NCD980557656_19991101_NC State University (Lot 86 Farm Unit 1)_FRBCERCLA RD_Groundwater Remediation System-OCR

SITE LOCATION
REENSBO
ASHEVILLE
40
WILMINGTON
N
NORTH CAROLINA
SITE LOCATION MAP
ID-ATLANTIC
ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
INDEX OF DRAWINGS
DRAWING NO. DRAWING TITLE
1
2
3
4
5
TITLE SHEET
SITE PLAN AND PIPING LAYOUT
PROCESS FLOW DIAGRAM
PIPING AND INSTRUMENTATION DIAGRAM
TREATMENT SYSTEM LAYOUT AND DETAILS
6 WELL CONSTRUCTION DETAILS
7 TRENCH CROSS SECTIONS
8 FENCING DETAIL
AO
A1
A2
A3
E1
LEGENDS AND CODE SUMMARY
FLOOR PLAN AND FOUNDATION PLAN
FLOOR PLAN AND ELEVATIONS
WALL SECTION AND DETAILS
ELECTRICAL ONE LINE, CONDUIT AND CABLE
SCHEDULE
E2 CONTROL LOGIC AND PLC INPUT/OUTPUT
DIAGRAM
E3 PANEL SCHEDULES, CONTROL PANEL LAYOUT
AND LOAD CALCULATIONS
.r _ -....__-DETAIL/SECTION DESIGNATION
2 , ____ DRAWING NUMBER WHERE DETAIL/
3 4 ,_ SECTION IS SHOWN
"-------DRAWING NUMBER WHERE DETAIL/
SECTION IS IDENTIFIED
,,,,.~-..:-----DIRECTIONAL VIEW OF SECTION "tIJ: SECTION DESIGNATION
DRAWING CONFIDENTIAL: THIS DRAWING AND ALL
INFORMATION CONTAINED THEREON IS AND SHALL
REMAIN THE PROPERTY OF MID-ATLANTIC ASSOCIATES, P.A.
AS AN INSTRUMENT OF PROFESSIONAL SERVICE. THIS
INFORMATION SHALL NOT BE USED IN WHOLE OR
PART, WITHOUT THE FULL CONSENT OF MID-ATLANTIC
ASSOCIATES, P.A.
0
SCALE VERIFICATION
THIS BAR REPRESENTS
ONE INCH ON THE
ORIGINAL DRAWING:
2"
USE TO VERIFY FIGURE
REPRODUCTION SCALE
TITLE SHEET
NORTH CAROLINA STATE UNIVERSITY LOT 86
GROUNDWATER REMEDIATION SYSTEM
RALEIGH, NORTH CAROLINA
-•r;--:-c::-1,--;_:7,-··,::-,--,.~.-.--·-r.~:_:_~r,,--:;:-:-;;-;-.:-;--:,;-;~-?:,;..··~;-:-:·..-~ ";,i "· -~ --. ;~ .... :if·';•:\~-~:•;, ,·,;
. .•",'••:· '.:'!.•1··••:,:•1••···•··••·•,t,' ''." ·•:!1'!•''.'"lf)"·· ,.,, .... -., ',\'-l'f'"",'," ''1 ,-.. ,~-I
·;" '.,.' :'•,, .. •,.•, , ·; ,,··:-•· ' . •_'. :,:• :••.•:•:'·.)•.'' ': :'.'',' ,:\'.'_:\.' ••:. '.'.-•; ;:: •',,' • ! ' ' , ,' .' .'1 ,.i_., ,.' -:~./ ''. .' I
' .
OLO TR.WllY ROAO
STATE
FAIRGROUNDS
LOT 86
SITE
~ REX HOSPITAL
~d ~t-----------------=--:::::,--------------' LAKE BOONE TR4/L ~
~
CHAPEL HILL ROAO
SITE VICINITY MAP
DRAWN
BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
DATE: NOVEMBER 1999
JOB NO: 099R0769.00
CAD #: 01-076901-D05
DWG NO: 1
1 GPM
1
,....,
ELECTRIC
WELL
PUMP
RW-1
... ~
1 GPM
2
ELECTRIC
WELL
PUMP
RW-2
lYPICAL OF 11
1 GPM
3
ELECTRIC
WELL
PUMP
RW-3
ID-ATLANTIC
A S SO C I ATE S, P.A.
Engineering & Environmental Solutions
REFERENCE:
' ;
(WATER)
(WATER)
(WATER)
1.
DISCHARGE TO ATMOSPHERE
6
12-15 GPM LOW PROFILE (WATER) 5 CARBOND"' 7 I 4
HOLDING AIR STRIPPER ',. DISCHARGE
TANK \ / "'-/ ' TRANSFER
TRANSFER PUMP
PUMP
:::E c..
C)
~
~
MASS BALANCE OF CHEMICAL COMPOUNDS -NCSU LOT 86
PROCESS STREAM I.D. RW-1 RW-2 RW-3 RW-4 RW-5 RW-6 RW-7 RW-8 RW-9 RW-1D RW-11 AVG. INF. EFFLUENT OFF GAS
WATER FLOW (gpm) 1 1 1 1 1 1 1 1 1 1 1 15 12-15 0
AIRFLOW (scfm) 0 0 0 0 0 0 0 0 0 0 0 0 0 600
COMPOUND CONCENTRATION (ug/L) (lb/day)
BENZENE 10,000 5,300 12,000 75 1,200 1,200 7,000 300 2,700 3,000 1,500 4,025 <1 0.727
CARBON TETRACHLORIDE 1,000 2,800 3,000 25 500 500 2,100 3 1,400 1,000 500 1,166 <1 0.211
CHLOROFORM 58,000 49,000 87,000 4,000 11,000 17,000 60,000 50 25,000 2,500 1,200 28,614 <1 5.170
METHYLENE CHLORIDE 7,000 2,500 12,000 200 600 500 5,000 8 1,250 5,000 2,500 3,323 <1 0.601
TETRACHLOROETHENE 500 500 1,000 40 1,000 1,000 250 3 250 250 125 447 <1 0.081
ACETONE 10,000 8,200 30 50 65 4,000 3,500 25 2,000 1,000 50 2,629 660 0.391
BROMODICHLOROMETHANE 3,000 100 100 5 50 50 250 2 50 2,500 1,200 664 <1 0.120
1 ,2-DICHLOROPROPANE 4,000 500 18,000 25 1,000 2,000 12,000 40 250 1,400 700 3,629 <1 0.656
1, 1,2-TRICHLOROETHANE 1,000 500 100 2 150 300 2,700 1 250 125 60 472 <1 0.085
TRICHLOROETHENE 5,300 1,000 5,500 20 1,500 2,200 1,300 10 500 1,200 600 1,739 <1 0.314
TOLUENE 250 200 250 10 20 20 225 15 40 100 25 105 <1 0.019
MANGANESE 7,800 7,900 8,000 1,100 7,000 7,000 4,000 140 4,000 4,600 2,300 3,671 3,671 NA
ARSENIC 100 150 200 100 100 100 100 50 75 75 60 76 76 NA
IRON 900 330 73 350 1,000 1,600 1,000 400 870 80 80 456 456 NA
TOTALS 108,850 78,980 147,253 6,002 25,185 37,470 99,425 1,047 38,635 22,830 10,900 51,015 4,863 8.374
NOTES:
1 gpm = GALLONS PER MINUTE
2 scfm = STANDARD CUBIC FEET PER MINUTE
3 ug/L = MICROGRAMS PER LITER
4 lb/day = POUNDS PER DAY
5 MASS BALANCE ILLUSTRATES CONTAMINANTS OF CONCERN. OTHER CONTAMINANTS MAY BE PRESENT.
6 CONCENTRATIONS PREDICTED IN THIS MASS BALANCE ARE BASED ON INITIAL EXPECTED LEVELS OF CONTAMINANTS.
7 EFFLUENT AND OFF GAS CONCENTRATIONS FOR ORGANICS ARE BASED ON NORTH EAST ENVIRONMENTAL PRODUCTS MODELING SOFlWARE Ev2.1.
8 STRIPPER INFLUENT (HOLDING TANK EFFLUENT) METALS REDUCTION HAS BEEN ESTIMATED AT 25% DUE TO SETTLING. THIS REDUCTION IS REFLECTED IN THE AVERAGE INFLUENT VALUES
FOR MANGANESE ARSENIC AND IRON.
9 NA = NOT APPLICABLE
FLOW DIAGRAM PROCESS
NORTH CAROLINA
GROUNDWATER
RALEIGH,
STATE UNIVERSITY LOT
REMEDIATION SYSTEM
NORTH CAROLINA
I
'
86
DRAWN
BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
DATE: NOVEMBER 1999
JOB NO: O99RO769.OO
CAD #:O1-O769O3-DO5
DWG NO: 3
:
BUILDING ,--------------------------------------------------------------------------------------------------------------------------7
I I
I I
I I
: DISCHARGE TO STACK :
I I
I ,. I
I ,. I I
"
INTERLOCKS l---1, RECOVERY WELl.S
fil
I
LOW PROFLE
AIR STRIPPER
(AS)
300
~
.. •
SKID MOUNTED AIR STRIPPER MANUFACTl.lRED BY NORTHEAST
ENVIRONMENTAL PRODUCTS, INC.
SYSTEMS (MODEL 2641) OR
APPROVED EQUAL
BLOWER (B)
I 301 I 2" HOPE
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'»/4• ~1 lUIMIW-1 TUC-ft-I ~•~ ____ _,_1"_;SC°"H~80"--'"HDo,:P.:.E ____________________ ---t-_ll-{}----(::, 5'• -., ,... IIXll1-------ill"::Jif-----Q----llI1---~
bl
INTERLOCKS RE:rxNER'l1
WELL PUMPS, TP-201
BLOWER-301 111>-M
l--+---..-lta1I,---------!
1 ~-ND-Ell' DISCHARGE I l~iS<:ilf----lli'::::Jlt-----tt~----
FLAr FACE/
"
IH-RW-1 lUD-M-2 111:-RW-a ~4"d'
_____ _,_1·_,s,,,c,.,_H _,,80"-'-'HD:::.P..:.E ________ ~..._-lf--l}----l.i,.,J-,¥;.i•-i-;;-;;-;;.,i"ii,......---IIXll1-------ilf"::JII-----Q--tllf---1---+--
I
I
I
"
HOLDING
TANK
(HT)
200 I
0 YL 19
1P 1P ,
TRANSFER
PUMP (TP)
~
EFFLUENT
lllANSFER PUMP
(Ell')
302
Afl20 CARBON UNIT
WI™ 180 POUNDS OF
A620 MEW.
FROM PE 1
I
I
I
I
2111 r---------------------------------------------------__________________ J
..., ~ "' ~ ., "' !;I !;I z z ~ ~
g ... 0 "' 0 0 ~ ~ ~ ~ • • --
RW-1 RW-2
I ,w•· ~ TID--Rl4 111:-RW-1 31,-.r
,......!--"'"'-'"'-"""--"...__.;...I -llf-i..J----1:, 514--., ,... IIXll1-------ilf"::JII-----Q--tlll---•
c>
1 " SCH 80 HOPE
l ...,
~ .,
!;I z ~
~ ..,
0 ~ ~
• -
RW-3
ZI al ~I~
"I" ~I :;a c 1o zC
01i5
I~
I --I I :;a 18 I ;;::
I 'z' I --I
I~
15
IZ
INFLUENT
MANIFOLD I 1DO I
TYPICAL OF 11
" l----------------------------------------------~
BUILDING
ll'ITERLOCKED BY AIR
STRIPPER BLOWER FAIWRE t__ __________ .1.... __________ _...,_ __ ---\ HIGH LEVEL IN AIR
STRIPPER, AND LOW FLOW
CONTROLLER
TYPICAL OF 11
ID-ATLANTIC
AS S O C I ATE S, P.A.
Engineering & Environmental Solutions
REFERENCE:
INSTRUMENTATION DIAGRAM
STATE UNIVERSITY LOT 86
REMEDIATION SYSTEM
NORTH CAROLINA
PIPING AND
NORTH CAROLINA
GROUNDWATER
RALEIGH,
•··· .,' ~ ~ r r' ·' ', : . ·, ·, I --, • _,, .• ' I
' j • ,, 't ', 'I ' '' > ' ' I
.. := ·:' :r ~: .. ,_·-?·:;·:-.· ,: t••; ·::· ... : . :'.:.:. :·.:= it_·, ·:: .... _<1' ( .. ,. , .. , .. ,. .... ·.! ·r, 1 T.<:·· ..... \~ :'" ,.·: ~·,
VAPOR IXl
c,lc:i
WATER --M--. ,.,
~
SKID LIMIT 1\J&-AS l!i:9:1!1
BY-AS * '!UC-AS l!N!I
CV-AS N
111
L E G E N D
..,_
CONTROL VALVE (GLOBE) l!l><l!I TRUE UNION DIAPHRAGM VALVE
GATE VALVE ra® FLOW METER/PITOT 1\JBE
1/4" SAMPLE PORT
PRESSUR~ACUUM INDICATOR [!] MOTO~~LECTRIC)
TRUE UNION INDICA
BALL VALVE --€) TOTALIZING FLOW METER
BALL VALVE
--€) LEVEL GAUGE
TRUE UNION CHECK VALVE --® AIR FLOW SWITCH
CHECK VALVE
1¥:J THREE WAY VALVE
UNION
NOTE: ALL GASKETS, FLANGES, ETC.
FOR SYSTEM TO BE MADE OF
EPT (ETHYLENE PROPYLENE TERPOLYMER).
DRAWN ~ BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
--c::: CAMLOCK CONNECTION
@ LEVEL SWITCH-HIGH
9 LEVEL SWITCH HIGH, HIGH
@ LEVEL SWITCH LOW
~ PRESSURE RELIEF VALVE
DATE: NOVEMBER 1999
JOB NO: 099R0769.00
CAD #:01-076904-005
DWG NO: 4
,,----....... , ' ,' '
i--------------22·--------------I ~ ... \.s':l ~ \ / II':''"" 1-i'\
I I I
ID-ATLANTIC
.... ~
AS SO CI ATE S, P.A.
Engineering & Environmental Solutions
REFERENCE:
I J
1----------16'-----------1 A '
,/ \ DETAIL /
1 2'
. .
B' ROLLING DOOR
"' --2" SCH 80 PVC ---+
STRIPPER INFLUENT
HEADER
/ ', (PROFILE) /
/ ', .,.-' ,' ....... ~ ___ .,. , , , ,' ,✓ .,,. , / ,' .,/' , ,
Ill I I I I I I // /,/
II I I I I I I / /
..... -1---.---+-'----,,,L/-----TRUE UNION 1 : J ~ y......-.,/ .✓.,-' 2• BRASS CHECK VALVE (TxT)
-:J ,-l,---,L-----,L~-----3/4"x2" REDUCER i X) ,~ ,/' //' 3/4" HOPE TRUE UNION DW'HR.IGM VAL'<E
I . F-I t ::i,.::/_,,_' --------3/4x3/4x1/2" TEE (TxTxl) 5 PIPE oi.JEIERS ,
MINIMUM~-----------,,,/¼ 3/4" UNION (Txl) W/BUSHING
I ·<~ ~ ~1------3/4" BADGER INDUSTRIAL I >/4" mt ., Hll'E y y_-y' DISK FLOW METER (MALE/FEMALE)
___L_ ______ _____,..._.. 3/4" UNION (Txl)
10 PIPE DIAMETERS
MINIMUM "' -,~-------, ~ Q J----------1'x3/4" REDUCER (SxS)
r---f"--t--4~==================~-FIAT FACE FLANGE
II
2•-0• MIN
PIPING MANIFOLD DETAIL@
NOT TO SCALE 5 5
lYPICAL OF 11
BUILDING AND EQUIPMENT LAYOUT f2'\
SCALE: 1/2" • 1' ~
TREATMENT SYSTEM LAYOUT AND DETAILS
NORTH CAROLINA STATE UNIVERSITY LOT 86
GROUNDWATER REMEDIATION SYSTEM
RALEIGH, NORTH CAROLINA
' . .
• • • ' , • ' I ''• • ; :•, •, : ' , •, : ) ':: : •'. ;, • ; • '•,' : •
.. /\ \( :\.;,_~/.:,'//.:.\ . .-'.:·.-. -' -·:: ·~.'·,_,; ;•_.1) ·' '. ·;_.,\. ·_.· :,,_ ;./ :;'/-. •'• c:,-,'1_'1',-.0.;} ;
' ; ' . ,. ·,'
. ·';. ! ; : · •. ' . :
NOTE: ALL GASKETS, FLANGES, ETC.
FOR SYSTEM TO BE MADE OF
EPT (ETHYLENE PROPYLENE TERPOLYMER).
DRAWN
BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
DATE: NOVEMBER 1999
JOB NO: 099R0769.00
CAD #: 01-076905-D05
DWG NO: 5
WELL
NUMBER
Fffl 1
Fffl 2
RW-3
" 4
RW 5
·" RW 7
RW 8
RW 9
RW 10
RW 11
ID-ATLANTIC
.. II..
ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
WELL SCHEDULE
SCREENED SCREENED SANDPACK
TOTAL DEPTH INTERVAL SLOT SIZE INTERVAL
(FT BLS) (FT BLS) (INCHES) (FT BLS)
B5.0 -n, • 0.020 17 B5
B5.0 -n,, 0.020 17 B5
75.0 ·rL .. , 0.020 17-75
,n.□ [ J .. I L.:J n., ..... 11 17 75
75.0 0-72.5 0.020 17 7 75,0 [I ·1£.::, 0.1 r:1u i7
75.0 20 72.5 0.020 i7
75.0 20-72.5 0.020 17 75
85.0 -n_., .: 0.020 17 B5
85.0 -n, • 0.020 22-B5
B5.0 -n..-.~ 0.020 22-B5
NOTE: WELL DEPTHS ARE APPROXIMATE.
BOTTOM OF WELL TO BE PLACED
ON TOP OF BEDROCK WITH SCREENED
INTERVALS, SANDPACK INTERVALS AND
PUMP DEPTHS ADJUSTED ACCORDINGLY.
1•x2• REDUCER----,
1• PVC TRUE UNION BALL VN..VE---.
CHECK VN..VE-~
1/4" SAMPLE PORT--,
3•a•x3•o•x21 0•
TRAFFlC BEARING STEEL
MANHOLE WITH LOCKABLE
COVER (PEMCO MODEL 104363624 OR EQUIVN..ENl)
PUMP DEPTH
(FT BLS)
BO
Bo
70
70
70
/0
/0
70
80
85
80
•· ..
4000pal CONCRETE--+-. ,.
•• 1 . 17 .:..L . : '· -~
v'. 1-s•-
TOP OF SAND PACK --..
'
f4 REINFORCING BARS
" : .. 1111 .
. --1• SCH 40 PVC
DRAIN ~ · ~ ~ -----,,,--1 • SCH 80 HOPE
CEMENT GROUT
BENIONITE SEN..
---4• PVC RISER
,
H--1----1• SCH 40 STAINLESS STEEL PUMP RISER
TOP OF SCREEN ----t-;'_I=~ 1±1 '•
BOTTOM OF SCREEN ------..I
•,
' '
): ··.·,----12• DIAMETER BOREHOLE
. ::mr l=lajif+----0.020" SLOTTED STAINLESS STEEL -,. _, WELL SCREEN
..
'
·---COARSE SUCA SAND FILTER PACK
..
1--1-: · ---GRUNDFOS ELECTRICAL
.... .. SUBMERSIBLE PUMP,
MODEL SES OR EQUAi..
2· o·
1' a• MIN.
I
TOP OF ROCK"' ~-"T-;".1--. ====-=--4-• -st-AIN_LESS_STE_EL_R_ISER _____ 2•.--li5•
~ .,.f''.:' .. -------------'-
RECOVERY WELL CONSTRUCTION DETAIL / 1 "',
WELL CONSTRUCTION DETAILS
NORTH CAROLINA STATE UNIVERSITY LOT 86
GROUNDWATER REMEDIATION SYSTEM
RALEIGH, NORTH CAROLINA
NOT 10 SCN..E
DRAWN
BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
DATE: NOVEMBER 1999
JOB NO: 099R0769.00
CAD #:01 -076906-005
DWG NO: 6
-45" LAlERAL CONNECTION
4" {APPROXl~TE)
EASEMENT PRM\lE PROPERIY
t
12" MIN.
I
I I-12" MIN. _,
I
I
I
--CAST IRON OR BRASS PLUG WITH FEMALE THREADS
~-BACKFILL
18"
~l i1'?'tir-:t,;..;.o~~~'4----2• PVC ELECTRICAL (POWER) CONDUIT
.. ~ -.: ,;,,:•,!-~~-:.::-:
-,~
2
_---l_ei"~':'-i1;itz.1@rt~ii1~l~
~l ,.:,;•. .. ·-·;,:··:..:.":,:;· -~;,+----2· HOPE EFFLUENT LINE
J_ :~:f ;---:._.,", ..... ;'."-:;'.-,,_._,,, .. ,,;--,_/; .... pi--..,.r"":t,,-,'.:-r--~
;·;:_-.i :-·•>t:)J·,:/~i-:::.-:~-~-'..?)'(~<."2·;;:/;~~:~.:"-:;~:::_ 4• (MIN. TIP) CLEAN SAND BEDDING
7 ~~ t
1" HOPE RECOVERY LINE
TRENCH DETAIL
SCALE: 1• • 1' o•
2" DIAMETER HOPE
GENCO 5£AI.TITE TAPPING
SIOOLE ONLY
/ ---,
I
"---CAST IRON SOIL PIPE
OR APPROVED EQUAL
I
\ ---------2" TAP AT 2 O"CLOCK OR 10 O"CLOCK POSmON
\
MAINTAINED BY
IF GOOSE NECK FITTING IS USED, PROVIDE APPRO\IED
SUPPORT UNDERNEATH,
EXISTING B" DIP SANITARY SEWER
CrTY OF RALEIGH ---t---MAINTAINm BY PROPERTY OWNER
STANDARD 2" SEWER TAP AND
NOT TO SCALE
STUB-OUT (PROPOSED)@
7
ID-ATLANTIC
ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
TRENCH
NORTH CAROLINA
GROUNDWATER
RALEIGH,
• I
~-BACKFILL
~-EXISTING GRADE
:1r----2" PVC ELECTRICAL (POWER) CONDUIT
TRENCH DETAIL
SCALE: 1· ~ 1· a·
CROSS SECTIONS
STATE UNIVERSITY LOT
REMEDIATION SYSTEM
NORTH CAROLINA
I
I
86
~-EXISTING GRADE
•):~f:'.}tt\.~{.:: .'l'JmW
-r.;,, , •. •· ., .... ,~,
~}f:i)}~~\t::'.Y',,..; .. l: .. --~t:""~}:'-'+---2· PVC El..fCTRICAL (POWER) CONDUIT
~-~ •' -'--➔..c~}:,;,:~ •:rn ... {;
-,---¼,,;·~~'-(, -'··
~t~1: 111:;f ;1~: ~Wf 1. HOPE RECOVERY LINE ~i ~'i-:-' /·, -,.+r.,t---
J_ .:]:;l = •. ,, ., ..• :"'~""~::1---_L_
_._,,, ·.,.•·::;.·:;'. · .. : .,:::.,:. 4" (MIN. Tl'P) CLEAN SNIO BmDING ~l7··-, .. ·,, .. ,,-,·: ~lt=T
TRENCH DETAIL
SCALE: 1• -1' o•
~-8',CKFILL ~-EXISTING GRADE
18" ~l
TRENCH DETAIL
SCALE: ,· -1' o·
DRAWN ~ DATE: NOVEMBER 1999 BY:
DRAFTING CHECK JOB NO: O99RO769.OO BY:
ENGINEER CHECK CAD #:O 1 -O769O7-DO5 BY:
APPROVED DWG NO: 7 BY:
,. I
7' 5/8"
10' 1·
6"
ID-ATLANTIC
AS SO C I ATE S, P.A.
Engineering & Environmental Solutions
REFERENCE:
" I . •· ......
10' MAX.
SPACING ----
2• MESH, 9 GAUGE, TOP
SELVAGE BARBED & lWISTED.
BOTTOM SELVAGE KNUCKLED lYl'ICAL
1 5/8" 0.0. TOP RAI~
TIE WIRES 12" O.C.
6 DIAMETER
NBUCKLE
.---I-3 STRAND BARBED WIRE
10"
2 STRAND LINE WIRE lWISTED
W/ 4 FT. BARBS 3" O.C.
CHAIN LINK FENCE@
NOT TO SCALE 2 8
BARBED WIRE ARM
-2• 0.0. LINE POST
FENCE POST---1
GROUT TO PROVIDE DRAINAGE----, ,,--B'I< SLEEVE ZINC COATED
3' e• MIN
... :•, .... , .· ·.,. ,·
............. t;;
TOP (TYP)
2 7/8" 0.D.
END POST
-.....__ __ S£AL WITH NON-SHRINK GROUT
FENCE POST DETAIL@
NOT TO SCALE 2 8
10 1·
8"
FENCING DETAILS
NORTH CAROLINA STATE UNIVERSITY LOT 86
GROUNDWATER REMEDIATION SYSTEM
RALEIGH, NORTH CAROLINA
' '-,, . \ ' i
' 1 ' ' ,·,· : t, · •. ,.1 '\ ';' ' ' j
10 4•
TURNBUCKLE
PROVISION FOR
PADLOCK
GATE DETAIL
NOT TO SCALE
3 STR. BARBED WIRE
2 STRAND LINE WIRE lWISTED W/ 4 FT. BARBS 3" O.C.
i,-----1 5/B" O.D. BRACE
1----4" O.D.
HINGE POST
DRAWN
BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
DATE: NOVEMBER 1999
JOB NO: 099R0769.00
CAD #01-076908-005
DWG NO: 8
-1•-,t.• ,-
I
1' --
s· -o· x 5' -o•
CONC. PAO
3 5/8" 20 GA.
---MErAL srur 0 24" O.C. W 5/B"
GYP. BD. SIDE V
TO DECK AB<Nf.
J.
J'-Q• X 7'-0•-·-11ji· HOL MErAL DOOR
!5"-o• X 5'-0•
,7 r--CONC. PAO 1---------10•-,fl··-----+-1 I
1 • 1 •
1'
I
......
t/
Ji'-4• I
1•-oi1s·
-
(
T
>-<ii"
•
l
I
s-o· x 1·-0·
HOL MErAI. DOOR
e'-o"W x s•-o•H
,-INSULATED COILING
STEEL DOOR
'--->'-'-----'----'-----'
FLOOR PLAN
SCALE: 1/4" = 1'-0"
ID-ATLANTIC
ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
f------~~
3'-Q" X 7'-Q" ~
HOL MErAI. DOOR ---------"-... \
~~===::f--1
T 2'-¼"
I
EXPOSED FASTENER
RAKE TRIM \ r MErAI. WALL PANELS
~~~~~~~~~
..... §§§§§§§§~~~~~~~8~
INSULATED COILING
STEEL DOOR
FRONT ELEVATION
SCALE: 1 / 4" = 1 '-0"
EXPOSED FASTENER \
MErAL WALL PANELS \ r RAKE TRIM
I
_ _.:1.---\-------+-,---------,
PRE-FINISHED -~~~~\~~~~~~~~~~~~~~FF~-------, MErAL GUTTER
ANO DOWNSPOUTS \ \
~
REAR ELEVATION
SCALE: 1/4" = 1'-0"
FLOOR PLAN AND ELEVATIONS
NORTH CAROLINA STATE UNIVERSITY LOT 86
GROUNDWATER REMEDIATION SYSTEM
RALEIGH, NORTH CAROLINA
'l' ,_,_,., .. ,. c·,· ~-.,~ .. ·-:-cc· ". ;---------> -~· 1 ;-_. :CJ .. --.
' '
.... -\ ; ; .; :: . / : ·: ' ,' :-. .... ',• ' . ' ,, ·-'
• 0
"' -
!i: " iil :,:
~
::i 0 z
MErAI. ROOF PANELS -~
EXPOSED FASTENER _
MErAI. WALL PANELS -----..\
3•-0· x 1•-0• [../
PERSONNEL DOOR --l"'I
V ,.v
\
-
PREFlNISHEO GUTTER
ANO DOWNSPOUTS
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
PREFlNISHED GUTTE~ 0-.._
AND DOWNSPOUTS / ~
!i: " iil • :,:
0
"' ~ -,i
0 z
LEFT ELEVATION
SCALE: 1 / 4" = 1 '-0"
DRAWN
BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
~ MErAI. ROOF PANELS
~ EXPOSED FASTENER
MErAL WALL PANELS
" ~r-...
' i--. 3• -o· x 1· -o·
"I---PERSONNEL DOOR
I
DATE: NOVEMBER 1999
JOB NO: O99RO769.O5
CAD #:O 1-O76912-DO5
DWG NO: A2
~XFMR r 1 1 1
BY UTILITY
CD SERVICE BY ELECTRICAL
CONTRACTOR
)
3}---,j,
31----,i,
-...
,!,-------11
0 1111 115/230V
200A METERBASE
,!,-------12
)
MAIN
200A
230V
I 2 J
T
A/S BLOWER TRANSFER PUMP EFFLUENT
60A
230V
1111 2P
AIR STRIPPER BLOWER
230V 1111
5 HP
FLA= 28A
XP Cl D2
) 20A
230V
1111 2P
5}---,j,
) TRANSF"ER PUMP
20A 1111 2P
230V
CONTROL
PANEL
d,---f5
TRANSFER PUMP
230V 1111
1 HP
FLA= BA
.,_____, 9
ID-ATLANTIC
A S S O C I AT E S, P.A.
Engineering & Environmental Solutions
REFERENCE:
CONDUIT AND CABLE SCHEDULE
NO. DESCRIPTION (ALL CONDUCTORS Cu THHN 75 C)
(j) 2 " GRS (OH) OR PVC (UG): 2#4/0, 1 #2/0W
® 2 • C 2#4/0, 1 #2/0W
@ 1" C 2#8, 1#10G
© 2" C POWER CKTS. AS REQ.D
® 1/2" C 2f12, 1#12G
® 1/2" C 1#12, 1f12W, 1#12G
(z) 1/2" C 2f12, 1#12G
@ 3/4" PVC 2#12,1#12G (SEAL OFF)
® 1• C CONTROL CKTS AS REQ.D
(?J 1 1/2" C 2#1, 1f1W, 1f8G
0
MAIN SERVICE PANEL
115/230V 1111
200A MB 30 CKT
CONTROL CIRCUIT
) CC-1
20A 1111 1 P
CONTROL CIRCUIT
) CC-2
20A 1111 1 P
EXHAUST FAN : ) • 15A 11111P
115V 115V 115V
BUILDING HEATER
) 15A 1111 2P
230V
FACILITY LIGHTS
) PLUGS
20A 1111 1 P
115V
RW-PNL 1
: ) 100A 1111 2P
230V
61-----d, 7}--,1, 6 l------d,
EFFLUENT
TRANSFER PUMP
230V 1111
1 HP
FLA= 8A
_/ "--BUILDING
I rr )lJ EXHAUST FAN ~,,~J.r-115V 1111
1/4 HP
FLA= 5.8A
BUILDING
HEATER
230V 1111
1 KW
< D LIGHTS 1k
PLUGS
115V 1111
ELECTRICAL ONE LINE, CONDUIT AND CABLE SCHEDULE
NORTH CAROLINA STATE UNIVERSITY LOT 86
REMEDIATION SYSTEM GROUNDWATER
RALEIGH, NORTH CAROLINA
NOTES;
1. EC TO SUPPLY 2 " GRS OVERHEAD SERVICE MAST
WITH WEATHERHEAD FOR OVERHEAD SERVICE, OTHERWISE.
USE PVC BURIED 24" PER NEC FOR UNDERGROUND SERVICE.
2. BOND NEUTRAL TO GROUNDING TERMINAL. RUN #6
SOLID BARE COPPER TO ROD. BOND ALL BUILDING
STEEL AND PIPING TO SERVICE NEUTRAL WITH #4 ACCORDING
TO NEC (USE NEC 250-94).
3. FIELD TO ROUTE CONDUIT AND SUPPORT PER NEC.
CIRCUITS MAY BE COMBINED AND CONDUIT SIZES
MAY BE CHANGED IN ACCORDANCE WITH NEC.
RW-PNL 1
120/230V 1111
1 OOA MLO 30 CKT
.---~----.---- - -I
8 1------.1.
RW-1
) 15A 1111 1P
115V
b RW-2 to RW-11
j) 15A 1111 IP
I 115V ~---------1-
CIRCUIT SHOWN IS
TYPICAL FOR ALL
RECOVERY WELLS 1 -11
CONTROL
PANEL
RW-1 to RW-11
RW-1
230V 1111
1/2 HP
FLA=4.9A
I
I
I
I
RW-2 to 11
230V 11f
1/2 HP
FLA=4.9A
MOTOR SHOWN IS
TYPICAL FOR ALL
RECOVERY WELLS 1-11
-
DRAWN
BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
NOT TO SCALE
DATE: NOVEMBER 1999
JOB NO: O99RO769.O5
CAD #:O1-076911-D05
DWG NO: E1
CONTROL WIRING
CC2
11/ I ~••-:-:-EM---<;41-"":~cv-21_1 --------------------,
N-CC1
3
PLC
L1 N
3
0 -COIi
' HOA1
H O A
~-----+-<
HOA2
H O A ..___,--,_.~-----+-0 ~ o--------1--<>
HOA3
H O A
+ 24V
IC►.01
10:02
ID:D3
IOIU.
C
rv
INPUT
A/S !LOWER AllTD
A/S !LOWER HAND
TRANS. PUMP AUTO
TRANS, PUMP NANO
--~ 10:D5 EFrL TRAMS PU .. AUTO ~ o-----+-o l0:01 EFFL TRANS PUMP NANO
,-------HOM,-----------------7
I H O ,. I
[ T ~o------+---<> l0:07 RW-1 AllTD [
L...o IO:DI RW-1 HAND I I ,,.....__-----
1 1 SW1TCN SHOWN IS TYPICAi. , I
FOR RW-1 10 RW-11 LOCAT£0 j
f \,. IN CP RW-1 10 RW-11 I ..._ __ .,..., ___ ,, I
[ -THRU HOA15 I I H O A j
[ , .... -~~ - - - - - o IOI07,0I... RW-2 10 11 AUTO j
'-o o-- - - - -o I0'°8,1D... RW-2 TO 11 HAND _J L ____ -----------------------
f-0 _41_ 7 l0:33 HOLDING TANK o~ LOW LEVEL
f-0 _4~ HOLDING TANK 7 IO:M b-LOW LEVEL
>-@ HLI -• l0:311 HOLDING TANK o" HIGH LEVEL
>-@ ~~L~ HOLDING TANK I I0:311 o" HIGH HIGH
~ 1.\-2 10 I0:37 A/STANK 0 LOW LEVEL
~ IU -. -11 10:311 A/STANK o~ IIGH LEVEL
f-0 ~~~ 12 10:31 A/STANK o· IIGH HICN
~ ~! 13 '°''° A/S ILOWER n LOW PRESSURE SW1TCN
-0 ~~! " I0:4I A/S BLOWER n HIGH PRESSURE SWITCH
"!11 10142 RESET
...
PANEL OH
ID-ATLANTIC
..... ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
3 (CC1) A N-CCI
l'---------+-o~ CCI
OUlPUT
oo,ooo--1 -------11M l---l-;-F-•-A/5 BLOWER (AT VfD)
1DL
OO:Olo--l -------1 ZM 1---.., ;-.___. TRANSFER PUMP
20L
00:02 -3M ~ '" EFFLUENT TRANS PUMP
3 DL ,---------~------7
OO:D3 • I .W • RW-1 I
4 DL
I .---------I I /STARIER SHOWN IS TYPICAi. ' I /FOR RW-1 TO RW-11 LOCATED) I \,. IN CP RW-1 TO RW-11 I I ..._ __ .,..., ___ ,, I
I ~ I 00,U. o-'-'-- - - --f,5;11.':---#--RW-2 THRU
00,14 I ,,, S DL RW-11 I
I 15 DL I
,-----------+-oCOM CC2 L ______ LOCAT£0~ CP RW-I 10 RW-11_J
00:17 o-1-------'R}---➔ HOLDING TANK HIGH HIGH
00:18 o---/-----~ R )----+ A/S BLOWER TANK HIGH HIGH
00:19 o---/-----~ R t--""1' AIR STRIPPER LOW PR£SSURE
00:20 o---l-----~R l---◄ AIR STRIPPER HIOH PRESSURE
m-i: AIR STIIPPER BLOWER ON
1M
m~ TRANSFER PUMP ON
m-l: Ef?LUENT PUMP ON
3M
r--------------------7 . m-l· RW-1 DN I . ' I ,,'""--______ .... I ~ UGHT SHOWN IS TYPICAL '\ I I FOR RW-1 10 RW-11 LOCATED,
j \,. II CP RW-1 10 AW-11 / I I ....... __ ~ __ ..--
I ,~---------1----------1-c-<'--11--AW-2 ON to I I ,,._,.,, SM to RW-11 ON I 1SM L LOCATED AT CP RW-1 10 RW-11 ______ J ----
21 (CC2)
' _: _'_-_.
A-------------------------.---------,-----------------------
c---L-----_...,_------+--------+--~-----+-----.--------------------
N-----l---l-----l---+---------lf---+--------1---+------------------
@
10L
IL2
ITI 1T3
,,
1 M )
AIR STRIPPER BLOWER
230V 111
5 HP
f'LA=28A
(@)
20L
2L1 2L2
2T1 2T2
I 2M)
TRANSF'ER PUMP
230V 111
I HP
f'LA=BA
3L1 3L2
@)
30L
3T1 3T2
I
I
I
I 3M)
EFF'LUENT TRANS PUMP
23DV Ill
I HP
f'LA=BA
I -
T
I I
I I
I I
I I
~L"fl ~
~:!J ~~
~~ .L .L
4L 1 4L2
<3 (~~ 1 1
~11c1f, I k
15T1 ~
4 OL
4T1 4T2
SEQUENCE Of OPERATION AND ALARMS
TO START:
1. PLACE "SYSTEM ON" SWITCH (SI) IN ON POSITION.
2, PLACE ALL OTHER SWITCHES IN ON POSITION.
3. COYOTE CONTROLERS WILL OPERATE RW PUMPS, STARTING RANDOMLY.
IO STOP :
1. IN EMERGENCY, STRIKE EMERGENCY STOP BUTTON
2. OTHERWISE, PLACE ALL SYSTEM SWITCHES IN Of'f' POSITION.
L~ .L2 Lit I L2
COYOTE 1PH230V
CONTROLER
COYOTE 1PH230V
CONTROLER M1' .M2 Mil I M2
l, .,.)
/5Mv
\ 15M)
'--
RW-2 lo RW-11
230V 111 .,......._------
I 4M
"----"
RW-1
230V 111
1/2 HP
FLA=4.9A
1/2 HP
f'LA=4,9A
( MOlOR SHOWN IS TYPICAi. '\
/FOR RW-1 10 RW-11 LOCATED/
' IN CP RW-1 TO RW-11 / ....... __ ~ __ ..--
LOCATED AT CP RW-I 10 RW-11
ALARM INDICATORS
1. HAND OPERATION Of' MOTORS IS ALLOWED DURING ALARM CONDITIONS.
2. AIR STRIPPER BLOWER PRESSURE SWITCHES: A/S MUST BE RUNNING f'OR 5 SEC. BEF'ORE
HIGH LEVEL IN HOLDING TANK STARTS TRANSFER PUMP. LOW PRESSURE CUT OUT SWITCH
MUST BE DELAYED (OVERRIDE) 5 SEC WHILE AIR STRIPPER STARTS. HIGH OR LOW PRESSURE STOPS SYSTEM
HOWEVER, AIR STRIPPER BLOWER OFF DELAY BY 5 SEC AFTER TRANSF'ER PUMP STOPS OR PRESSURE ALARM.
f'AULT CONDmON LIGHTS "A/S HIGH PRESSURE" OR "A/S LOW PRESSURE" LIGHT AND STOPS SYSTEM
UNTIL RESET BUTTON IS PUSHED.
3. HOLDING TANK LEVEL SWITCHS: LOW LEVEL STOPS TRANSFER PUMP: HIGH LEVEL
STARTS TRANSFER PUMP. HIGH HIGH ALARM STOPS ALL RECOVERY WELL (RW) PUMPS.
THIS CONDITION IS RECOVERABLE WHEN HOLDING TANK LOW LEVEL IS OPEN BUT
"HOLDING TANK HIGH HIGH" LIGHT REMAINS ON UNTIL RESET IS PUSHED.
,4, A/S TANK LEVEL SWITCHS: LOW LEVEL STOPS EFFLUENT TRANSFER PUMP: HIGH LEVEL
STARTS EFFULENT TRANSFER PUMP. HIGH HIGH ALARM STOPS ALL RECOVERY WELL (RW) PUMPS AND
TRANSF'ER PUMP AND BLOWER (AFTER DELAY).THIS CONDITION IS RECOVERABLE WHEN HOLDING TANK
LOW LEVEL IS OPEN BUT"A/S HIGH HIGH " ALARM LIGHT REMAINS ON UNTIL RESET IS PUSHED.
NOT TO SCALE
CONTROL LOGIC AND PLC INPUT/OUTPUT DIAGRAM
NORTH CAROLINA STATE UNIVERSITY LOT 86
GROUNDWATER REMEDIATION SYSTEM
RALEIGH, NORTH CAROLINA
DRAWN
BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
DATE: NOVEMBER 1999
JOB NO: 099R0769.05
CAD #: 01-076909-005
DWG NO: E2
- --,----, .. -,:, ', .
' .. , '
MOUNTING: SURFACE 200A MAIN BREAKER NEMA 1
MIN. 14,000 AIC RMS SYM 240/120¥ 1 PHASE 3 WIRE
CIAC. TRIP MO. DESCRIPTION LOAD/PHASE (VA) DESCRIPTION MO. TRIP IRC.
NO. AMPS POLES ,,,. -· POLES AMPS ND.
1 100 2 RW-PANEL-1 P-""""----.1 - ----2
3 4
5 60 2 1/S BLOWER TRANSFER PUMP 2 20 6
7 8
9 20 2 EFFLUENT PUMP CONTROL CIRCUIT CC-1 20 10
11 CONTROL CIRCUIT CC-2 20 12
13 15 1 EXHAUST FAN BUILDING HEATER 2 20 14
15 20 1 FACILITY LIGHTS ,le PWGS 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
TOTAL
TOTAL CONNECTED LOAD -28.2 kVA TOTAL CONNECTED AMPS= 122.BA
MOUNTING: SURFACE 1 OOA t.tAIN LUG NEt.tA 1
MIN. 10,000 AIC RMS SYt.t 240/120¥ 1 PHASE 3 WIRE
CIRC. TRIP NO. DESCRIPTION LOAD/PHASE (VA) DESCRIPTION NO. TRIP IRC.
NO. AMPS LES POLES AMPS NO.
15 2 RW-1 RW-2 2 15 2
3 4
5 15 2 RW-3 RW-4 2 15 8
7 8
g 15 2 RW-5 AW-8 2 15 10
11 12
13 15 2 RW-7 AW-8 2 15 14
15 18
17 15 2 RW-9 AW-10 2 15 18
19 20
21 15 2 RW-11 22
23 -24
25 28
27 28
29 30
TOTAL
TOTAL CONNECTED LOAD -12.4 kVA TOTAL CONNECTED AMPS= 54.0A
ID-ATLANTIC
ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
PANEL
ow-• ••
lli
IHAND ow;: AUTOI
©
ftff-7
0N
lli
1 .... --;; AUTOI
©
RW-11 ••
lli
I HAND -;;
1
MJTO I
©
RW-1
0N
lli
I HAND -~ AUTO I
©
.....
ON
lli
IHAN.-;; AUTOI
© -0N
lli
I-. ow;: AUTOI
©
RW-2
0N
lli
IHAND-;: MJTOI
©
IW-5
ON
lli
l-"";:-1
©
,,,,_,
11N
lli
IHAND-;: AUTOI
©
CONTROL PANEL
RW-1 to RW-11
IW-1
11N
11N
CONTROL PANEL RW-1 ta RW-11 DOOR ARRANGEMENT
NOTES;
1. EC TO SUPPLY •I-UNE" OR QO SQUARE D,
CUTLER-HAMMER OR GE PANELBOARDS
FOR MAIN SERVICE -MSP.
2. 240/120V PANEL TO BE QO SERIES SQUARE D,
CUTLER HAMMER OR GE.
SCHEDULES, CONTROL
NORTH CAROLINA
GROUNDWATER
PANEL LAYOUT AND
STATE UNIVERSITY LOT
REMEDIATION SYSTEM
LOAD CALCULATIONS
86
RALEIGH, NORTH CAROLINA
. ' !
MAIN CONTROL
ON
MAIN CONTROL
OFF ON
HOUNNG TANK A/5 BLOWER TANK
HIGH HIGH FAULT HIGH HIGH FAULT
0 0
A/5 111.DWER
ON m
1-f D~AUTO I
©
EMERGENCY STOP
©
SYSTEM RUN
TIME (HRS)
I 00,00 HOURSI
: HIGH PRESSURE
I A/5 BLOWER
0
I TRANS~ PUMP
m
I TRANSFER PUMP I
HAHO OFF AUTO
©
MAIN SYSTEM
CONTROL PANEL
I A/5 at.OWtR
LOW PRESSURE
0
I EFFLU~ PUMP
m
1~~=~1
©
FAULT RESET
PUSH
0
SYSTEM CONTROL PANEL B POOR ARRANGEMENT
ELECTRICAL LOAD CALCULATION
srmcE VOLTAGE; 230/115V AREA: N/A
OCCUPANCY: ENVIRONMENTAL REMEDIATION
LOAD DESCRIPTION CONNECTED LOAD DIYERSITY Ill CALCULATED LOAD REMAIIICS
UCNTING 1000 NEC 220 1000
RECEPTACLES "80 100 "80
MOTORS 29307 100 21307
25111 LARGm MOTOR -25 805
CONTROL CIRCUITS 27110 100 27110
HVAC N/A 100 N/A
HEATING 1000 N/A 1000
FUTURE N/A 100 N/A
TOTAL LOAD Jl.4 kVA <IO.J kVA
TOTAL AMPS 171 A 176 A
SERVICE SIU: 200 A ,_ 230/115V
SERVICE CONDUCTORS; 2 X 4/0 kCIIIL THHN -PHASE; 1 X 2/0 THHN WHITE -NEUTRAL
DRAWN
BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
NOT TO SCALE
DATE: NOVEMBER 1999
JOB NO: 099R0769.05
CAD #: 01-076910-D05
DWG NO: E3