOTTOM OF WELL
CASING
DEEP
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CONVENTIONAL PUMPING WELL
WELL CONSTRUCTION
SCALE: NTS
NOTES:
1) ALL SHALLOW 2-PHASE WELLS SHALL BE INSTALLED USING HOLLOW
STEM AUGER METHODS AND ALL DEEP CONVENTIONAL PUMPING WELLS
SHALL BE INSTALLED USING MUD ROTARY TECHNIQUES.
2) WELL SCREEN AND CASING SHALL BE INSTALLED THROUGH THE AUGER
STEM.
3)
4)
5)
6)
7)
8)
SAND Pit.CK, BENTONITE. ANO GROUT SHALL BE PLACED FROM THE
BOTTOM UP,
TOP OF ALL WELL VAULTS SHALL BE FINISHED 3" ABOVE GRADE.
WELL VAULTS SHALL BE PRECAST CONCRETE WITH WATERTIGHT,
LOCKING COVER.
ALL WELL SCREEN SHALL BE WIRE WRAPPED STAINLESS STEEL
ALL WELL CASINGS SHALL BE STAINLESS STEEL WELL HEAD PIPES,
ANO FITTINGS SHALL BE SCHEDULJE 80 PVC.
ALL VALVES ON SHALLOW 2-PHASE WELLS SHALL BE SCH. 80 PVC,
9) ALL VALVES ON DEEP CONVENTIONAL PUMPING WELLS SHALL BE BRONZE.
10)
11 )
ALL CAM-LOCK COUPLINGS SHALL BE ALUMINUM.
THE DEPTH OF WELL INSTALLATION WILL BE DETERMINED BY THE RADIAN
FIELD GEOLOGIST. SHALLOW WELLS WILL BE TERMINATED WITHIN THE
CLAY LENS PRESENT AT 15'-25' BLS. DEEP WELLS WILL BE TERMINATED
WITHIN THE CLAY LENS PRESENT AT 70'-80' BLS.
El ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
SHALLOW 2-PHASE WELL
WELL CONSTRUCTION
SCALE: NTS
CONFIDENTIAL
I I
\~
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.
AS NOTED
Radian Engineering Inc.
,.,_,.,
IDS ___ ,,
TSH
□--Jin
JES .......,...,
This drawing has
been prepared under
my di reel control and
personal supen,ision.
.. Tt JaAWIN:i fITL.£
06JUN95 Extraction Well .. ,.,
Construction 06JUN95 and Piping
.. n: tAOIIMVMF"'LEI
10JUL95 _,.., _,.
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,,, o:m,-r-.111r1ra.ame '°L_----------------------------------------------------"--------------'-----======-------'-----'-----l---------'-----'--705-015-01-02 P-5 0 BPG 12SEP95
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OPTIONAL CARBON ADSORBER
HEADER SYSTEM
(TO BE INSTALLED BY OTHERS)
16' PVC COMBINED 2-PHASE/
AIR STRIPPER EXHAUST
DUCT SUSPENDED FROM
ROOF BEAMS
GARDEN
HOSE SPIGOT\
-.
J----------------OPTIONAL VAPOR PHASE
_ CARBON ADSORBER
(TO BE INSTALLED BY OTHERS)
4" PVC 2-PHASE
EXHAUST DUCT PACKAGED
Z.-PHASE SKID
SEQUESTERING
GI
; -l"'GEN(jT, r cAusTlc
~ , 1 f, PVC AIR STRIPPER
EXHAUST DUCT SUSPENDED
\ FROM ROOF BEAMS
l' PVC TANK
VENT LINE
NEUTRALIZATION/
SURGE TANK
\
0
PACKAGED/
Al R STRIPPER
:,: u z ...
ID
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3
..
~ 4" AIR STRIPPER
AIR INLET
VAPOR /EXHAUST DUCTS PIPING PLAN VIEW
SC>,L£: , / 4-" • l' -(j"
r:====================~-------id
•
2
0
•
3 0
PACKAGED
_ 2-PHASE SKID
1
SEQUESTERING
-AGENT I I CAUSTIC 60
PIPE
RACK
STATIC MIXER
FLANGE CONNECTION
ADAPTED TO AIR STRIPPER
FEMALE SLIP JOINT
UOUID/2-PHASE PROCESS PIPING PLAN VIEW
SCAlE; 1/~ • 1'-0'"
PACKAGED
/ AIR STRIPPER
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..
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1" WATER LINE FROM
ADJACENT DRUM SHED
'1'
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3" BALL 1/ALVE r PI/C UNION
3" BALL VALVE\
t' xr BUSHING
0
0
S' PVC
CROSS
3" BALL I/ALY[
't' PIIC PIPE
-◊i,
1
□
BAG FILTER PIPING DETAIL
't' PI/C UNION\
l' PI/C PIPE \
t' ELBOW \
SCAI...£: l'-ll'S
CHEMICAL
INJECTION PORTS
PI/C UNION
3" PI/C INLET FROM
2-PHASE SKID ANO WELLS
IN-LINE
STATIC MIXER 1" PVC SUMP
PUMP DISCHARGE
r9
T 0 ATMOSPHERE
-◊i
, ,
2
LJ □
c-J TRUE UNION PVC BALL VALVE
WM FLEXIBLE TUBING
~ CAM-LOCK COUPLING
r9 rQ-i
I
D □
OPTIONAL VAPOR PHASE CARBON ADSORBERS PIPING DETAIL
(TO BE INSTALLED BY OTHERS)
3'' FLANGE
2" PI/C RETURN COOLING
WATER FROM 2-PHASE SKID
r9'
3
LJ
f'ROM
2-PHASE
3" PI/C PIPE 3" PVC _j
45" ELBOW 3" PVC PIPE
2" PI/C COOLING WATER
TO 2-PHASE SKID
NOTES:
2)
3)
4)
BAG FILTER PIPING DETAIL
CONTRACTOR SHALL INSTALL ALL PUMPS, TANKS,
PIPING, DUCT WORK, AND OTHER ASSOCIATED
EQUIPMENT SHOWN. ITEMS DESIGNATED AS
"PACKAGED" SHALL BE ASSEMBLED BY OTHERS.
BUT CONTRACTOR SHALL BE RESPONSIBLE FOR
PROPER INSTALLATION. PLACEMENT, AND
CONNECTION.
ALL PIPE WORK NOT ASSOCIA ITD WITH THE • PACKAGED"
UNITS SHALL BE SCHEDULE 80 PVC. ALL I/ALVES
SHALL BE BRONZE UNLESS OTHERWISE INDICATED.
ALL HARD PIPING RUNS ABOI/E GRADE SHALL BE SUPPORTED
EVERY 4' USING McMASTER-CARR STRUT CHANNELS AND
ACCESSORIES.
ALL HARD PIPING RUNS ALONG FLOOR SLAB SHALL BE
ANCHORED EI/ERY 4' USING 2-HOLE 304 STAINLESS STEEL
PIPE STRAPS,
5)
6)
7)
,...._.,..
a
SWING CHECK 1/ALYE
\" BALL VALVE
WITH PLUG
GLOBE 1/ALYE
~ '1' X 1" BUSHING
r Pvc To AIR I t=====y-STRIPPER TRANSFER f'UMP
NEUTRALIZATION/SURGE TANK PIPING DET41L
1 / 4" FLEXIBLE TUBING FROM CHEMICAL IIAETERING PUMPS
SHALL BE SUPPORTED ALONG THE NEUTRALIZATION/SURGE
TANK USING ADHESII/E-BACKEO NYLON CLAMPS (McMASTER-CARR
PART NO, 2978T63) AND AT PIPE RACKS USING 2-HOLE
GALVANIZED PIPE STRAPS.
ALL HOT AIR FROM 2-PHASE HEAT EXCHANGERS SHALL BE
VENTED THROUGH GALVANIZED DUCT.
ALL CONTAMINATED EXHAUST FROM THE 2-PHASE SKID,
NEUTRALIZATION/SURGE TANK, ANO AIR STRIPPER SHALL BE
SCHEDULE 40 PVC,
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.
"""-£
AS NOTED
ABBOTT c:tN"1llOITIM...-N..L RIGHT':$: R£~TY 17'
A880TT LABORATORIES, LAURINBURG, NC Radian Engineering Inc.
D[tlGJCI IY
IDS
1111'1,...,. IT
TSH
C<Ckl::I • .,
JES _,,,
BPG
This drawing has
been prepared under
my direct control and
personal supervision.
""" __,,_ING TTl\.C
09JUN95
"""' 09JUN95 .... ---
l t \
Process
10JUL95 -...
.. Tt 705-015-01 -02 12SEP95
Piping
__ ,..
,tv,
P-6 0 EDD llMil.f ,_, 11111 ~ mR '-----------------------------------------------------------------------'---------------.......J,----======-----'----,..l,_---.l.-------.,L_---__J _ _j
-T ••• ••• -, ... . ,,:•, \: ' . '. _,::
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ru •
~
' ~ / ~ ~
1 / 4· ID STAINLESS
STEEL TUBING
DRILL AND TAP BORED
THROUGH (BT) SWAGELOK
MALE TUBING CONNECTOR,
SEAL WITH GLYPTAL PAINT
OR EQUIVALENT
F'LOW DIRECTION
I/ 4• ID TUBING F'ROM
CHEMICAL METERING PUMPS
\
3" PVC PIPE FROM FILTERS
TO IN-LINE STATIC MIXER
CHEMICAL INJECTION PORT DETAIL
r-Z" BALL VALVE 2" PVC COOLING WATER 2• SWING CHECK VALVE-, / RETURN FROM 2-PHASE SKID
~---+-----i'--/ ___ -r-----i
2" PVC COOLING WATER
TO 2-PHASE SKID
l3-PVC DISCHARGE LINE F'ROM
2-PHASE SKID AND PUMPING WELILS
NON-SHRINK GROUT
PIPE RACK DETAIL
1· PVC SUMP PUMP
DISCHARGE LINE
UNISTRUT PIPE RACK
COW PONE HTS
1 /2" THREADED ROD WITH
NUTS ANO WASHERS FOR
LEVELING
~ (SEE DETAIL A SHEET M-2)
OUTER WALL PANEL
GLASS FIBER INSULATED PIPES
WITH ALUMINUM JACKETS
NATIVE SOIL
BACKFILL
I
2' -Q"
2" HOPE TUBING
TO MANHOLE
SAND PIPE BED
24" X I 2" X ,
CONCRETE PAD
\_ COMPACTED
SUBGRADE
•
• •
•
•
INNER WALL P4N[L
INSULATION
18"
•
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: MTS
/ROOF PURLIN
EAM CLAMP
THREADED ROD
--..,.-y~ ( 3 / 4" -1 0)
HANGER ROD
EXTENSION
2" PVC DUCT FROM
SURGE/NEUTRALIZATION -\
T4NK VENT
STEEL HANGER STRAP
(1'' -14 GA)
\
SERIES OF BUSHINGS
FROM I!> TO t'
UNISTRUT PIPE RACK
COMPONENTS
J 16" PVC DUCT
TYPICAL PVC EXHAUST DUCT HANGER
SCALE: NTS
LI-BOLT
2" PVC PIPE
18"
PIPE RACK DETAIL
SCN.E, NT'S ....,. ... .,.
El
OUTER WALL PANEL
GLASS FIBER INSULATED PIPES
WITH ALUMINUM JACKETS
4" X3" REDUCER BUSHING
4· V4CUUM
LINE TO 2-PHASE
MECHANICAL SEAL
INSULATION
3" ELECTRICAL CONDUIT
TO CONTROL PANEL
7'-(1'
5'-Q"
2•-0"
NATIVE SOIL
BACKFILL
3" VACUUM
LIFT LINE
• •
• •
•
INNER WALL P4NEL
24" X 12• X ,('
CONCRETE PAD
• •
t' PUMP DISCHARGE UHE
4• X3" REDUCER BUSHING
CONCRETE THRUST BLOCK
3'-0"
VAULT
V-1 \ SAND PIPE BED
\_ COMPACTED
SUBGRAOE
PRQflL£
INFLUENT PIPING FROM YARD TO BUILDING
4" PVC VACUUM HEADER
TO 2-PHASE SKID
3" ELECTRICAL CONDUIT
TO CONTROL PANEL ""\
•pT _ __,,_, -,----\
'--s
MECHANICAL
SEALS
3" PVC PUWP DISCHARGE LINE
TO TREATMENT SYSTEM
1 '-0"
INNER WALJL PANEL
INSU TION
OUTER WALL PANEL
BUILDING SLAB
GLASS FIBER INS ULA TED PIPES
WITH ALUMINUM JACKETS
ABBOTT
ABBOTT LABORATORIES, LAURINBURG. NC
CONCRETE PAO
i---2'-Q" ----1
PLAN VIEW
INFLUENT PIPING FROt.l YARD TO BUILDING
CONFIDENTIAL
This drawing and information thereon ls
confidential and must not be made public
or copied unless duly authorized, and ls
subjec1 to return on demand. All rights
of invention and design are reserved.
""'-' AS NOTED
a:N"UEITIAl.•111.J. l!lCiff:!i M:~l' rlf
Inc.
,.,_, ...
IDS _ ... .,
TSH
oca<DIY
SCM.£: NT5
This drawing has
been prepared under
my direct control and
personal supervision.
.... -mu:
06JUN95 .... Process 06JUN95 .... ---Piping Details
lll ____________________________________________________________________________________________ _j _____________________ L ____ ___!O:!!~~-~,~-~-~-~•,!!-~-----L_::_..:__.J... ____ ..... _________ .._ _____ ....__~ !
Radian Engineering JES 10JUL95 _,,.. __ ..,
'""· _,,,_., .... 705-015-01-02 P-7 0 BPG 12SEP95
' "' /
~
~ ~ <
480-120/240V
PANEL " p'' 25 KVA
480V 0 0 -@ 3 PHASE ~70A 2P 4 WIRE ,---
SERVICE 0 ® ~20A IP )
~ ~ INTERIOR
0 LIGHTING -
,----...1 SOA 3P 2-PHASE ~
PACKAGE
0 Lr',40A 3P CD AIR STRIPPER '
300A
0
480V 3P4W 4QQA MLO
SQUARED
PART NUMBER DESCRIPTION
HCM2364-4 INTERIOR
HCJ264TS FRONT w /DOOR
FROM CIRCLIT
#23, 24, DR 25
L2 Ll
HC32648
KA36150
FA320JO
FA36020
FA.36015
FA26040A8
FA 14020C
BOX
150A JP
30A 3P
20A JP
15A JP
40A 2P
20A 1P
HAND OFF AUTC
30 AMPERE
CONT ACTOR
FRANKLIN NOTE 6
PUMPTEC+
Ll
) MAIN 'JOG PUMP
OVERLOAD
START VDG
OVERLOAD START CAP
START RELAY
,---NOTE 3
~
CONTROL
NOTE
RUN CAP
TO PUMP Rw'-1, Rw'-2, OR Rw'-3
0 PACKAGE
,----._ 1 SA 3P •
,,-....15A 3P SPARE
~ (2_V "'15A 3P
"'40A 3P @
0! ,~20A IP '-' EXTERIOR
480VAC 3P4W :_,GHTING
400A MLO
R',J -1
FRANKLIN PUl'P
PUMPTEC+ CONTROL
I I I I
7
ASSEMBLE FROM
COMPONENTS, 4X4
\./IRE\./ AY, AND
12X12 PULL BOX.
TYPICAL OF THREE IN \./ELL CONTROL PANEL
lvFD-110 0 TRANSFER
3 PUMP
G ~ VENTILATION !vFD-~ . 1~2 FAN @) ~ i HEATER
KW '---"
WE~L CO~TR □ L PANEL
R',J-2
FRANKLIN PUMP
PUMPTEC+ CONTROL
' i
I I ' I '
'
I I
\./ELL CONTROL
...,_, .... A'IJ-Z RUN R\J-3 RUN
® @ ®
..-, ..-, ,.-,
~D®AUTO i-w.® AUTO HNitD®AUrc
!
1
• -.1
PANEL ,, L',
,.------. 150A 2P
FRANKLIN
PUMPTEC+
I I
,,.---..,20A 2P
,,.---..,20A 2P
r"'-20A 2P
,,-.._ 20A 2P
r"'-20A 2P
~20A 2P
,,-.._ 15A lP
,-.__ 1 SA 1P
.~ 15A IP
15A IP
20A 1P
r', 20A IP
r', 20A 2P
120/240VAC 1P 3W
200A MLO
R\J-3
PUMP
CONTROL
I I
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8 RW-1
@ 1
WELL PUMP CONTROLS RW-2
@
@
SEE DETAIL @
M RW-3
@
@ 8 M RW-1
FUTURE @
WELL PUMP CONTROLS M RW-2 ®
@ @
M RW-3 ~ ~ INSTRUMENT /CONTROL POWER #1
® INSTRUMENT /CONTROL POWER #2
,
'-----,/ METERING PUMP #1
@
METERING PUMP #2
@
BUILDING UTIUTY RECEPTACLE
G BUILDING UTILITY RECEPTACLE
® BUILDING SUMP PUMP
a ABBOTT
A8BO1T LABORATORIES. LAURINBURG, NC
CONDUIT AND WIRE SCHEDULE
LINE CONDUIT /WIRE SIZE FROM TO
CD 3.s·c. 4-SOOMCM SERVICE PANEL P
(]) 1.o•c, 2-e.4 PANEL P TRANSFORMER PRIMARY
0 o.s•c, 2-•12 PANEL P NTERIOR LIGHTS
0 ts•c, 3-•110 PANEL P PACKAGE SKID
® 0.75'C, 3-•8 PANEL P PACKAGE STRIPPER
0 o.s•c, 3-•12 PANEL P VARIABLE FREQ DRIVE •1
(2) o.s•c, 3-•12 VFD •1 TRANSFER PUMP
@ o.s•c, 3-•12 PANEL P VARIABLE FREQ DRIVE •2
,--
(22) o.s•c, 3-•12 VFD •2 VENTLATION FAN
~ (23) 0 75" C, 3-#8 PANEL P ROOM !£ATER
© 0.5"' C, 2-# 12 ROOM HEATER ROOM !£ATER TI-ERMOSTAT
(S) o.s•c. 2-■12 PANEL P EXTERIOR LIGHTS
@) o.s·c, 1-■e TRANSFORMER SYSTEM GROUND
SECONDARY ~-l~J ts•c, 3-a110 TRANSFORMER PANELL
SECONDARY
@)\ @} o. 1s•c, 8-•12 PANELL WELL CONTROL. CABINET
!NOTE 1l @1
(29) o.s·c. 2-a12 PANEL I. NSTRUMENT/CONTROL •1
<NOTE 2l ~
@) o.s•c, 2-•12 PANEL I. NSTRUMENT /CONTROL r.!
<NOTE 2)
® o.s•c, 2-■12 PANEL I. METERtlG PUlof> •1
(32) o.s•c. 2-•12 PANEL I. METERtlG PUlof> •2
~
@) o.s•c, 2-■12 PANEL I. BLDG UTLITY RECEPT •1
,,-.._
(_34)
~
o.s•c, 2-■12 PANEL I. BLDG UTUTY RECEPT •2
(41) ·-0 75"C. 3-#10 WELL CONTROL PUMP •1 <RW·1> <NOTE 31
(42) 0.75"C. 3-# 10 WELL CONTROL PUMP •2 <RW-2> <NOTE 31 ·-@) 0.75"C, 3-#10 WELL CONTROL PUMP "3 <RW-31 (NOTE 3)
'JOTES:
1. PROVIDE 240V POWER TO THREE PUMP CIRCUITS PLUS 120V POWER
FCR CONTROLS. SEE PUMP CONTROL PANEL DETAIL
2. DIVIDE LOAD EQUALLY BETWEEN THESE TWO CiRCUITS_
3. WIRE TO 3E 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
RE~TING 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 and information thereon is
confidential and must not be made public
or copied unless duly authorized, ond Is
subject to return on demand_ All rights
of invention and design are reserved.
NONE
CM'"lDOITIAL-M..L /tlG1TS Jlt:SDf'vE.ir-+tdrOiil fJY
,.,_,, IY
WHM ..... "
BRK
0€DD"
This drawing has
bean prepared under
my direct control ond
personal supervision.
..... --mu: 29AUG95
,on: Electrical
29AUG95
.. n: CAI _,,VPG nt,L
One-Line
Radian Engineering Inc. AFF 21SEP95 """'""' ... _,,,., .... 705-015-01-02 JJW
and Details
IMWJNG IC. ...,,
E-1 0 ~ 1CDDlMllt-&11ra.aBJ111 Ul__------------------------------------------------------------------------------~-----------------~------'-"-----•--'--C----"C~-"--------'------'-----.1..----------'---------L-___J 26SEP95
' 'i .·
EXTERIOR NORTH ELEVATION ROOM STATUS
17
SERVICE
CONTROL PANEL
1
~
COT'S
~ DISCONNECT -I I --,--.....l=i__ __ ;::::_ __ ....1=L..:..:.::....::T:i::.:.::..::.:__L_ _ __(=------------------------~I-----------_J __ _l__ __________ ~__;_~_J MAIN ,_I __ _
' '
WHO
0 I I I I to·~ ,H Ii) () V V I I I ' 'I I I I )I PERSONNEL rt--n----JC-PANEL p 12' OVERHEAD DOOR DOOR ~--~
LI I p~ t.L bH I I I I
) I ~ I '(
I
L._1,.,/ I//
&~ \
\
\ :r.-,@ \
\
\
\
\
\
\
\
\
INTERIOR EcECTRICAL ELEV'ATION -POWER
\
3" EMT FROM PUMP
CONTROL PANEL FOR
PUMP POWER AND
VJ,,--FLOAT SWITCH ALARMS
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
2" EMT FROM PUMP CONTROL V GUTTER TO CONTROL PANEL
FOR INTERCONNECTING WIRING.
\
\
\
\
\
I
SUMP PUMP POWER
(IN FLOOR)
CONDUIT FOR SUMP
HIGH LEVEL SWITCH
BELOW FINISHED FLOOR
,--------. .
I
I
I
I
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0
L _________ _
CONTROL PANEL
HOFFMAN A-12
,________.□
DAMPER /EXHAUST DETAIL
"""3--' LOUVERS
FLOOR DRAIN _,,,,--STYLE 36" x36" ~ TO SUMP /
\
' \
i
0
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0
-
I "
..J.
~Q
•
' ' '
\
\ ', I ~v ...__ __ ____:."::'.-----~1L------+-/------------_.::::====:t===~-00
rfiT\ ;'T\
( i
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"'/ ~
L c----~ I (--/ y +--1 tt--+--+--< ~ LJ '( ' u
I '
r
I> ' ' !
I
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~,--rfrn!-'--'-'~__,_(¥''----'1 r /~f' ',
V \._ , BAG FILTER // i?ENSO \ '-4----....._ /_ --,OUSINGS '--....---'
I I i
t::;:::==========:=:::;::::1---'~,. '~:=:::,,,.c./____;__t-l..__,-:::QF:::::-~---:;:~:::::-1 --;:/T\::::;--+,1-I _____ .\-\------~, f
IQ'..__/\ __ / CH~ _J
<( FLEXIBLE I-w COUPLING-0
,-I
(f) ,A ::, ~ <(
:i:: X DAMPER ~ OPERATORS
a:: w ~ "--DAMPERS ~
<(
0 L
q
DAMPER/LOUVER NOTE:
SIZE DAMPER ANO LOUVER FREE
AREA AT A .tlNIMUM Of 150% OF
RADIATOR AREA. DAMPERS TO
OPERATE OPPOSITELY: EXHAUST
DAMPER TO CLOSE AS RECIRC
DAMPER OPENS. PROVIDE
DUPLICATE SYSTEMS FOR THE
TWO RADIATORS. PROVIDE
DUCTWORK SUPPORT AS REQUIRED.
i
I I
I I
/J
3'' PVC CONDUIT UNDERGROUND _/
TO VAULT #1 FOR PUMP POWER
ANO FLOAT SWITCH ALARMS.
---
,---, r---,
I I I I
I I I I
L..-~ 1,..._...J
PANEL "?"
480V
EMERGENCY
EXIT
i
PANEL "L"
120/240V
'\,, /11~-
~/ 1
I L "
NEUTRAL!ZATION/J '--~..J~TRANSFER
SURGE TANK PUMP
COMBUSTIBLE GAS <LEU
MEASURING SYSTEM
PLAN VIEW
' 0
2 0 2
SCALE IN FEET
PRCPMED rut
2" NIPPLE BETWEEN
CABINETS. WIRING TO BE
SUPPLIED BY CONTRACTOR
AND CONNECTED TO DATA
-LOGGER BY ENGINEER .
CABINET TO INCLUDE:
1) VAPOR FLOW COMPUTER
2) DIGITAL FLOW INDICATOR
AND TOTALIZERS (2)
~) DATA LOGGER
") AUTO DIALER
PROVIDE DOUBLE DUPLEX
RECEPTACLE INSIDE
CABINET; SOURCE IS CIRCUIT
/130 (INSTRU.tENT /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 ANO
CONNECTED BY ENGINEER.
□ TELEPHONE
~
I
I
I
I
I
I
I
I
I
I
I
I
' ' oO ~
~
METERING
METE~ TRANSFORMERS I-
' I
DISCONNECT I
I
I
0 I
I
I
-----------------------~
EXTERIOR NORTH ELEVATION
CONFIDENTIAL
This drawing and Information thereon Is
confidential ond 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.
,c,,u;
AS SHOWN IICIGN<DIT
WHM
This drawing hos
been prepared under
my direct control ond
personal supervision.
. .,. DMYING TtTU:
15SEP95
El ABBOTT C[H"U:l;HTIAL-N..i. RJGffS l!CS0tVO-f"IU"DTY IY' _,, .... Equipment Layout and Details BRK 15SEP95
ABBOTT LABORATORIES, LAURINBURG, NC Radian Engineering Inc. OCDO llT ....
AFF 21SEP95 CAO-nu, _,..,, ........ "' """· """"""" ....
DMD......C,-.9111C'Jalal7M JJW 26SEP95 705-015-01 -02 E-2 0
"' ' ~ /
~ ~ al .. < /
' I
EXTERIOR
LIGHT
ABOVE
DOOR
I
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~
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ll p"
II p"
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(1 2 Ci:
I
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() t:, AIR FLOW
I
WALL MOUNT
UNIT HEATER
20 KW
'
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6
/
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"--COMBUSTIBLE GAS (LEL)
MEASURING SYSTEM
EXTERIOR
LIGHT
PLAN VIEW
" p" / EXTERIOR
LIGHT FIXTURE
ROOM smus /
CONTROL PANEL\ ~
(BELOW LIGHT) \
lhl~, ~ / MAIN I
PERSONNEL
i---I /\ DOOR
r--) ' -3
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-
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2 0 1 2
SCALE IN FEET
--MIi
a ABBOTT
ABBOTT LABORATORIES, LAURINBURG, NC
CONFIDENTIAL
EXTERIOR LIGHTING:
150 WATT HIGH PRESSURE SODIUM WALL MOUNTED FLOODLIGHT WITH
PHOTOCELL ANO LAMP FOR 277V OPERATION. GENERAL ELECTRIC
WM7S15S OR APPROVED EQUIVALENT.
INTERIOR LIGHTING:
INDUSTRIAL FLUORESCENT FIXTURE WITH 2 96" HIGH OUTPUT LAMPS TO
COMPLY WITH NATION,\L ENERGY CONSERV,\TIQN LAWS ,\NO AMENDMENTS
CURRENTLY IN EFFECT (NAECA 1988, EPCA 1987). 277V INPUT. FUSED, wm; WIRE GUARD. COLUMBIA MODEL Kl296-H0-277-FF4-LG2 WITH
F96T12HO LAMPS OR AN APPROVED EQUIVALENT. I.IOUNT AT 10'E
ABOVE FINISHED FLOOR.
TELEPHONE:
PROVIDE 3/ 4" CONDUIT FROM EXTERIOR or BUILDING NEAR ELECTRIC
SERVICE TO TWO POINTS WITHIN BUILDING AS SHOWN. INCLUDE PULL
STRING. v = TELEPHONE
SUMP PUMP, CONTROL SWITCH, HIGH LEVEL SWITCH:
SUMP PUMP TO BE GRAINGER/TEEL CATALOG 2P355C, 230V. PUMP
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 W"TERPROOF 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 hos
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.
been prepared under
my direct control and
personal supervision.
SCM..[ DUD€1 P .. .. --mu AS SHOWN WHM 24SEP95
CCN"IIIOfflM..-""U. .QGHT:S l!l!:SDt'w'£l)-fl'IIQ1CIHY rT --" .... Equipment Layout and
BRK/WHM 24SEP95
""""° "' .... ,..,.._,.._.,
Details
Radian Engineering Inc. AFF 24SEP95 _, ... -"' ""'· __,,,,. .. n: 705-015-01-02 uL-------------------------------------------------------------------------------------~------------------~--------~-~--------'------'-----....__ ________ ..._ _____ ...._ __ E-3 JJW 26SEP95 0
UJ11J1 ll'.lllllll • lllftl cm..91 mm
. . ;1 ·,,
• ' w / ~ ~ al ..
~ ,
LEL
SENSOR SOUTH ---
POWER FROM PANEL ,, L"
N
l CIRCUIT #1
ON OFF ,),.
XO~l -~ 0 0
Ll INSTRUMENT
_,, I
RESET
LSH-l €r--1 --1 f--
lSR
1
1 &' ' ' ' LSH-2 €)------1 f--
lCRf fr ' ' ' LSHH e---j f--
!CR3
'I tr I I ' LSH-N ,-_ --1 f--&
ICR4 @-I I
I I
' PS81 ,,--., --1 f---G & '1~1J @-I I ' PSB2 -G---1 f--
I 1CR14 I @-'' I I
' VFD-1 DRIVE FAIL & --1 f--
lCR!>
SYSTEM ON
HIGH LEV EL
VAULT • l
HIGH LE VEL
2 VAULT •
HIGH LE VEL
SUMP BUILDING
HIGH LE VEL
N[UfRAL! ZATIDN TANK
HIGH PRE SSURE 3AG
FILTEr1 #1
HIGH PRE SSURE BAG
2 FiLTER #
TRANSFE
DRIVE F
;'! PUMP
>IL
LEVEL
TRANSMITTER
LT1
pH
TRANSMITTER
pHT
LEVEL )OUTTR
PQ\,1£R CL T\00)
LEVEL CONTROLLER AND
MINIMUM SHUTOFF
t++--:--ffiill-----j L
KX::::}(::J + LC 1
N t-------t VFD-1 TR.A.NSFER PUMP DRIVE
+ t--f',----j---\..___jl ----------------------f --~
f---Y----+---1cou ----------------------,---1 coul G
OPEN ONG f---'----+---1 ,c;,NIOOI -------------------------i GND!
LOW LEVEL 1CR"
TRANSFER PUMP DRIVE RECEIVES
CONTROL FROM LEVEL CONTROLLER
LC 1 . LOW LEVEL CAUSES DRIVE
TO STOP (VIA ENABLE CONTACTS)
LOW LOW LEVEl. SETS ALARM -------------------------□ ENABLE INPUT
-------------------------D CLOSE ON
LOW LOW LEVEL
1CR10 c_ ___ _
L N
+ pHC
ON OFF G
CAUSTIC pH CONTROL • CLOSE ON ON pH BELOW
SETPOINT
CR1
pH AIARU
CLOSE ON
LOW LI"IT
1CR12 pHVALUE
A
1CR11 2CRU
COMBUSTIBLE GAS DETECTOR:
SENSIOYNE POISON RESISTANT CATAl YTIC 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 ANALYlER WITH MODEL fU20
UNIVERSAL Ph/ORP SENSOR FOR 3/4" NPT MOUNTING. JOHNSON YOKOGAWA
CORP, NEWMAN GA 30265-1040 (404-254-0400)
NEUTRALIZATION TANK LEVEL TRANSMITTER
DEL/I VAN ELECTRONICS MODEL 41 D CAPACITANCE PROBE LEVEL SENSOR/
TRANSMITTER WITH A PROBE LENGTH SUFFICIENT TO REACH WITHIN 'L 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
YOKOGAWA UNIVERSAL CONTROLLER MODEL UTJ7 WITH INTERNAL LOOP
~OWER SUPPLY FOR THERMOCOUPLE, DC CURRENT, OR DC VOLTAGE
INPUT AND OC MILLIAMPERE AND RELAY ON-OFF OR TIME PROPORTIONING
OUTPUT, '!OKOGAWA CORP OF AMERICA. NEWMAN GA 30265 ( 404-253-
7000. ~EVICE IS SUITABLE FOR ALL FOUR CONTROU.£RS.
TELEPHONE ell.ALER
PHONETICS, INC. SENSAPHONE MODEL 1104 AUTOMATIC TELEPHONE
DIALER. PHONETICS, INC. ASTON PA 19014 (610-558-2700)
tr '' I I SUPPLY FROM re-' 1().l f-------t----, L ' VF"D-2. DRIVE FAIL & --1 f--
1cr7 @-I '
I 12A L N
{ E:1---Cc, ,,-COMBUSTlBLE
GAS (LEU
' ,¥' OCTECTOR
CONTROL UN[T
CLOSE RISE -~ ' I'
1CR7 -½~ ' '
' '
2CR7
12A ! : f---C----
2CR6
: f---[}-- - -
2CR8
: f---[}-- - -
I ' I I ---
-0----
-Er 1CR8 )'ZL ' ' I I A,
' ' 3CR7 3CR8 e-' ' 'I
' ' ''
i
12A ' -L "
1CR9
TC1 + ,v + TEI I ~,
VENT!L.AnON
j__ G FAN
CONTROL G
2CR9 r:
12A I r-L " TC2 JCR9
I Of + EXHAUST/ + I ,A ' TE2 R(CIRC
G DAMPER ~ CONTROL G
' I
l
' I i
PANEL "L",
EXHAUST
DRIVE F
FAN
AIL METERING
CIRCUIT
COMBUS, IBLE GAS
R DETECT□
LEL ALA RM
------
------
--0---9;)--, LE L HIGH ✓---------'
v--• I ,----, A EXHAUST FAN FAIL
------c-----;A EXHAUST FAN ON
------------~--~
------------------0---, H START EXHAUST FAN
------------------D---9
I
'
,f7 -
COM
ROOM STATUS
PANEL
VFD-2 VENTILATION FAN DRIVE
-------------------------~ DRIVE WILL RECEIVE SPEED COMMAND
-------------------------1 COMj FROM TEMPERATURE CONTROLLER (TC1)
UNLESS CR9 IS ON. WHE;J CR9 IS ON
GNO -------------------------i GNO I SPEED COMMAND WILL SWITCH mm~ TC I
-------------------------l+1ov1
-------------------------E]
(4-20ma CURRENT) TO MAXIMUM (10V
IN A RANGE OF 0-1 OV). MODIFY
CONTROL TO SUIT THE DRIVE
FURNISHED
DAMPER POS,TIONERS ( 4 UNITS)
_ri_ ----------------------r -@
COM ------------------------I COM!
CND --------------------. --I GNO I
POSITIONERS ON EXHAUST-RECIRCULATION
DAMPERS RECEIVE CONTROL INFORMATION
FROM OUTPUT OF tMPERATURE CONTROLLER
#2 WHEN CR9 IS ::>N. OPENING CONTROL
CIRCUIT, DAMPER POSITIONERS WILL MOVE
TO FULL EXHAUST, NO RECIRCULATION
POSITION.
#1
DATA COLLECTION EQUIPMENT CABINET
PROVIDE A SECOND CABINET TO Tt1E RIGHT OF ANO ADJACENT TO THE
CONTROL PANEL FOR DATA COLLECTION EQUIPMENT. TERMINATE CIRCUIT
#30 (INSTRUMENT/CONTROL POWER #2) IN A DOUBLE DUPLE)( RECEPTACLE
INSIDE THIS CABINET. SEE LOCATION ON DRAWING E-3.
=
h+-+1+--------------f---N PUMP 'N7
ON OFF :JCRU
H)A X f-------t--L
SE~UESTERING
AG NT ON
2CR13
'-------l+f---___;_=c::,__::,;_: ____ --:-::-c----+--N
ON OFF AUTO 2CR14
XOO
7CRM 0 ~ f-L-0------oox
4CRU
5CRM
I
□
3CR1
3CR2
3CR3
3CR4
3CR5
3CR6
5CR7
2CR10
2CR12
3CR13
3CR14
6CRM
SUPPLY TO RECEPTACLE FOR
CAUSTIC METERING PUMP.
SUPP!...Y TO RECEPTACLE FOR
SEQUESTERING AGENT
METERING ;JUMP.
WELL CONTROL RELAY
LOCATED IN WELL
CON-ROL PANEL
ENABLE CONT/ICTS FOR
2-PHASE SKID
E~JABLE CONTACTS FOR
AIR STRIPPER SKID
INPUTS FOR
AUTODIALER
---""
El ABBOTT
ABBOTT LABORATORIES. LAURINBURG, NC
0 0 0 0 0 0 0 0
0 "i \,j 0 0 0 0 0 0
CONTROL PANEL LAYOUT, 36" x 36" CABINET
HOFFMAN STYLE A-12 OR EQUIVALENT
PROVIDE ENGRAVED LAMINATED LABELS
CONFIDENTIAL
This drawing and Information thereon Is
confidentiol and must not be mode public
or copied unless duly outhorized, and is
subject to return on demand. All rights
of invention and design are reserved.
'°""' NONE
Cl>¥11lCNTUll.-llLL lffliHT:S IIC~TY Qr
_..,
WHM -n
BRK
acaon
This drawing has
been prepcred under
my direct control ond
personal supervision.
.... -mu
29AUG95
Jan:
29AUG95 and .... ,.._..,..
0
0
Ladder Logic
Interconnections
Radian Engineering Inc. AFF 24SEP95 """""' ... _,..
_,., .... 705-015-01-02 E-4
....,,
0
UL----------------------------------------------------------------------------------------'---------------------'-------------------'-----~----~--------~------'--~ JJW 030CT95 D.:>I Tlllllll.l,... ani ca.JIii ma
' ~
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TOP VIEW
SCALE. 1· • 1•-<f
s•-o"
I I LlrTING LUGS ...I
(TYPICAL Of 2)
~ ~
/ . // '-,",
I I \ \
(( \\
\ I ) I ' / \,\\. //
"-.. "-./ ...___ /' --
CARBON STEEL LEG
INTEGRAL TO TANK
(TYPICAL OF 4)
FRONT VIEW
SC.ILL 1• • 1·-(1'
L
,I -•
0 ,--8'"
F
F
3'-8"
4'-6" •·-r
F
F
NEUTRALIZATION/SURGE TANK CONNECTION SCHEDULE
PORT DESCRIPTION .s!z.E
A WATER INLET PORT (2) 3.o· ANSI 150 lb
FLANGE WITH DOWN FILL
B WATER OUTLET PORT 3.0" ANSI 150 lb
FLANGE
C I VENT 3.0" ANSI 150 lb
' FLANGE
D pH SENSOR PORT 2.0" FEMALE NPT
HALF COUPLING
E MANWAY 24.0" ANSI 150 lb
' FLANGE i
F LEVEL SWITCH PORT I .a• FEMALE NPT i HALF COUPLING I
ALL CONNECTIONS SHALL BE SCH. 40 PVC OR STAINLESS
STEEL AND PROPERLY GASKETED TO PREVENT LEAKAGE.
C
3· ro7 6"
2'" COUPLING (D) r
\ SITE ~ ""'-'"
GLASS
VALVES
I I I
0
A
r-c©f
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
J LJ
f---------1 ·-0· -----.I
B
BACK VIEW
SCALE: ,~ • 1 '-<f
6"
A
7'-0"
a ABBOTT
ABBOTT LABORATORIES. LAURINBURG. NC
TANK
BASE
LEG
PLATE -\
I I
\
\ \
"-.-1-✓
I
/
/
~
45· ~ /
/ ~
/
/
/
/
/
/
/
/
/
/ 2'-6"RAOIUS
BOLT CIRCLE
~
~ 1 /2"
BOLT
'-
' '-..
FOOT PRINT AND BOLT PATTERN
SCALE. 1· "" 1'-d'
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 ANO CONNECTIONS
TO TANK MANUFACTURER. ACTUAL TANK SHALL BE
ASSEMBLED ANO 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 to return on demand. All rights
of invention and design are reserved.
:c...£ AS NOTED
CIH"1DOH1M. --1rU. IQGO"S CSDVC~f'Y CF
DtSIGIG IT
IDS ........
TSH
O<EDU IY
'""' ~w1H6 TtTU
09JUN95
..n: Tonk
09JUN95
.. n: CM .. .,a.. r--u,
DIA.
HOLE
Layout
Radian Engineering Inc. JES 1 OJUL95 _,..,_
_,,,.,.. IY ""' 705-015-01-02
and Details
JftlP,VM 1G .....
T-1 0 uL.__ ________________________________________ ~ __________ _i___ ___________ _L __ ~~~~~--__J__::::.:.._:::__J__:_::_::::::.._:~ _____ _j__ __ ___J__J BPG 12SEP95 lOUD 11:Mii ,_ Ultl llllUII U7W
1 •
r I I,