NCD980557656_20000401_NC State University (Lot 86 Farm Unit 1)_FRBCERCLA RD_Intermediate 60 Design for Groundwater Remediation-OCR

N
ASHEVILLE
SITE LOCATION
77
WINSTON-
SALEM
85
NORTH CAROLINA
SITE· LOCATION MAP
ID-ATLANTIC
AS S O C I ATE S, P.A.
Engineering & Environmental Solutions
REFERENCE:
WILMINGTON
0
0
INDEX OF DRAWINGS
DRAWING NO.
1
2
3
4
5
DRAWING TITLE
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
A-0
A-1
A-2
A-3
ME-1
E1
E2
E3
CODE SUMMARY
PRELIMINARY FLOOR PLAN AND ELEVATIONS
FOUNDATION PLAN
WALL SECTIONS
MECHANICAL
ELECTRICAL ONE LINE, CONDUIT AND CABLE
SCHEDULE
CONTROL LOGIC AND PLC INPUT/OUTPUT
DIAGRAM
PANEL SCHEDULES, CONTROL PANEL LAYOUT
AND LOAD CALCULATIONS
DETAIL/SECTION DESIGNATION
DRAWING NUMBER WHERE DETAIL/
SECTION IS SHOWN
L___ _____ DRAWING NUMBER WHERE DETAIL/
SECTION IS IDENTIFIED
"'t-.----DIRECTIONAL VIEW OF SECTION
@ 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.
SCALE VERIFICATION
THIS BAR REPRESENTS
ONE INCH ON THE
ORIGINAL DRAWING:
0 2"
USE TO VERIFY FIGURE
REPRODUCTION SCALE
TITLE SHEET
NORTH CAROLINA STATE UNIVERSITY LOT 86
GROUNDWATER REMEDIATION SYSTEM
RALEIGH, NORTH CAROLINA
I ,.
OLO TRINITY ROAO
STATE
FAIRGROUNDS
LOT 86
SITE
~ REX HOSPITAL ~ /
~ □ ~f---------------------~ LAKE BOONE TRAIL
~
~
CHAPEL HILL ROAD
SITE VICINITY MAP
DRAWN
BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
DATE: APRIL 2000
JOB NO: 099R0769.00
CAD #:01-076901-D05
DWG NO: 1
z
ID-ATLANTIC
ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
•· .......
0 !
~ ~ TO PROPOSED
PROPOSED
RECOVERY WELL
~ DISCHA E POINT
~
~ ~ &:
PROPOSED
~ PIPE TRENCH
RW-11
RW-10
LOT 86
SUPERFUND SITE
PROPOSED SECURITY
FENCE
~~
QJ3/ QJ3/
TREATMENT
BUILDING
2
SITE PLAN AND
NORTH
PIPING LAYOUT
CAROLINA STATE UNIVERSITY LOT
GROUNDWATER REMEDIATION SYSTEM
RALEIGH, NORTH CAROLINA
86
LEGEND
() RW-1
NOTES:
PROPOSED RECOVERY WELL LOCATION
WOOD LINE
FORMER WASTE BURIAL AREA
1. SECURITY FENCE TO BE INSTALLED A MINIMUM OF THREE FEET FROM
THE SECURITY FENCE SURROUNDING THE FORMER WASTE BURIAL AREA.
2. MAP PREPARED BY GEi CONSULTANTS IN OCTOBER 1998.
♦
♦
SITE MAP BASED ON SURVEY DRAWINGS "WELL AND
FEATURE LOCATIONS," DATED JULY 19, 1997;
"ROAD LOCATION AND DRILL POSITION LOCATION,"
DATED NOVEMBER 18, 1997; AND "MONITOR WELL
AND HEADWALL LOCATION MAP" DATED AUGUST 4,
1998; ALL BY MURPHY SACKS.
FORMER WASTE BURIAL AREA PER MARSHALL MILLER &
ASSOCIATES, MARCH 1998
0 1 oo·
DRAWN ~ DATE: APRIL 2000 BY:
DRAFTING CHECK JOB NO: 099R0769.00 BY:
ENGINEER CHECK CAD #:0 1 -076902-005 BY:
APPROVED DWG NO: 2 BY:
1 GPM
ELECTRIC
WELL
PUMP
RW-1
.....
1 GPM
ELECTRIC
WELL
PUMP
RW-2
TYPICAL OF 11
1 GPM
ELECTRIC
WELL
PUMP
RW-3
ID-ATLANTIC
ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
(WATER)
(WATER)
(WATER)
'
DISCHARGE TO ATMOSPHERE
12-15 GPM LOW PROFILE
AIR STRIPPER
(WATER) 11-----.-CARBOND~t----------<--
HOLDING
TANK
I
\
/ "
TRANSFER
PUMP
\
/ -" TRANSFER
PUMP
MASS BALANCE OF CHEMICAL COMPOUNDS -NCSU LOT 86
PROCESS STREAM I.D.
WATER FLOW (gpm)
AIRFLOW (scfm)
COMPOUND
BENZENE
CARBON TETRACHLORIDE
CHLOROFORM
METHYLENE CHLORIDE
TETRACHLOROETHENE
ACETONE
BROMODICHLOROMETHANE
1,2-DICHLOROPROPANE
1, 1,2-TRICHLOROETHANE
TRICHLOROETHENE
TOLUENE
MANGANESE
ARSENIC
IRON
TOTALS
NOTES:
1 gpm = GALLONS PER MINUTE
RW-1
1
0
10,000
1,000
58,000
7,000
500
10,000
3,000
4,000
1,000
5,300
250
7,800
100
900
N/A
2 scfm = STANDARD CUBIC FEET PER MINUTE
3 ug/L = MICROGRAMS PER LITER
4 lb/day = POUNDS PER DAY
RW-2
1
0
5,300
2,800
49,000
2,500
500
8,200
100
500
500
1,000
200
7,900
150
330
N/A
RW-3
1
0
12,000
3,000
87,000
12,000
1,000
30
100
18,000
100
5,500
250
8,000
200
73
N/A
RW-4
1
0
75
25
4,000
200
40
50
5
25
2
20
10
1,100
100
350
N/A
RW-5
1
D
1,200
500
11,000
600
1,000
65
50
1,000
150
1,500
20
7,000
100
1,000
N/A
RW-6
1
RW-7
1
0 0
CONCENTRATION (ug/L)
1,200
500
17,000
500
1,000
4,000
50
2,000
300
2,200
20
7,000
100
1,600
N/A
7,000
2,100
60,000
5,000
250
3,500
250
12,000
2,700
1,300
225
4,000
100
1,000
N/A
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.
RW-8
1
0
300
3
50
8
3
25
2
40
1
10
15
140
50
400
N/A
RW-9
1
0
2,700
1,400
25,000
1,250
250
2,000
50
250
250
500
40
4,000
75
870
N/A
7 EFFLUENT AND OFF GAS CONCENTRATIONS FOR ORGANICS ARE BASED ON NORTH EAST ENVIRONMENTAL PRODUCTS MODELING SOFTWARE Ev2.1.
RW-10
1
0
3,000
1,000
2,500
5,000
250
1,000
2,500
1,400
125
1,200
100
4,600
75
80
N/A
RW-11
1
0
1,500
500
1,200
2,500
125
50
1,200
700
60
600
25
2,300
60
80
N/A
AVG. INF.
15
0
4,025
1,166
28,614
3,323
447
2,629
664
3,629
472
1,739
105
3,671
76
456
N/A
EFFLUENT
12-15
0
<1
<1
<1
<1
<1
660
<1
<1
<1
<1
<1
3,671
76
456
N/A
DISCHARGE
OFF GAS
0
600
(lb/day)
0.727
0.211
5.170
0.601
0.081
0.391
0.120
0.656
0.085
0.314
0.019
NA
NA
NA
8.374
8 STRIPPER INFLUENT (HOLDING TANK EFFLUENT) METALS REDUCTION HAS BEEN ESTIMATED AT 25% DUE TO SETTLING. (ESTIMATED BASED ON DISCUSSIONS WITH EQUIPMENT SUPPLIER-NORTH EAST
ENVIRONMENTAL PRODUCTS) THIS REDUCTION IS REFLECTED IN THE AVERAGE INFLUENT VALUES FOR MANGANESE ARSENIC AND IRON.
9 NA = NOT APPLICABLE
10 INFLUENT CONCENTRATIONS FOR EACH RECOVERY WELL INTERPOLATED FROM HISTORICAL GROUNDWATER QUALITY DATA COLLECTED AT THE SITE.
FLOW DIAGRAM PROCFSS
NORTH CAROLINA
GROUNDWATER
RALEIGH,
STATE UNIVERSITY LOT
REMEDIATION SYSTEM
NORTH CAROLINA
. I
,'I , , ' , i ( • •. • • • • 1
86
DRAWN ~ BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
DATE: APRIL 2000
JOB NO: 099R0769.00
CAD #:01-076903-D05
DWG NO: 3
1" SCH 80 HOPE
1" SCH 80 HOPE
BUILDING
r---------------------------------------------------------------------------------------7
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_}--1 FOi RW1
1----{~
~
RW-
BV-RW-, TUD-RW-1 TIJC-RVl'-1 J/◄"xz"
,,,. SCH BO HCl'E iiS<lif-----ilNII---Q-illi--1..,
1/4·
SP-RW-2
BV-RW-Z TUD-RW-2 Tl.lCHM-2 J/4"x2"
,,,. SCH BO HOPE iiS<lif-----ilNII---Q-ill--1-i-+--~
Pl
HOLDING
TANK
(HT)
200 ,.
IN< I-----\ INTERLOCKS
HT RECOVERY WELLS
Tl.JD-AS lUC-AS 3/4"'1.2"
It' 0 :r:
0 .,
:c
&l
J------t'i.'..'::-t' -;ll'.x:llHINIH7-----1-~
TRANSFER
PUMP (TP)
~
AS
1/4°
'
INTERLOCKS RECOVE
WELL PUMPS, TP-201
BLOWER-301
INTERLOCKS
TRANSFER
PUMP
ETP-302
DISCHARGE TO STACK
FE ,.
I----6" SCH 40 PVC
LOW PROFILE
AIR STRIPPER
(AS)
300
SKID MOUNTED AIR STRIPPER
MANUFACTURED BY NORTHEAST
ENVIRONMENTAL PRODUCTS, INC.
SYSTEMS (MODEL 2641) OR
APPROVED EQUAL
FAL INTERLOCKS RECOVER
f-!-c'8 +-----lWELL PUMPS, TP-201
BLOWER-301
TUD-AS
BLOWER (B)
I 301 I
EIP
f----+---,---,lteilll-------1-~
,,..
S'i>-AS
EFFLUENT
TRANSFER PUMP
{ETP)
1 302
2" HOPE
1l,~~~~11~ --ij-'-----..-DISCHARGE
FLAT FACE/
FROM PE 1 A620 CARBON UNIT
WITH 180 POUNDS OF
A620 MEDIA
I
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I 2D1 I ,---------_______________________________________ · ___________________________ J
._i;i I
1" SCH 80 HOPE
l
l-ii.J/4" BV-RW-~ TUO-RW-3 TIJC-RW-3 J/4'"x2" ~ I -'--="'--'==-=----c--il-►-11H 1----t ~; ,1,, "'" ac H□PE iiS<lif-----ilNII---Q-il T I
..., ..., ..., w w w w w w t;; t;; t;;
(/) (/) (/)
(/) el (/) w w ..., ..., ..., z z z
~ ~ ~ (/)
.... ... ....
0 0 0 ,,, ,,, ,,,
0 0 0 "' <t: "' 15 15 15
! z z ~ ;5
(/) (/)
• . . ---
RW-1 RW-2 RW-3
H-0-A H-0-A H-0-A
TYPICAL OF 11
ID-ATLANTIC
ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
~rn I 0 1~ I ~ m INFLUENT
GIG MANIFOLD I ~ol~ --I I 100 I ~~ I
9~ I TYPICAL OF 11 I~ I
I I
I :.l I :~ :
I~ I
I --1 I
I~ I
15 I
1z I
~-------------------------------~ BUILDING
PIPING AND INSTRUMENTATION DIAGRAM
NORTH CAROLINA STATE UNIVERSITY LOT 86
GROUNDWATER REMEDIATION SYSTEM
RALEIGH, NORTH CAROLINA
~ ~r'"7"l'"7Tlf:C.C• ,:,ar:;i?: !r:°' ... ,
: ·'?
VAPOR t:a::J
Di;:J
WATER ....._
~ Hl1
~
SKID LIMIT T\JB-AS ilc.Jli
BV-AS c.J
T\JC-AS IINII
CV-AS N
111
L E G E N D
1UC-AS
CONTROL VALVE (GLOBE) i1!'.x:ll1 TRUE UNION D~PHRAGM VALVE
GATE VALVE ~ FLOW METER/PITOT TUBE
1/4" SAMPLE PORT
PRESSURE/VACUUM INDICATOR G MOTOR cfliLECTRIC) INDICAT TRUE UNION
BALL VALVE -@ TOTALIZING FLOW METER
BALL VALVE
-€) LEVEL GAUGE
TRUE UNION
CHECK VALVE --® AIR FLOW SWITCH
CHECK VALVE
~ 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
@ LEVEL SWITCH HIGH, HIGH
@ LEVEL SWITCH LOW
~ PRESSURE RELIEF VALVE
DATE: APRIL 2000
JOB NO: 099R0769.00
CAD #:01-076904-005
DWG NO: 4
,_
TO
DISCHARGE
POINT
-
' '
WATER
~---SEE DETAIL~
~ • .,.,, .,-., -'T-' • T-' • ... .....,
/ WATER
r CARBOND UNIT
AIR STRIPPER
13001
I
'
-
HOLDING TANK
12001
~J_ AIR ~ I -
v Tffi]s / ~ ~L__--+----"'wA=rE'-'----R _J
EFFLUENT/L__ __ ------,,'~--===---==---lr--__J / AIR STRIPPER SKID \ TRANSFER BLOWER PUMP
\3021 13□1 I TRANSFER
PUMP \201\
8' ROLLING DOOR ' '
,,,.,,,------.... .,,.,,, ',
/ ',
// AM~_ri ~ lH! \ I ~ I
I I
I I ~ I
,/ \ DETAIL /
/ ', (PROFILE) /
/ ' /
2" SCH 80 PVC --------,..
HOLDING TANK INFLUENT
/ ......... _ _.,.. ...
/ ------/ / / ,,
HEADER / / / / / / / / .......... / ,,/'
/ /
\
If--+-,-+ 11_-t-,-t-ll_+--r-1-11_ // ,,,✓
11 I I I I I I / _/'
5:
-1-----_,,____,,_/_---;,.,:_'-' -------TRUE UNION
' '1 f;-/ / 2" BRASS CHECK VALVE (TxT)
'' n--+/----,-C-/--------3/4'"xr REDUCER / / / /
I ID
5 PIPE DIAMETERS J
Qi£;-,,:/-' ,-/C.-:,''--'---------3/4" HOPE TRUE UNION DIAPHRAGM VALVE
(. ),..:':.....' -----------J/4x3/4x1/2" TEE (TxTxT)
ID
4 MINIMUM-,----------------,,/¾
: 3/+" ~H 80 HOPE<~
1 0 PIPE DIAMETERS
MINIMUM
I
- I J
'I' -$-------------3/4" UNION (TxT) W/BUSHING ~ 3/4" BADGER INDUSTRIAL y DISK FLOW METER (MALE/FEMALE)
~------------3/4" UNION (TxT)
LJ 1------------1"x3/4" REDUCER (SxS) -
-(,.,------t---t---r--s::::::::==============~''t--
1
-FLAT FACE FLANGE
'
PIPING MANIFOLD
NOT TO SCALE
TYPICAL OF 11
I
2'-0" MIN
DETAILf7\.
~
PROPOSED BUILDING AND EQUIPMENT LAYOUT (2'\
SCALE: 1/2" ~ 1'
ID-ATLANTIC
ASSOCIATES, P.A. .....
Engineering & Environmental Solutions
REFERENCE:
TREATMENT
NORTH
GROUNDWATER
RALEIGH,
SYSTEM LAYOUT AND DETAILS
CAROLINA STATE UNIVERSITY LOT 86
REMEDIATION SYSTEM
NORTH CAROLINA
I
.. I
. !
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: APRIL 2000
JOB NO: 099R0769.00
CAD #:01-076905-D05
DWG NO: 5
WELL
NUMBER
RW 1
RW 2
RW 3
RW 4
RW 5
RW 6
RW 7
RW 8
RW 9
RW 10
RW 11
ID-ATLANTIC
A S S O C I AT E S, P.A. .....
Engineering & Environmental Solutions
REFERENCE:
WELL SCHEDULE
SCREENED SCREENED SANDPACK
TOTAL DEPTH INTERVAL SLOT SIZE INTERVAL
(FT BLS) (FT BLS) (INCHES) (FT BLS)
85.0 20-82.5 0.020 17-85
85.0 20-82.5 0.020 17 85
75.0 20-72.5 0.020 17-75
75.0 LU-IL.::, 0.020 17 75
75.0 20-72.5 0.020 17-75
75.0-20-72.5 0.020 17 75
75.0 20-72.5 0.020 17-75
75.0 20-72.5 0.020 17 75
85.0 20-82.5 0.020 17-85
85.0 z::, -l:lZ.::> 0.020 22 85
85.0 2::i-82.5 0.020 22-85
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.
PUMP DEPTH
(FT BLS)
80
80
70
70
70
70
70
70
80
85
80
1" PVC TRUE UNION BALL VALVE--~
CHECK VALVE--~
1/4" SAMPLE PORT-~
3' o" x J' o" x 2' o"
TRAFFIC BEARING STEEL
MANHOLE WITH LOCKABLE
COVER (PEMCO MODEL 104363624 OR EQUIVALENT)
GROUND
SURFACE
4000psi CONCRETE---,.... · ,:·
TOP OF SAND PACK ---f"I
r #4 REINFORCING BARS
-1" SCH 40 PVC • c.-----
_ 1...----~ ~1• SCH 80 HOPE
CEMENT GROUT
BENTONITE SEAL -li>J-----4" PVC RISER
H-+---1" SCH 40 STAINLESS STEEL PUMP RISER
2' o"
1' O" MIN.
I
t
1' r MIN.
TOP OF SCREEN---t;l.t±±' --------------~
.. ' -: .
. --'1~---12" DIAMETER BOREHOLE .-:,-_ .
<r--
.-i-,
·r~
'.. l=lr ~""1+t-----0.020" SLOTTED STAINLESS STEEL
·:.:1-.,. WELL SCREEN
.·1--1-.
.·,Fr --
:+-I-, .
•. F F ·+----COARSE SILICA SAND •r r " FILTER PACK
.·,1-1-
, p ·., .> E
r;nl;-t-----GRUNDFOS ELECTRICAL
BOTTOM OF SCREEN ------, SUBMERSIBLE PUMP,
TOP OF ROCK "" '"'~.f---_ MODEL SES OR EQUAL
~ ----4" STAINLESS STEEL RISER
t
2' 6"
I
RECOVERY WELL CONSTRUCTION DETAIL f1\
NOT TO SCALE QIY
DRAWN
BY: CONSTRUCTION DETAILS WELL
NORTH CAROLINA
GROUNDWATER
RALEIGH,
DRAFTING
~
CHECK
STATE UNIVERSITY LOT
REMEDIATION SYSTEM
NORTH CAROLINA
86 BY:
ENGINEER CHECK
BY:
APPROVED
BY:
DATE: APRIL 2000
JOB NO: 099R0769.00
CAD #:O 1 -076906-D05
DWG NO: 6
EASEMENT PRIVATE PROPERTY
t
12" MIN.
45· LATERAL CONNECTION
4' (APPROXIMATE)
_.,,--CAST IRON OR BRASS PLUG
WITH FEMALE THREADS
1-11-
.,,-----45' BEND
2" DIAMITTR SCH 40 PVC
--BACKFILL --EXISTING GRADE
. .C,C~d.+"-r:~"-ic:~~+----1• HDPE RECOVERY LINE
.,:: .... y.··>7o,(i.'.;/;'-csT---2· HDPE EFFLUENT LINE
TRENCH DETAIL
SCALE: 1" = 1' 0 11
2" DIAMETER HOPE
GENCO SEALTITE TAPPING
SADDLE ONLY
.,,,,,--........
~CAST IRON SOIL PIPE
OR APPROVED EQUAL
I
I
I _,__ ________ 2" TAP AT 2 O'CLOCK OR 10 O'CLOCK POSITION
\ ' / -----
MAINTAINED BY
IF GOOSE NECK FITTING IS USED, PROVIDE APPROVED
SUPPORT UNDERNEATH.
EXISTING 8" DIP SANITARY SEWER
CITY OF RALEIGH ->----+---MAINTAINED BY PROPERTY OWNER
STANDARD 2" SEWER TAP AND STUB-OUT (PROPOSED)@
NOT TO SCALE 7
ID-ATLANTIC
ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
--BACKFILL
--EXISTING GRADE
,~---1" HDPE RECOVERY LINE
4" {MIN, TYP) CLEAN SAND BEDDING
TRENCH DETAIL
SCALE: 1" -1' D"
TRENCH CROSS SECTIONS
NORTH CAROLINA STATE UNIVERSITY LOT
GROUNDWATER
RALEIGH,
I •'
REMEDIATION SYSTEM
NORTH CAROLINA
' '':
86
--BACKFILL
--EXISTING GRADE
TRENCH DETAIL
SCALE: 1" ~ 1' D"
--BACKFILL --E~ISTING GRADE
,rc-:c,,_..,~~t-----1" HOPE RECOVERY LINE
=4------2" HOPE EffiUENT LINE
TRENCH DETAIL
SCALE: 1" -1' O"
DRAWN ~ DATE: APRIL 2000 BY:
DRAFTING CHECK
BY: JOB NO: 099R0769.00
ENGINEER CHECK CAD #:0 1 -076907-005 BY:
APPROVED
BY: DWG NO: 7
7' 5/8"
10' 1"
6"
12"
ID-ATLANTIC
A S S O C I AT E S, P.A.
Engineering & Environmental Solutions
REFERENCE:
10' MAX.
SPACING
TYPICAL
1 5/8" O.D. TOP RAIL
TIE WIRES 12" O.C.
l\ ·"
2" MESH, 9 GAUGE, TOP
SELVAGE BARBED & TWISTED,
BOTTOM SELVAGE KNUCKLED
3 STRANO BARBED WIRE
2 STRAND LINE WIRE lWISTED
W/ 4 PT. BARBS 3" O.C. BARBED WIRE ARM
TOP (TYP)
2 7/8" O.D.
END POST
' DIAMETER TRUS . LINE POST TIES 12" O.C. V
TURNBUCKLE
CHAIN LINK FENCE
NOT TO SCALE
FENCE POST----
GROUT TO PROVIDE DRAINAGE--~
3' 6" MIN
I
~-8~ SLEEVE ZINC COATED
....___ ___ SEAL WITH NON-SHRINK GROUT
FENCE POST DETAIL
NOT TO SCALE
7' 5/8"
10 ,.
FENCING DETAILS
NORTH CAROLINA STATE UNIVERSITY LOT
GROUNDWATER REMEDIATION SYSTEM
RALEIGH, NORTH CAROLINA
--r----;------,--.-,.-. H,.. ·.·r,c· -. : ··:· .,
2" MESH, 9 GAUGE
7' 411
10 4"
86
TURNBUCKLE
PROVISION FOR
PADLOCK
GATE DETAIL
NOT TO SCALE
3 STR. BARBED WIRE
2 STRAND LINE WIRE TWISTED
W/ 4 PT. BARBS 3" O.C.
L,---1 5/8" O.D. BRACE
1----4" O.D.
HINGE POST
NOTE: SECURITY FENCE TO BE INSTALLED A MINIMUM OF THREE FEET FROM
THE SECURITY FENCE SURROUNDING THE FORMER WASTE BURIAL AREA.
DRAWN ~ BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
DATE: APRIL 2000
JOB NO: 099R0769.00
CAD #01 -076908-005
OWG NO: 8
5FCTTQN A -GOCRAI NOIFS
I. ALL Wll<K FOR THIS PROJECT 5HALL COMPLY WITH THE f-FITIONAL
BOARD OF FlRE•·LfflERWRITERS, THE FEIERAL OCCUPATIOf-FIL
SAFETY HEAL tH ACT (OSHA), AND LOCAL BUILDING OCPARTMENT
RULES AND REGul.ATIONS. ANYTHING SHOWN ON THESE llRAWThGS
NOT IN ACCORDANCE WITH THESE RULES ANO REGULATIONS SHALL
BE BROU,HT TO THE ATTENTION OF THE ARCHITECT, BEFORE
PROCEEOIIIG WITH ANY WORK
6. ALL NEW MATERIALS ANll INSTALLATIONS 5HALL BE IN ACCCJ<!JR,ICE
WITH MfN.JFACTURER"S LATEST PRINTED SPECIFICATIONS AND WITH
CODE REOUIREMENTS.
7. THE GENERAL CONTRACTOR SHALL PROVIDE REPROOUCIBLE 'AS-BUil T' DRAWIIIGS
IN A FORl'l'IT ACCEPTABLE TO THE ARCHITECT SHOWING FLL LIGHTING
ANO ELECTRICAL CIRCUITING WORK CTNCLUDING CIRCUIT NUMBERS>
FIS ACTUALLY INSTALLED.
2. WHERE THE TERMS "'APPROVED EQUAL"", "EQUAL TO", OR OTHER
GENERAL OUALIFYING TERMS ARE USED IN THESE NOTES, IT 5HALL
BE Ul'OERSTOOO THAT REFERENCE 15 MADE TO THE RULING AND
JUDGEMENT Of THE ARCHITECT.
SECTTON B -COJTRl.JCIION, Cl.JAi Ill !Sr WoRKMBNSHlP
1. ALL CONSTRIXTION DRAWINGS AND SPECIFICATIONS ARE COl"i'LEMENTARY,
Atll WHAT 15 CALLED FOR BY EITHER WILL BE BOOING AS IF CALLED FOR
BY FLL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET Of ORAWIIIGS
51-R.L BE PROVIDED FIS THOUGH SHOWN ON ALL RELATED DRAWINGS. 3. THE GENEl!fl... CONTRACTOR 51-R.L VERIFY ALL DIMENSIONS AND JOB
CONDITIONS Atll SHALL REl'tRT TO THE ARCHITECT ANY DISCREPANCIES
OR OMISSIONS WHICH WOU.D INTERFERE WITH SATISFACTORY
COMPLETION Of THE WORK. 2. ELECTRICAL, MEC11'1NICAL, ANO PLUMBING DRAWINGS ARE SUPPLEMENTARY TD
THE ARCHITECT~ DRAWIIIGS. MECH'INICAL ANll ELECTRICAL FIXTU!ES,
FITTINGS, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS
ARE FOR LOCATION INFORMRTION ONLY. IT SHALL BE THE RESPONSIBILITY
Of ERCH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS
BEFORE THE INSTALLATION Of THEIR WORK. ANY DISCEPANCY BETWEEN
+. UNLESS OTHERWISE NOTED, ALL DIMENSIONS SHOWN ARE FROM CENTER
LINE TO CENTERLINE, CENTERLINE TO FACE Of
WALL, OR FACE Of WALL TO FACE Of WALL..
5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORD!f-FITION
OF ALL Wll<K BY ALL TRADES, INCLUDING THOSE PROVIDED ANll
DIRECTED BY THE OWNER.
THE ARCHTIECT ANll CONSUL TING EIIGINEER'S DRAWIIIGS 51-flLL BE BROUGHT
AC
ACT
ADJ
A.F .F.
ALT
ALUM.
L
ANDO.
APPROX.
ARCH.
II
BLOG.
BLK'G
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8/5
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CLl't
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CONST
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DI/!,
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EL
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EN
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FB
F£.
FIN.
FLl't
FLUOR
F.0.1.C.
FT.
FURN
GA.
GALV.
G.C.
GYP. BO.
HCW
HD
HOW
HOR.
HM
HT.
HVAC
AIR CONOITIONIIIG
ACOUSTICAL CEILING TILE
ADJLSTABLE/ ADJACENT
ABOVE FINISHED FLOOR
ALTERNATE
ALUMINUM
ANGLE
ANODIZED
APPROXIMATELY
ARCHITECTURAL
AT
BUILDING
BLOCKING
BEAM
BUIDING STANDARD
CABINET
CIRCULATION
CLEAR
CEILING
CENTERLINE
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONT RUCTION
CONTI~
COl>lliRACTOR ,
COO<D!NATE
CARPET
DETAIL
DIAMETER
OIMENSION
DOWN
DOOR
DRAWING
EAST
EACH
ELEVATION CHEIGHTl
ELECTRIC
ELEVATION CVIEWl
ENAMEL
EOUAL
EXISTING
FLAT BAR
FIR£ EXTINGUISHER
FINISH
FLOOR
FLUDRESCENT
FURNISHED BY OWNER
INSTALLED BY CONTRACTOR
FOOT/ FEET
FURNISH
GA\,l;E .
GALVANftw
GENERAL tlllNTRACTOR
GYPSU'\ 1o1fU. BOARD
HOLLOW CORE WOOD
HARO
HAREDWARE
HORIZC,-UAL
HOLLOW METFl.
HEIGHT
HEATING, VENTILATING,
AIR CONDITIONIIIG
INCH
INCANDESCENT
INCLUOC
JT.
LAM
LF
LTG
MAT.
MAX
Ma'
MECH.
MED
~UF.
MISC.
M.O.
MTD.
MTL.
N
N/A
N.I.C.
NO
NOM
NON. COM.
N.T.S.
o.c.
OFN'G.
OPP
PL.
P·LAM
PLWD pa_
PR.
PT.
R
RB
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REINF.
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RM
R.O.
s
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SEAL
SECT.
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SIM
SM
STRIXT. so.
STD.
STL.
STG
SL5P
TEL
TEMP
TPH
TYP.
U.O.N.
V
VAR
VCT
VEN
VERT. w
W/
W/0
TO TtE ARCHITECT'S ATTENTION BY WRITTEN llllTIFICATION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWING SHALL
BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE ANll AT Ill) EXPENSE
JOINT
LAMII-FITE
LINEAR FOOT
LIGHTING
MATERIAL
MAXIMUM
TO THE OWNER.
MEDIUM OCNSITY FIBERBOARD
MECHANICAL
MEDIUM
MANFACTU<ER
MISCELLANEUJS
MASONRY OPENING
MOLNTED
MATER!Fl.
NORTH
NOT APPLICABLE
NOT IN CC,-URACT
NUMBER
NOMINAL
NON COMBUSTIBLE
NOT TO SCALE
ON CENTER
OPENING
OPPOSITE
PLATE
PLFISTIC LAMINATE
PLYWOOD
POLISHED
PAIR
PAINT
11ADIU5
RUBBER BASE
11EFRIGERATOR
11EINFORCING
REOUIRED
R£V!SION
ROOM
ROUGH OPENING
SOUTH
SCHEDULE
SOLID CORE WOOD
SOAP DISPENSER
SEALANT
SECTION
SHEET
SIMILAR
SHEET METAL
STRUCTURAL
SQUARE
STANDARD
STEEL
STORAGE
SUSPENDED
TELEPI-IOI£
TEl"FEREO
TOILET PAPER HOLOCR
TYPICAL
IJIILE55 OTHERWISE llllTED
VCLTAGE
VARIES
VINYL COMPOSITION TILE
VEr£ER
VERTICAL
WEST/ WATT/ WIDTH
WITH
WITHOUT
BRICK MASONRY WALL
xXXX%u%¥3%:S CMU Wfl..L
===== STU) WALL
0-DOOR NUMBER
Sl-£ET No.
SECTION INDICATOR
DETAIL OOICATOR
GRID / COLUMN LINE
R£V!SION INDICATOR
NORTH INDICATOR
3. THE GENERAL CONTRACTOR SHALL, A5 PART OF THIS CONTRACT, FURNISH ALL MATERIALS, LAB'.JR, TOOLS, EQUIPMENT, TRANSPCRTATION. AND INSlRANCE NECESSARY
SHEET I DESCRIPTION
GENERAi TO PROPERLY EXECUTE AND COMPLETE THE WCI<!( ACCORCING TO THE PLR-15 AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL VERIFY ALL REQUIREMENTS
FOR EXACT SIZE AND OUlNTITY Of EQUIPMENT FURNISHED, INCLUDING
R£0UIREMENT5 FOR ME~ICAL ANO ELECTRICAL SERVICES, AND BE RESPONSIBLE
FOR ALL ROUGH-IN CONNECTIONS.
AO
BRGHTTECTl ERL
LEGENDS AND CODE SUMMARY
4. THE CONSTRUCTICN NOTES AND/OR DRAWIIGS ARE SUPPLIED TO ILLUSTRATE THE
DESIGN AND GENERAL TYPE Of CONSTRUCTION OCSIRED AND ARE INTEt-lJED TO IMPLY THE FINEST QUALITY Of CONSTRUCTION. MATERIAL, ANll WORKMANSHIP
THROUGtO.JT.
S. THE GENEl!fl... CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET Of
CONSTRIXTION DRAWIIIGS ON SITE IXJRING ALL PHASES OF CONSTRIXTION FOR
USE Of ALL TRADES.
6. THE GENERFIL CONTRACTOR 5HALL NOTIFY THE ARCHITECT Of ANY
DISCREPANCIES BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS
BEFORE COMMENCIIIG ANY WORK AND REOUEST CLARIFICATION.
7. THE GENERfl. CONTRACTOR AND fl',jy OTHER CC,-URACTOR INVOLVED IN THIS
PROJECT SHALL TAKE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR
ILL· TIMED WORK FIS A RESU. T Of, BUT NOT LIMITED TO.. INFERIOR WORKMANSHIP
OR MATERIALS, IMPROPER SCHEOULING, OR OCLINa.ENT ORDERING SHFLL BE
BORNE BY THE PARTY RESPONSIBLE HEREOF.
F£. :::;c::
[)
@=
[>
0
ROOM NUMBER
OOTUM INDICATOR
FIRE EXTINGUISHER
FLOOR MOLNTED
WATER CLOSET
E.W.C. lELEC. WATER COO.ER)
LAVATORY
lllf'LEX RECEPTACLE OUTLET
ll;LEPHm:
FLOOR MOUNTED
..l.NCTION BOX
JUNCTION BOX
Al FLOOR PLAN AND ELEVATIONS
A2 FOUNDATION PLAN AND DETAILS
A3 WALL SECTIONS AND DETAil.S
E,I:\ 15, F
ME-1 MECHANICAL, ELECTRICAL PLAN
ENYELIJE CCMFU».a: CERTIFJCATE
CCMcheck-EZ Software version 1.0
Sect I on 1 , PRo.ECT ltflR,IITI m
Project I nfornat Ion:
Equ p""nt Bldg. Lot 86, NCSU
Designer Informtlon:
Wolfe Groupe, Inc.
Doctment Author Infonratlon:
Christopher Patrick, AJA
876-9217
Sect I on 2, lHER,11.. ltfl-TI m
Building Location: Raleigh. North carol Ina
Cl lmte Zone• 7a
Heating Degree Days (base 65 degrees Fl• 3-467
Cool Ing Degree Days (base 65 degrees Fl, 1417
Building Type, StorageC-/lndustrlal floor Area• 264
f>te.se of Construction: X New Construction Addition Alteration
:..-unconditioned Shell lflle Afflda>liT
Sect Ion 3, QJMATE ·SR:CIFIC FECJJIIBEN1S
Component Na""/Descr Ip! Ion
ROO'• Metal • No Thernal Breaks WILL• Metal • No Therm I Breaks
DOOl , OJ,, que
cavity Cont. Assenbly Bud/jel
Area R-Yalue A-value U-Factor U-Fae1or
264 13.0 736 13 .0
42
DOOl, Overh"'d 72 SLAB: Unhea tedAJn lnsuta ted 68
Envelope PASSES• Deslgn,22Z better ttan code
Sect I on 4, CCMIU Mill: STAIDENT
0.0 0.116 0.069
0,0 0.133 0.129
U .7011
1 .4511
The proposed envelope design represented In these docunents Is consistent with
the bUl~l,AQ plans. specifications and other ca.tculatlons sulmlt1ed with this
permit llcatlon. The proposed envelope system tas been deSlgned to mee1
the CD.le ecke requirements.
Slgrature
IN,
INCAN
INCL
IN5UL.
INSTL.
JB
INSULATION
INSTALLATION
JUNCTION BOX
WC WATER CLOSET
WO. woro Ito/TERIOR ELEVATION INDICATOR
Pr lnclpa I Envelope Deslgner-te ..
Chr lstopher Patr )ck. AJA (ffi(r· Date
3/31 /llil
WR WASTE RECEPTACLE
~· ~ CONC. BLOCK CSECTIONI I I I I I I I I RIGID INSULATION
I
-" '] -
--
GROUT MORTAR
-BRICK CSECTICNl
lXI DIMENSIONED LUMBER
FINISHED WOOD
CARPET
STEEL (LARGE SCALE>
OTHER METAL CLARGE SCR.El
. ' .. j GYPSUM WFLL EDARD
I J L METFl. CSMALL SCALE>
l
I I I I I I I I I I I I l I I II
))))))))( )
BATT OR BLFtolKET INSULATION
CRUSHED STONE
CONCR£TE
UNDISTLl<BED/ COMPACTED EARTH
HOLLOW METAL FRAME
METAL FRAME
METAL FLASHING
SHEET METR.
ACOUSTIC TILE
ROD AND SEALANT
GLASS
• '
ACa:SSJ BI LI 1'i IEW Ff&TS ,
ltE FQ.LCIHG DATA StW...L E£ CCNSIDEIEO WINHil.H AM) Ntl SFf(lJ,L ATTRIBUTE(S) IE!l.UEO 10 IEEl va.. 1C CF lt£ MCmH CARO.lNAi:tSlAIE
BUILOJNG CWE. 3-W.L BE fflMDEO. TtE DESJQEA ~ COflE1E TtlS FCJII F<R TI-E PmTIOIS CF Tt£ FOOECT FCH 'HOI tEJ!H:. •. ,,ltE
DESlG.i IESPCH:ilfflLITY 00 SiW..1. S.!GI HI) SUL TI-E DESl(JER'S SlATElENT, IF Tt£ FflO.ECT m PIIDIOO er Tl£ mo.£CT K£. 011a,·
FRQifn-E FEWIIEENTS (F THIS CCDE. STATE Tr£ fEASCN(S) IN TtE ~PfflCPAIATE SECTI~ IE.or.
SECTI Cl< 1£SPO<. OESCJU Pn~ APR.JCMLE/ I N CCIIRJ M(t "'1.TEFW.TE I NorES SEC!]{}, IESPOI. DESJ!HJI• NCH-APRJ CAB.E DESllffft
1.2 A cx:ct.PAN:Y a...ASSl Fl CATI 04 A l]m IYEs I NO 14 A
1 .2 .11 A EXaf'Tl ffi(S I [I] NIA YES NO 1.2.11.2 (2:1 ~ 15 ' 3 AS SlTE Aa:ESS A [filfil YES NO ,. AS
4 AS Plll<ING LOfS AN> PlrJICI ~ DEO<S A (]m YES NO 1T AE
5 AS RAMPS " rnm YES NO ,. " 6 A ENTRNilS N-0 IE/ffi CF EGESS Arn?!) YES NO ,. •
62 A N.11ER CF ENTIWaS A rnZKJ \'ES NO 21 ' 6.32.1 A NU, CF IESClE NiSISTN£E A mm \'ES 00 2"l " 6.3.2.2.1 AE M t.E:Ttttl CF FESClE ASSI STIHI'. A (ITTA] YES NO 1 ';1'3"{5~7 23 A
8.32.3.1 A !UBER IF AREAS CF FESQ.£ ASSISTNff ' mm YES NO 2A AE
6.32.5.-4 AE TIO-WAY GOMN CATI (N ' mm \'ES NO 25 ' 6.3.3 A Emt'II Cll (F AIOS CF fESClE ' IN/Al YES NO 26 A
T A DOCAS, DCXIWA.YS & DIXR tWlllAfE It @II 'IE$ NO " A
0 AS STAIRS At() HAN>RAILS ,\ lMm YES NO ,. A PS
9 AS GRCl.N) »D FLOO'I SllFACES " mm YES 00 "' "p ,. AS PRIJfR.01 tE CB.ECTS ' mm YES NO ,. AEPS
11 AP Ta t.£TS AN) RJJeim Fl XTU£S It m::@ YES NO 31 HP
12 .. BATH. BA TII NS ND SHalER ROOl:i • Li@I YES NO 32 AEPS
13 AP DAI 00 m FWIT Al "3 A lNtAI YES NO
• A·Nn-llTECTUW.. E--ElECTfllCAL.. lil-tECWNICAI... P-AJJ,BIN3 RI) S·SITE
Df.SO'II PTI [N ..,.APR.J,.ffl'-&, IN CCIA..!Na.
lELEFIDES 'mm \'ES NO
B.EVATCFIS ,.. I NIAi \'ES NO
,._TN 'S I (ffRATJNG liEOWI SMS A I NIAi \'ES NO
/U/16 A I NIAi YES NO
""""' A I NIAi ,rs NO
STCJW£ A. I NIAi \'ES NO
FJXEO f BUILT· IM FACILITIES A I NIAi "' NO
~YSUTING A ) NIAi \'ES NO
IEST Al.JVNTS 1W CAFETERl If. A jNtAI \'ES NO
TRJfflPCRT o\TI (N FACT LI TI ES ' I NIA! YES NO
UIIWIES ' I NIAi \'ES NO
llSltBS NO IEHC>NTIL£ ' I NIAi \'ES NO
DRESSING ANl Fl m NO ROOilS A I NIAi \'ES NO
liEDICIL CAFE A I N!AJ YES NO
lfllffi!ENT LiDGING A I NIAi YES NO
ld.l Tl · F AMI LY HWSI ~ 'mm \'ES NO
CD.RTHCUSES. CflRTRCDIS. FRIS06. JAILS A I NIAi \'ES NO
oa LDID ·s ENVJ RINif:KTS '[ljZ[] YES NO
NOJES• ',,JATE~ TREFITMENT f'Ul'\F' R00/"15 FRE t£lT REOUIREO TO COMPL l.
OESHIER STATBENT
TO TtE 1£Sl IF lit KNClll.EOG: TI-E DESl ~ IF TI-I S llJI LOI tG COIRJ ES II TH TI-E
NCRTI-1 CAAO..l NA ST o\ TE ElJI LDI ti3 ClDE ,
V0..11E 1C -MAKIN) IULDlN3S Ill) FACILITIES o\00::SSJELE TD
ANJ I.JS>a..E BY FERSOO WITH DlSM!lLITIES AS I HAVE HOJCATEO o\BOIE
ffi-C@ DATE 11U1/99
. '
tl,..TEfNl.lE / NOTE
Pro,;ect:
Address:
Equipment Building
Lot 86, NCSU
Proposed Use: Equipment Storage
Owner/ Contact Person: Darin McClure, Mid-Atlantic Associates 250-9918
DESIGNER NAME I LICENSE " TELEPHONE"
Architectural ~btiE:2bQ~r D. EDiii!::k I §21!6 { 919
Electrical JQbn L.. Berc:imi~n I !1521 { 919
Plumbing I {
Mechanical I {
S\ruc\urol John L. Berr:tmen I 11521 { 919
Sprinlder·Standpipe I (
Fire Rarm I (
Other lCiviD I {
BUILDING DATA
Occupancy: Equipment Storage (unoccupied)
Mixed Occupancy? Yes /~ SepBrBtion: __ Hr.
Construction Type: I II III IVCPJ I IV(UP) I VCPJ VlUP) VICPJ
VICUPJ Mixed Construction? Tes I
5prinklered7 Tes I I:]£] ( 13 13R 13D )
Fire District? Yes I INol
Buildng Height: 1 Number of Stories -~--
Mezzanine 7 Yes / j No I
Hisj, Rise? Yes / I No I
Gross Buicing Area:
Floor 5q. Ft.
Basement
1st Floor
2nd Floor
264
T o\ol Gross Are.,: ~2~64~ ____ Sq. Ft.
No
Areo Increase? Yes / ~ If Yes, Code refernce: _____ _
If Yes, calculations: ----------------------
FIRE RESISTAl'CE RATINGS
Required Hourly Roting
DetaD • It Sheet u
Of Roted
% Woll Opening
Porty I Firewalls: n/o
Exterior Bearing Walls:
North n/o
East n/a
West n/o
South n/o
Exterior Non·beoring Wolls:
North NC
East NC
West NC
South NC
Interior WoI1s: U.L. Penetrations
Test Nurrbers
Bearing n/o
Non-bearing NC
Tenant Separation n/o
Ceiling-Floor Assembly: n/a
Beams: NC
Columns: NC
Ceffing·Roof Assembly. NC
Vertical 5hofts: n/o
Cheses, P.E.M.: n/o
Mixed Occupancy Separation: n/o
Tenant Separation: n/a
n/e· No\ Appiceble Joe· Non·Combusti:lle
LIFE SAFETY SYSTEMS
Emergency Lighting and Exit Signs
Fire Alarm e.nd Smoke Detection Systems
Panic Hardware
EXIT REQUIREMENTS:
Dead End Limit • Mox. Condition -~□ ___ Feel
Travel Distance to Exit· Mox. Condition 11 Feet
Number exits:
Yes
Yes
Yes
;[Nol
I (§] 100 ___ _
T otol Square F oolage of floor 264 dvided by gross sq.
fl. per occupancy 300 = 1 T olal runber of people of floor.
Number of doors provided ~2~ __ ,number of doors required _1~--
DESIGN LCFOS:
Roof Live Load: _ _.,,20,,_ ___ p.s.f.
Wind: Zone-80 m.p.h. Importe.nce Fe.ctor-~l~.0--i __
Floor: n/ e p.s.f,
Snow: 15 p.s.f.
Lateral design Control: Earthquake
Calculated Wind Bose Shears (for MW-=FccRccS-) -
SEISMIC PERFORMANCE CATEGORY A
Compionce with Section 1607.3.6.1.1 Ties and continuity? N/A
SEISMIC PERFORMANCE CATEGORY B
f'rovide the following Seismic Design Parameters:
Effective penk velocity-related acceleration:
Peek ecceleretion coefficient:
Sei'nic Hazard Exposure Group:
Seismic Performance Category:
5ite Coeffic-.n\:
Av= 0.075
Ae-0.050
SHEG=_.IB __
5F'C=_.'=""_
5=~2=.0~_
Basic Structural System:
_Bearing Woll
LBuiding Frame
__ Due.I w/ Specie.I Moment F re.me
Moment F re.me
Response Modification Factor:
Deflection amplification factor:
Bulking Height Limit (fl,J
Seismic Base Shear:
MODAL ANFI. YSIS PROCEDURE
Modal Base She8r:
ELF procedure be.ae shear:
Dual w/ Intermediate R/C or Special
Inverted Pendulum
Rx=-;7.-__
Ry=--;7 __
Cdx= 4 --i--Cdfi: ~L
V= ---
Vt= NIA V= N/A
Architectural~ Mechtinical.. Components anchored per force CcP? NIA
Soil Bearing Capo.cities:
Field Test (provide copy of test reportJ ____ ~·-s.f.
Presumptjve Bearing Capacity 2,000 p.s.f,
PFIRKil'I, SPACES:
Steel
0 Required O • Provided • Bu,lding is unoccupied storage
Handicap Speces ___ provided (13' wide and R7-8 and R7·8D signs)
Special approval by Deportment of Insuronce or by Local Jurisdiction
Describe below:
l 876-9217
l l 876-9217
) {
) (
J ( 876-9217
(
) (
) (
UL / FM • For Roted
Assemblies
Cl.l \i U< = 0 ·-I; I I I . -s ~ ~" -0 zoo r./J ._,. •1 -Cd <~ ...... n; I = (I)
~< s •• = ~ G 0
'
i,.., ·-<o ;;.. = '41" µ.1 I 00 ooo dd 1118 I I< bO = ~I! ·-$..,
(I) el (I) = ·-bO = µ.1
Rev;sions
6 i 6 ls ... ~. " 0
6 . .,, " ~ 6
§
N ~ .. ' 0 ... 0
" § ,, ~ ~ <. 0
Sheet
~
b • 0 ' ' " b --
©-,.. -
A
1'-4"
CONTROL 5'-0" , 5"-0" ROOM CONC. PAD
3'-0" • 7'-0" S--0"
22·-cr·
METAL WALL
PRl'£LS
3 5/8" 20 GA.
METAL 5TUD5 !I
24" o.c. W/ 5/8"
GYP. BO. EA. SIOE
TO DECK ABOVE
15'-7 3/8"
B
I'
5'-(1' x S"-0"
CONC. PAO
HOL. METAL ODOR 5/8"
:..-.,
I, -
EQUIPMENT
ROOM
3"-IY' , 7'-0"
HOL. METAL DOOR
3'-0" • 7'-0"
ill HOL. METAL DOOR
8"-C,'W X 9"-0"H
INSULATED COILING
STEEL DOOR
@
7'-(J' 8'-0"
Floor Plan
SCR..E: 1/ 4" = 1'-0"
EA\IE TRIM\
~
INSULATED COILING
STEEL llOOR
Front Elevation
SCALE: 1/ 4" = 1'-0"
"
V
V
V
EXPOSED FASTENER OF PANELS
EXHAUST FAN
EXPOSED FASTENER
/ METAL WALL PANELS
,---EXHAUST V FAN
V
/
b ' <»
2
Al
METAL WALL PANELS \ r METAL RO
.--->,,\-----------,,~-------------,
PREFIN!SHED GUTTER --<1-1
AND DOWNSPOUTS \
I\
I
I
\
I
Rear Elevation
SCALE: 1/ 4" = 1'-0"
3
Ai
NO.
I
2
3
4
lgJ lg] lg] llail ~~IJ,{Jl;;lgJl!J]I!.,~
OOOR FRAME THRESH RATING
OOOR OPENING SIZE HARD-TYFE MATERIAL FINISH MATERIAL FINISH HCJJR LfllEL WARE w H THK.
3'-0" 7'-0" 1-3/4" FLUSH HOL. METAL PAINT ALUMINJM PAINT ALUM. B
3'-0" 7'-0" 1-3/4" FLUSH ALUMINUM PAINT ALUMINUM PAINT ALUM. B
3'-0" 7'-0" 1-3/4" FLUSH SOLID CORE \,/0()[) STAIN HOLLOI< METAL PAINT ------C
8'-0" 9'-()" O.HD. STEEL PAINT STEEL ------------A
lg)tg)tg)fiilil H~IQJW ~i;; !!i11&;:Hi;;1Qll!.!Jl!,,,i;;
MIi(. 1!:!11!1111!:ll'llll"Tl~INI
MFNJFACTI.RER'S STA!OlRO HARDWARE AND LOCK, MFt,i\A_ OPERATION. A
8
KE'l'ED DEAOBOL T LOCICSET, wEATHERSTRIP AND
ALUMINUM THRESHOLD, CLOSER.
C BUTT HINGES. PASSAGE LATCH, Cl.05ER.
li!!!ONll!!lll=ff !!!!!11&;:ll=ffi;;lg)l!.!Jfblli
FIIIXIIIIII
CONTROL ROOM
EQUIPTMENT ROOM
RAKE TRIM
EXP05ED FASTENER -PREFINISHED GUTTER METAL WALL PANELS ~ il/2 AND DOWNSPOUTS
\
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' PESOl+EL DOOR ' ' ' ' ' ' ' ' V
Ri ht Elevation 4
SCALE: 1/ 4" = 1"-0" Al
EXPOSED FASTENER
r--METAL WALL PANELS
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Left Elevation
SCALE: 1/4" = 1'-0"
_ RAKE TRIM
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PESCJN,EL DOOR
REMARKS
Bl PRE -ENG. MFR.
Bl PRE-ENG. MFR.
INSULATED, WEATHERSTRIP
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SJRUCJI.RfL IIDTES
A. GENERAL
1. Design Live Loads:
Roof:
Colleteral Load:
Menenine:
2. IJl>d loeds Cr-K: Bulding Godel
Basic Wild Velocity
Importance F ector
9. -Tevielions:
UON--UiNs Otherwise Noted
CJ--Control Joilt
EJ--E,panoion Joint
NTS·-Not to 5cole
EW--Eoch Woy
JI--Dmneter
WWF--Welded W'IN!I Fabrie
20.0 p•f
5.0 psf
125 psf
OC--Q-1 Center
CC--CenteT to Center
BB·-Back to Beck
TOM--T op of Masonry
N5--Neor side
FS---F or aide
4. Structured Oif!!lwings WR be used in conjunction 'with the-pro.;e,ct
speeifieations and Architecture! end other Engi"ieering Dre~. 5. 5Lt>mit Structural 5hop Droving$ on one Q!"nl and one sep;e. Do not
febricole material unU Arclilocl end/or Engileer has reVJewed shop
drewitg& end el exceptions have been resolved.
6. The contractor shall be rosponslblo for revie~ al dimensions in lhe
dravil9s t1nd t11dvi!!ilg the architect of any dff erences in the dinensions on
the dre.winQs prior £o co~~conalructiol'I.
7. The contractor shoU bet r for reviewing al e1dstin9 job condtions.
Any adverse exi&ti\g: coodtions effecting vork sno\lfl on these drawings
shal be brought lo the aUention of the erclnecl for possb1e clerif"lcalion of
reconcliation.
a These drewirlge do not contail the reqUl"ements for .;ob ufety. Al provilions
for safety shel be the sole responsbllity of the contractor.
B. FOUNDATION
1. lJeolon sol bearing copoc~y: 2000 psf (preoumed ~9 IOI
inves11Qotfon). The owner shal retain e geotechnlcel engineer to cooduct •
subaurfece investigation to Yerify the presumed bee.ring capacity prior to
constrvction.
2 F oundDtions have been designed bi,,aed on prelimi\e.ry reeclions. The
contrector shel submit foundation design reactions end anchor bolt plan from
the epprOYed mete! building supplier for verification of fouode.lion design
prior to construction.
3. Poiit elevations indicate top of we.I end top of footing elevations.
4. 'Letter" beside • foolln\l on fo<l\dotlon pion denotes foot~ type. See
schedule for size and reinforcing.
5. F ootilgs she.II be carried to e lover elevation than those indic:e:led oo the
drawings if reqiired by the Architect end/or Engineer to reech firm
undisturbed bol bee.ring es t.reio specified.
6. Elevation of fOIA'detion shown on the drawings ii e8Sl.ffl8d for biddng
purposes only. F ounde.tion to beer on approved materiel ee specified.
7. Al slm>s on grade ahel be placed over 4" base of vel cornpe.cled 9"8Yel.
The gravel shell be pieced on original soil or on &Grth fin es descrbed in note
-S below. Cover grevel base with approved vepor borrler before placing
coocrete.
a Where footing: or slab on grede is to be ploced oo fit,. oU lopsoi, roots tresh
and other extraneous moterieh iholl be removed end replaced with aelect fill
corrpocted to o minimum of of iti rno,cimum density et it!i optin.Jm moisture
content es meesured by the Slendard Proctor Method CASTM D 698). The
lop 12" shol be compacted lo • minimum of 98'!:. 5oll compaction ...,I be field controlled by e representative technlclon cf e. qumified laboratory as
approved by the Architect Of'ld/or Engineer. Eech feyer of fl she.I be no
greeter then 12" thick end aheifl be compect&d e.a specified prior to pie.cement
of the f ol0\o1in9 la)"er.
9. Footings she.I be excavated lo final depth end concrete pieced il the sarne
day.
10. Contrector to ha,e Footing e>ccavotiona,. reinforcing ond forms reviewed by the
Structural Engineer prior to placing concrete. Place concrete for slob on gre,d1t
in contiruoua st~ Of'ld provide control end construction joints et locations
shown on ctreivilgs. Provtde dieimond ahDped control jOints ot ol footings.
Joints to COftCide with slab/control JC)inta.
C. CONCl<ETE
1. Minimum compreuive ltrenglh ol 28 doy1 she.I be: 3COl psi.
2. Wei!jlt of concrete &hall be 145 pcf tnormel weight).
3. Al detalile, fobricetion and erection of reilforcing bers shell conform to ACI
"'Manuel of Ste.nchrd Practice for Detailing Reilforced Concrete Structure"
lfl::1--315, 1980 Edition) ond the 'Bulldi>g Code Requirements for
Reinforced Concrete" CFCI--318, 89J.
4. Reinforc:inQ bars shel be rolled from new bilet steel confo~ to
'°Spe,cifice.llon for Deformed Billet Steel Bors for Concrete Retnforcement,"
RSTM A 615,. end shal be Grode 60.
S. Welded s~e fabric ..... confoTm to FISTM A 185 and Fl 82.
6. Grout under el coomn base plates with non-shmk, non-metmlic grout which
confirms. to Corps of Ef'l9ineer-s Specification CRO-C 621-82.
7. Detoils... workme.nslip end procedure of concrete plo<:ement she.II conform to
the latest edlions of AC!-315, ACl-318 ond ACI-301.
8. a&er cistance from face of concrete to meii reinforcing: F ootilgs, volls cost ogo~sl eorlh: 3" IXJN.
9. Fl isolation jOint strips shell be Wl' thick, unlese otherwise noted.
10. Welded lffl'e febric shell heYe end kips. of one flM fabric pk.ls 'Z' between
Cf'QSS wires.
1L Al reinforcing shol be securely wired together in forms as coled for in
"'Piecing Reinforcilg Bor!i!" by C"RSI.
12, 5ovcut Crock control _;olnts CCJJ ...,8 be placed " slobs on grade ot •
me,cmum spacing of 25',. uri&aa otherwise noted.
13. Reinforcing steel in place BMI be re\'i&wecl by the Architect ond/or Engineer
prior to piecing concrete.
14. Chomfer exposed edges of concrete 3/4• or es shovn In Architecture!
Dre.wings.
15. Slob on 9rod& shoU b<> 4" or 8" \hid vitn v&ld&d vire fabric ot 1/3
depth from top of slab wess othennse DOted.
D. PRE -OGINEERED BUILDING
1. The buNdilg she.B be a manufacturer's atanderd prefabricated metel structure
of the oppro)Cimote mid& area shown, except es noted. Rigid frames sheH
be spoced os noted on plans~ but overe.l dmenslons and construction de-te.R
me:,, vory to slit manufacturer's stande.rda.
2. The b\Aldilg shol be designed and fobricoted occo-g lo the 1999 North Cerolno Stole a.lding Code, the 1993 Edition of AISC end the AISI 1ot .. t
specifice.tions. The dm6nsione1 tolerances outlined in the AWS code under
workmcnship and the toi&Tanees applicable to rol form steel tnder the AISC
"Ste.nderd MIi f"ractice" section shall be reqlired in the f ebricetion of the
steel bLiding frames;.
S. Fl complete dooi9> onelysis sho1n19 ol colcclolions for the rigid frames, girls,
and purlns., and o layout of enchor bolt& end other embedded items shall be
submitted foT opprovol attn the shop drovlngs. Shop drovinQs shol incklde
details of an me.l'l memben... typical cOMeCtions (showing bolf holes end
weldsJ,. and erection drewings. The shop drawings end tM design onelysia
shall be tee.led by an EngiVMr registered I\ th& state of Norfh Ceroli\6..
4. The buildng shall be desig,ed to ,upport ol mechonicol equipment i,cloclng
heotera.-sprink~ e>ehaust systems, end ell other wch devices. Additionel
girts or purlns she.I be placed in convenient locations for ottactrnent of el
meche.nicel eqliprnent.
5. Loeding end loe.d combinations shall be in accordance vith the 1999 North
C.rolno Slate Bulding Code, MBMA "Metal 8uki,g Systems Morn,o~• lotosl
edition except tret live load reductions she.I not be ollo'wed.
6. Cross bracing ond portal columns shell be used to resist letere.l loads.
HAil<l'IN OR TIE ROO
SEE PLAN FOR LOCATIONS\
STEEL LINE ~-~·-M ANCHCR 00L TS \
3·..:_ -,,'!,_. . ...:.,.._ ~ .-.-.:_._ ..!. ~•-·...!. :--· -...,... _:..:.......: ,-. ¢::: ~-~x-:=-r . . ;tt""" • ~ . J -~. - • =-,:~_. . ..,. -
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\ . ~· . • 't·-·. :,,::,!/_· .. '
CONT!ru:: FTG. r, 'B' . .·. ·---'B' . · (J> ... REINF. THl1U COL. FTGS. • . ,, ..
A"
. ,, • .. v--4 • 4 SEE FOOTING SCHED.-< '· a . ' 0 • • a ' 0 r---.,.,. . .• . a
• :<, , • -<, • .. ..
sa-'1RE -SEE SCHEDULE
T • Col.
SCALE: 1" = 1 '-0"
V +2.1
-1.5
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Detail
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3" -· EAR
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21'-6"
' -------+ , --,--- - - - - - ---:& ---------I .,
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4" CONC
PAO
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6"6,Wl.4,Wl.+ 1-1.W.F OVER
6 MIL. POL YETI-L MOIST\RE
BFRRIER OVER 4" TONE FILL
OVER COMPACTED TH FILL
7 u
'
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B
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1/2" EXP.
JT. MAT'L.
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~~-~0J1Cf,.e:,;?_o,t.90"'.-:,_t'_O,,?Cfp;,po,.. ~: :--.~· \s,: 4 ·.
T • Footin
SCALE: 1" = 1 "-0"
_, __ y +2.1
-1.5
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4" CONC.
PFIJ
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Detail 3
A2
V •2.0 _ _,-
-1 .5 Ii I • ------7:-o·· l OHO SILL l V +2.0 L _______ J
-1 .5
H +1 .5 -1 .5 8'-0" • '
Foundation Plan
SCALE: 1/ 4" = 1'-0"
liSIQJIQJ"if'OIN.lil ~(l;IHJ[;]jlgll!Jll!,,,[;]j
MARI( SIZE REitfll<CING
A 3'-O"x3"-0''d'.-o" (4) "5 TOP & BOTTOM
B 1'-0"'1'-6" CONT. (SJ •S CONT,
C 1'-0"'1'-6" CONT. (3) •5 CONT.
NOTE: THESE FOOTING SIZES FR: BASED ON A55UMED
REACTION5 NOT TO BE USED Fa1 CONSTRLCTION. CONTRACTC'1 TO SLFl'L Y Fll\R. REACTIONS BEFORE
CONS"TROCTION BEGINS Fa1 POSSIBLE REVISION OF
FOOTII\G SIZES.
NOTE: SEE PRE-EI\GINEERED BLDG. SYSTEM AN:HCR
B0L T PLAN TO VERIFY BOLT SIZE AN) LOCATI°'6.
., -VERIFY ANCHOR BOLT REQUIREMENTS v/
PRE-ENGINEERED !ll..llG. MINJFACTURER.
AN:Heli:
BCLTS ■-
(2) 3/4"
----
------
H •1.5
-1.5
1
A2
COMMENTS DETAIL
<1l oS HAIRPIN 2 vi S' LEGS
------s
------4
CONC.
AP!i!ON
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SCALE: 1" = 1'-0"
METAL GUTTER
ANO DOWNSPOUT \
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PANELS
Roof Plan
SCALE: 1/ 4" = 1'-0"
17
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JT. MAT'L,
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EAVE FIJl<UN ---~
STANDII\G SEAM METAL
ROOF PANcLS
R-13 VINYL ER:KED
BATT INSULATION
RAFTER
EAVE GIRT ----I+---'
3" R-13 VINYL-BACICED -----1-1-------
BATT INSULATION
4" CONC. SLF6 w/
6x6xl.4d.4 W.WF. ON
4" STONE BASE
6 /IIL. POLY
VFPORBFl<RIER
High 5idewall
SCALE: 1" = 1'-0"
~--RIDGE CHANNEL
,---WALL Cf'f'
EAVE TRI/\
L--------------1\ETAL WALL PANEL
,.__ CONCRETE FOOTING -SEE
FOUNDATION P1..R11 FOR
SIZE AND REINFORCING
STANDING SEAi\ METAL
ROOF PANELS
R-13 ROOF
INSULATION
RAFTER
4" CONG. SLAB w/
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4" STONE BASE
COLUl'\N FOOTING BEYOl'O
EAVE PlRLIN
Low 5idewall 5ec tion
SCALE: 1" = 1'-0"
WALL CFf'
EAVE FLASHING
~UTTER HANGER
\__ GUTTER
-~ OOWNSFOUT = BEYOND
I.,---BASE ZEE
• FOOTING -SEE
ATION PLfl-l Faa!
IZE AND REINFORCING
2
A3
STANDING SEAM METAL
ROOF PAl£LS
ROOF FUi1\.IN
3" R-13 VINYL-BACKED ___ _,,_ _ _,,_
BATT INSULATION
4" CONC. SLAB a/
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4" 5Tet£ BASE
0
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WALL CLOSlRE
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~ BAS: ZEE
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SCALE: 1" = 1'-0"
FOOTING
SEE FOUID. PLAN
faa! SIZE AND
REINFORCING
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5TUDS !I 24" O.C.
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SCALE: 1" = 1'-0"
. .
ROCF PANELS
1/2' GYPSUM BOARD
SEE FLOOR PLAN FOR
LOCATION OF 50UND
ATTENUATION BATTS
ANCHOR TRACK TO
SLF6 a 48" O.C.
Wall
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MSP-17 C2Cl1) . i
c\\ArJ&C
T"'
\ip
INTERSTATE ~ GLASS, INC.
Greenville Rocky Mount Smithfield Wilson
830,2800 407,751-5 934-4121 291-2800
800-282-4121 800-258-4577 888-248-3594 800-258-4577
Electrical/Mechanical Plan
SCALE: 1/ 4" = 1 '-0"
$, 3-WAY SWITCH
l{j)
11<><1/
4' SUSPENDED FLUORESCENT
LIGHT FIXTURE
DUPLEX OUTLET
HAZAROOUS LOCATION ELECTRIC
CONVECTION f-EATER
OMARK Mm• ICG!!Ol!R--N
EXPLOSIOl,I-RESIST. Tf-ERMDSTAT
HAZARDOUS LOCATION EXHAUST
FAN -DAYTON MOD o+C370 W/
GI.R,10 FM) LClJVER
NOTE: ALL FIXTURES IN EOUIPMENT
ROO/'I TO BE EXPLOS!Clll-PROOF.
1
Ml
NOTE:
SEE SHT E-1 BY MID-ATLl<NTIC ASSOCIATES
FOR SERVICE PANEL SCHEMATIC.
SEE SHT E-3 BY MID-ATLANTIC ASSOCIATES FOR PANEL SCHEClJLE.
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Sheet
~XFMR
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CD SERVICE
BY UTILITY
~
BY ELECTRICAL
CONTRACTOR
d,-----11
0 1 Ill 11 5/230V
200A METERBASE
d,-----12
)
MAIN
200A
230V
2
= '
TRANSFER PUMP EFFLUENT A/S BLOWER
)) ) 60A 1 Ill 2P ) 20A 1 Ill 2P
) TRANSFER PUMP
20A 1 Ill 2P
3>-----.1,
3 t-----m
230V
AIR STRIPPER BLOWER
230V 1111
5 HP
FLA= 28A
XP C1D2
230V
5>-----m
230V
CONTROL
PANEL
TRANSFER PUMP
230V 1111
1 HP
FLA= BA
®
®
d,-------l5
"7----<9
ID-ATLANTIC
ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
' '
CONDUIT AND CABLE SCHEDULE
NO. DESCRIPTION (ALL CONDUCTORS Cu THHN 75 C)
CD 2 " GRS (OH) OR PVC (UG); 2#4/0, 1 #2/0W
® 2 " C 2#4/0, 1 f/2/DW
@ 1" C 2#8, 1#10G
© 2" C POWER CKTS. AS REQ.D
® 1/2" C 2#12, 1#12G
® 1/2" C 1#12, 1fl12W, 1#12G
(zl 1/2" C 2#12, 1fl12G
® 3/ 4" PVC 2#12, 1 #12G (SEAL OFF)
® 1" C CONTROL CKTS AS REQ.D
@ 1 1/2" C 2#1, 1#1W, 1#BG
r[jJ
MAIN SERVICE PANEL
115/230V 1 Ill
200A MB 30 CKT
CONTROL CIRCUIT CONTROL CIRCUIT EXHAUST FAN
) CC-1
20A 1 Ill 1 P ) CC-2
20A 1111 1P ) 15A 1111 1P
115V 115V 115V
6t----d, 7t----d, 6 f-----d,
EFFLUENT
TRANSFER PUMP
23DV 1 Ill
1 HP
FLA= BA
BUILDING
EXHAUST FAN
115V 1111
1/4 HP
FLA= 5.8A
> BUILDING
HEATER
230V 1 ¢
1 KW
( D
BUILDING HEATER
: ) 1 5A 1 Ill 2P
230V
LIGHTS &
PLUGS
115V 1111
FACILITY LIGHTS
) PLUGS
' 20A 1¢ 1 P
115V
AND
RW-PNL 1
) 1 OOA 1 ¢ 2P
230V
CABLE ELECTRICAL ONE LINE, CONDUIT
NORTH CAROLINA STATE
GROUNDWATER
UNIVERSITY LOT
REMEDIATION SYSTEM
SCHEDULE
86
RALEIGH, NORTH CAROLINA
-----·-----~---
' . ' ' :, ,: I ,,,•
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 f/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
81-----d,
RW-1
) 1 5A 1 Ill 1 P
115V
b RW-2 to RW-11
I) 15A 1111 1P
115V
I
CIRCUIT SHOWN IS
TYPICAL FOR ALL
RECOVERY WELLS 1 -11
CONTROL
PANEL
RW-1 to RW-11
I
I
I
I
I
I
I
®---1
RW-1
230V 191
1/2 HP
FLA=4.9A
I
( I'\
MOTOR SHOWN IS
RW-2 to 11
230V 191
1/2 HP
FLA=4.9A
TYPICAL FOR ALL
RECOVERY WELLS 1 -11 ]
DRAWN
BY:
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
NOT TO SCALE
DATE: APRIL 2000
JOB NO: 099R0769.05
CAD #: 01 -076911-D05
DWG NO: E1
CONTROL WIRING
CC2
51 EMERGENCY
~] O._:::::--~-c'i,;ST41-"0P,_...:2:.:_1 ______________________ 1
I N-CC1
,----
1
I
I
I
I
I
I
I
I L ___ _
.. -
.----------------------,c}----(
5 5
4
HOA1
H O A
PLC
L1
o -COM
+ 24V
__ __,M~ -10:01 ~ 0---------+---<> 10:02
HOA2
H O A
__ __, .. M~~-----+--o 10:03 ~ 10:04
HOA5
H O A
INPUT
A/S BLOWER AUTO
A/S BLOWER HAND
TRANS, PUMP AUTO
TRANS. PUMP HAND
EFrL. TRANS PUMP AUTO __ __,T,_ _o) o-------+---<> 10,os
~ l0:06 EFrl. TRANS PUMP HAND
---HOM ___ --· ---·,--------7
H O A I
----~o)_------+--o= -1= I
_,,,,... -.__ ____ ...__ 10:08 RW-1 HAND I
/ SWITCH SHOWN IS TYPICAL '\ I
/ FOR RW-1 TO RW-11 LOCATED I
'-. IN CP RW-1 TO RW-11 / I ......... __ ,..___ __ ___
HOAS THRU HOA15 I
H O A I
,--¥~~ - - - - - -o 10:07,09... RW-2 TO 11 AUTO I
'---<, o-- - - - -p 10:08,10... RW-2 TO 11 HAND _j - - - - - - - - - --~ ----~ - - - - - --
f---El _L~I_
1,~ 7
·>---0 _L~1_
1,~ 7
·>---0 _H~1_ 8 6
·f---El
H~l1
1,~ 9
·f---0 _Ll;-2_ 10 6'
f---El
H~
1,~ 11
f---0 ~~~ 12 . Ii'
~S! r--E 13 "' f--EJ ~~s~ 14 ·;;-
P~1
-10:33
-10:34
I0:35
10:36
w l0:37
10:36
~ 10:39
10:40
10:41
10:42
A
V
HOLDING TANK
LOW LEVEL
HOLDING TANK
LOW LEVEL
HOLDING TANK
HIGH LEVEL
HOLDING TANK
HIGH HIGH
A/S TANK
LOW LEVEL
A/S TANK
HIGH LEVEL
A/S TANK
HIGH HIGH
A/S BLOWER
LOW PRESSURE SWITCH
A/S BLOWER
HIGH PRESSURE SWITCH
RESET
PANEL ON
ID-ATLANTIC
AS S O C I ATE S, P.A.
Engineering & Environmental Solutions
REFERENCE:
A--------------------~------------1r-----------------------
3 (CCI) N-CC1 C
-cciM CC1 IL__ ______ --i----o
N
OUTPUT
00:00 1M . . A/S BLOWER (AT VFD) . .
10L 1 L1 1 L2 2L1 2L2
00:01 2M ' TRANSFER PUhilP -
20L
' ,. EFFLUENT TRANS PUMP 00:02 3M . e §
3 OL 10L 20L ---------~------7 i ..
I 4M • RW-1 1
4 OL
I ,.... --------------I I / STARTER SHOWN IS TYPICAL '\ I
I/FOR RW-1 TO RW-11 LOCATED/ I
'\.. IN CP RW-1 TO RW-11 I ..__-,,.____ ______ .,, I
00:03
1T1 1T3 2T1 2T2
I ,sii\_ I 00:04 o-"-'-- - - ---< 15M --,.+--RW-2 THRU I
00:14 I S.::,, 5 OL RW-11
I 15 OL 1
~-----------+~_C_O_M_C_C2~L ______ _LO=rn~~~-l~~~•u
~l ~)
AIR STRIPPER BLOWER TRANSFER PUMP
230V 1d 230V ld
5 HP 1 HP
FLA=28A FLA=BA
00:170--+--------{R)----..... HOLDING TANK HIGH HIGH
00:18 0-l----------( R }----A/S BLOWER TANK HIGH HIGH
00:19 0-'--------( R ,__ _ __. AIR STRIPPER LOW PRESSURE
00:20 0-+---------( R ,_ _ __. AIR STRIPPER HIGH PRESSURE
0--1 AIR STRIPPER BLOWER ON
1M
0--1 TRANSFER PUMP ON
2M
0--1' EFFLUENT PUMP ON
5M
r--------------------7
I 0~ RW-1 ON I I .--...-------....._ 4M I
( LIGHT SHOWN lS TYPICAL '\ I I FOR RW-1 TO RW-11 LOCATED/
I [ \._ IN CP RW-1 TO RW-11 / I ......._ __ ..-.... ___
I
>-----------1----------/'G"1'--, ~-RW-2 ON to I /-...,,.,_ 5M to RW-11 ON I I 15M L LOCATED AT CP RW-1 TO RW-11 ------------~--______ J
SEQUENCE OF OPERATION AND ALARMS
TO START:
1. PLACE "SYSTEM ON" SWITCH (S1) IN ON POSITION.
21 (CC2) 2. PLACE ALL OTHER SWITCHES IN ON POSITION.
3. COYOTE CONTROLERS WILL OPERATE RW PUMPS, STARTING RANDOMLY.
JO STOP :
1. IN EMERGENCY, STRIKE EMERGENCY STOP BUTTON
2. OTHERWISE, PLACE ALL SYSTEM SWITCHES IN OFF POSITION.
3L1 3L2
@)
30L
3T1 3T2
~
EFFLUENT TRANS PUIAP
.
T
I
I
I
I
I
I
~LTl
~~
230V
1 HP
FLA=BA
T
I
15M~ J_ ~~ T T ,,i''if, I ck
15T1 ~
ue • L2
COYOTE 1PH230V
CONTROLER
Ml. .M2
RW-2 to RW-11
230V 1ill
1/2 HP
FLA=4.9A
LOCATED AT CP RW-1 TO RW-11
1d
4L1 4L2
8
4 OL
4T1 4T2
U, , L2
COYOTE 1PH230V
CONTROLER
Ml• tlM2
,,,..-----.,,)
4M
,,.,.. _______ ___
( MOTOR SHOWN IS TYPICAL \
FOR RW-1 TO RW-11 LOCATED)
\,_ IN CP RW-1 TO RW-11 ./ ....... __ ............. __ ____
RW-1
230V ld
1/2 HP
FLA=4,9A
ALARM INDICATORS
1. HAND OPERATION OF MOTORS IS ALLOWED DURING ALARM CONDITIONS.
2. AIR STRIPPER BLOWER PRESSURE SWITCHES: A/S MUST BE RUNNING FOR 5 SEC. BEFORE
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 TRANSFER PUIAP STOPS OR PRESSURE ALARM.
FAULT CONDITION 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
TRANSFER 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
NORTH CAROLINA
GROUNDWATER
ANO INPUT /OUTPUT
STATE UNIVERSITY LOT
REMEDIATION SYSTEM
PLC DIAGRAM
DRAWN
BY: DATE: APRIL 2000
86
RALEIGH, NORTH CAROLINA
: :c;i ·rr•· :,,,-:---: ~7 '.: ·,>' t: ·.:-~ ~ :r· -~;: .:~<. :1' :-~ ! 1,1, -,:•~'.-'J. ?:[l~.~·~• ~ .. \~ .r '.i ~I
' '
. . ~ . ' .
DRAFTING CHECK
BY:
ENGINEER CHECK
BY:
APPROVED
BY:
JOB NO: 099R0769.05
CAD #:01-076909-005
DWG NO: E2
--"
MOUNTING: SURFACE 200A MAIN BREAKER NEMA 1
MIN. 14,000 AIC RMS SYM 240/120V 1 PHASE 3 WIRE
CIRC. TRIP NO. DESCRIPTION LOAD/PHASE (VA) DESCRIPTION NO. TRIP ~IRC.
NO. AMPS POLES I A , B POLES AMPS NO.
1 100 2 RW-PANEL-1 I 6204 ~ 2
3 ~ ft,n• -- - - ---4 --- - - - -
5 60 2 A/S BLOWER I 3220 ~ TRANSFER PUMP 2 20 6 920
7 - -- - -- -~ 3220 - - - ----8 920 I
9 20 2 EFFLUENT PUMP I 920 ~ CONTROL CIRCUIT CC-1 1 20 10 1380
11 - -- -- - -~ 920 CONTROL CIRCUIT CC-2 1380 1 20 12
13 15 1 EXHAUST FAN I 575
500 ~ BUILDING HEATER 2 20 14
15 20 1 FACILITY LIGHTS ~ 1060 PLUGS 1 20 16 820
17 I ~ 18
19 ~ 20
21 I ~ 22
23 ~ 24
I
25 I ~ 26
27 ~ 28
29 I ~ 30
I TOTAL 13719 14524
TOTAL CONNECTED LOAD -28.2 kVA TOTAL CONNECTED AMPS= 122.8A -
MOUNTING: SURFACE 100A MAIN LUG NEMA 1
MIN. 10,000 AIC RMS SYM 240/120V 1 PHASE 3 WIRE
CIRC. TRIP NO. DESCRIPTION LOAD/PHASE (VA) DESCRIPTION NO. TRIP ~IRC.
NO. AMPS POLES -A -B POLES AMPS NO.
1 15 2 RW-1 I 564 ~ RW-2 2 15 2 564
3 - -- - - - -~ 564 - - - - -- -4 564 I
5 15 2 RW-3 I 564
564 ~ RW 4 2 15 6
7 - -- - - --~-564 - - - - -- -B 564 I
9 15 2 RW-5 I ~•4 ~ RW-6 2 15 10 564
11 ----- --~ 564 - - - - --564 -12
13 15 2 RW-7 I 564 ~ RW-8 2 15 14 564
15 -- - - - - -~,
564 - - - - -- -16 564
17 15 2 RW 9 I 564 ~ RW 10 2 15 18
19 ~-564 -20 564 I
21 15 2 RW-11 I 564 ~ 22
23 - -- - - - -~ 564 24 I
25 I ~ 26
27 ~ 28
29 I ~ 30
I TOTAL 6204 6204
TOTAL CONNECTED LOAD -12.4 kVA TOTAL CONNECTED AMPS= 54.0A -
ID-ATLANTIC PANEL
ASSOCIATES, P.A.
Engineering & Environmental Solutions
REFERENCE:
SCHEDULES,
RW-1 RW-2
ON ON CONTROL PANEL
0 0 RW-1 to RW-11
RW-1 RW-2
HAND OFF AUTO HAND OFF AUTO m m
RW-3 RW-4 RW-S RW-6
ON ON ON ON
0 0 0 0
RW-5 RW-4 RW-5
IHAND -:: AUTOI HAND OFF AUTO HAND OFF AUTO HAND OFF AUTO m m m m
RW-7 RW-8 RW-9 RW-10
ON ON DN DN
0 0 0 0
I RW-7 AUTOI
AW-8 RW-9 RW-10
:HAND or, HAND OFF AUTO HAND OFF AUTO HANO OFF AUTO m m m m
RW-11
ON
0
RW-11
HAND OFT AUTO m
CONTROL PANEL RW-1 to RW-11 DOOR ARRANGEMENT
CONTROL PANEL
NOTES:
1. EC TO SUPPLY "I-LINE" 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.
LAYOUT AND LOAD CALCULATIONS
NORTH CAROLINA STATE UNIVERSITY LOT 86
GROUNDWATER REMEDIATION SYSTEM
RALEIGH, NORTH CAROLINA
MAIN CONTROL
ON
MAIN CONTROL
OFT ON
HOLDING TANK A/S BLOWER TANK
HIGH HIGH FAULT HIGH HIGH FAULT
0 0
A/S BLOWER
ON
B
A/S BLOWER
HAND OFF AUTO
ID
I I
EMERGENCY
STOP
©
SYSTEM RUN
TIME (HRS)
II 00:00 HOURSI
A/S BLOWER
HIGH PRESSURE
0
TRANSFER PUMP
ON
B
TRAMSFER PUMP
HAND Off AUTO
ID
MAIN SYSTEM
CONTROL PANEL
A/S BLOWER FAULT RESET
LOW PRESSURE PUSH
0 0
ErFLUENT PUMP
ON
B
EFFLUENT PUMP
HANO Off AUTO
ID
SYSTEM CONTROL PANEL R DOOR ARRANGEMENT
ELECTRICAL LOAD CALCULATION
SERVICE VOLTAGE: 230/115V AREA: N/A
OCCUPANCY: ENVIRONMENTAL RElolEDIATION
LOAD DESCRIPTION CONNECTED LOAD DIVERSITY " CALCULATED LOAD REMARKS
LIGHTING 1000 NEC 220 1000
RECEPTACLES 380 100 380
MOTORS 29307 100 29307
25" LARGEST WOTOR -25 805
CONTROL CIRCUITS 2760 100 2760
HVAC N/A 100 N/A
H[AT!NG 1000 N/A 1000
FUTURE N/A 100 N/A
TOTAL LOAD 39.4 kVA 40.3 kVA
TOTAL AMPS 171 A 175 A
SERVICE SIZE: 200 A 1-230/115V
SERVICE CONDUCTORS: 2 X 4/0 kCMIL THHN -PHASE; 1 X 2/0 THHN WHITE -NEUTRAL
NOT TO SCALE
DRAWN DATE: APRIL 2000 BY:
DRAFTING CHECK JOB NO: 099R0769.05 BY:
ENGINEER CHECK CAD #: 01-07691 O-D05 BY:
APPROVED DWG BY: NO: E3
-