NCD003200383_19941227_Koppers Co. Inc._Final Design - Soil Groundwater Surface Water Remediation-OCR

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AMERICAN MAP CORPORATION
EASTERN UNITED STATES
EASTERN STATES (SOUTH SECTION)
1993, ORIGINAL SCALE: 1" =43 MILES
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S C A L E -----0 43 BS MILES
LIST
DRAWING
NUMBER
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
OF DRAWINGS
AUTOCAD
FILE NUMBER
93145T4
93145E38
93145E39
93145E40
93145E41
93145E42
93145E43
93145E44
93145E45
93145E46
93145E47
93145E48
93145E49
93145E50
93145E51
93145E52
93145E53
93145E54
DRAWING
TITLE
TITLE SHEET
OVERALL SITE LAYOUT
EXISTING SITE PLAN
SOIL REMEDIATION-EXCAVATION PLAN
GROUNDWATER REMEDIATION-
FACILITIES PLAN
GROUNDWATER REMEDIATION-
PROCESS & INSTRUMENTATION DIAGRAM
SURFACE WATER REMEDIATION-
POND CROSS SECTIONS
SURFACE WATER REMEDIATION-FINAL SITE PLAN
DRAINAGE AND SEDIMENT CONTROL DETAILS
GROUNDWATER REMEDIATION-
EXTRACTION WELL. VALVE AND
METER VAULT FOR PW-1
GROUNDWATER REMEDIATION-
BUILDING FOUNDATION
PLAN, SECTIONS AND DETAILS
GROUNDWATER REMEDIATION-
TREATMENT BUILDING
GENERAL PLAN AND ARRANGEMENT
GROUNDWATER REMEDIATION-
EQUALIZATION/STORAGE TANK AND
PUMPING SYSTEM PLAN AND SECTIONS
GROUNDWATER REMEDIATION-
PLUMBING FLOOR PLAN, WATER SUPPLY AND
SANITARY WASTE, VENT AND RISER DIAGRAMS
GROUNDWATER REMEDIATION-
FILTRATION AND CARBON ADSORPTION
NETWORKS PLAN AND SECTIONS
GROUNDWATER REMEDIATION-
ELECTRICAL SITE PLAN AND DETAILS
GROUNDWATER REMEDIATION-
ELECTRICAL PLANS AND DETAILS
GROUNDWATER REMEDIATION-
ELECTRICAL CONTROL PANEL AND DIAGRAMS
FINAL DESIGN
7.5-MIN. TOPOGRAPHIC QUADRANGLE;
CARY, NORTH CAROLINA 1973
PHOTOREVISED 1987, SCALE 1 :24000
S CA LE - ----0 2000 4000 FEET
Qll,'DBMtGI E I OCATION
SOIL, GROUND ATER, & SURFACE ATER REMEDIATION
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH CAROLINA
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NOT FOR CONSTRUCTION
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REV.
UMMINGS
ITER
CONSULTANTS. INC.
CORPORATE HEADQUARTERS
3180 William Pitt 1f11.y
Pittsburgh, PA 15238
[phone]
Fax: (412) B26-3367
EASTERN
REGIONAL HEADQUARTERS
Oxford Building, Suite 202
Unlvereity Office Pl11.Z11.
Newark, DE 19702
(302) 731-966B
Fax: [phone]
I RECEIVED--!
' DEC 2 91994
\ sUPERFUND ~E~"i_} ·--
REVISIONS
DESCRIPTION DATE APPROVED
TITLE SHEET
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC •
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145T4 REV. NO.
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CORPORATE HEADQUARTERS
3160 llUliam Pitt Way
Pittsburgh, PA 15236
[phone]
Fax: [phone]
EASTERN
REGIONAL HEADQUARTERS
Oxford Building, Suite 202
University Office Plaza
Newark, DE 19702
[phone]
Fax: [phone]
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REVISIONS
DESCRIPTION DATE
OVERALL SITE PLAN
REMEDIAL DESIGN
APPROVED
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E38 REV. NO.
DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER 1---------------------------1 CHECKED BY: W DATE: l.2, L. 7. 't t./
APPROVED BY: DATE: 2
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3180 W'tlliam Pitt Way
Pittsburgh, PA 15238
[phone]
Fax: [phone]
EASTERN
REGIONAL HEADQUARTERS
Oxford Building, Suite 202
University Office Plaza
Newark, DE 19702
[phone]
Fax: [phone]
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KOPPERS COMPANY, INC. SUPERFIJND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
I
AUTOCAD FILE NUMBER 93145E39 REV. NO.
DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER
CHECKED BY:
APPROVED BY: w v.'.) DATE: 3
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BEAZER EAST, INC. PROPERTY BOUNDARY
EXISTING CONTOUR (2 ft. INTERVAL)
EXISTING DITCH
EXISTING MONITORING WELL
EXISTING UTILITY POLE
% . ./----/-:-L ITEM TO BE
D 0-2' DEPTH
0-4' DEPTH
DEMOLISHED OR REMOVED
-0-6' DEPTH
-0-8' DEPTH
NOTES:
1. SEE DRAWING NUMBER 2 FOR THE LOCATION OF
THE SITE CONSTRUCTION ENTRANCE AND SITE
ACCESS ROAD.
2. TOPOGRAPHIC CONTOURS, WELL LOCATIONS, AND
PROPERTY FEATURES WERE PROVIDED BY OTHERS.
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UMMINGS
ITER
CONSULTANTS, INC. $ CORPORATE HEADQUARTERS
0--------------1 3180 William Pitt Way
~~~L%[L
[Q)~®~@~
Pittsburgh, PA 15238
[phone]
Fax: [phone]
EASTERN
REGIONAL HEADQUARTERS
Oxford Building, Suite 202
University Office Plaza
Newark, DE 19702
[phone]
Fax: [phone]
S C A L E
SOIL REMEDIATION-
EXCAVATION PLAN
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E40 REV. NO.
NOT FOR CONSTRUCTION DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER
CHECKED BY: WU':,, DATE:
APPROVED BY: \.,U G'.) DATE: 4
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UTILITY POLE
'
NOTES:
1. SEE DRAWING NUMBER 2 FOR THE LOCATION OF
THE SITE CONSTRUCTION ENTRANCE AND SITE
ACCESS ROAD.
2. TOPOGRAPHIC CONTOURS, WELL LOCATIONS, AND
PROPERTY FEATURES WERE PROVIDED BY OTHERS.
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UMMINGS
ITER
CONSULTANTS, INC.
CORPORATE HEADQUARTERS
3180 William Pitt Way
Pittsburgh, PA 15238
[phone]
Fax: [phone]
EASTERN
REGIONAL HEADQUARTERS
Oxford Building, Suite 202
University Office Plaza
Newark, DE 19702
[phone]
Fax: [phone]
( X 3605
GROUNDWATER REMEDIATION-
FACILITIES PLAN
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E41 REV. NO.
DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER
CHECKED BY:
APPROVED BY:
DATE:
DATE: 5
. ------· ----
~ • (HU) HIGH LEVEL INDICATOR-~-------------------------------------7 / 5£::JIAGE HOLDING TANK ACTIVATES AUTO DIALER: I
ALERTS PERSONNEL THAT HOLDING I
Lu TANK NEEDS TO BE PUMPED OUT I >-----0 LO
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,q-• (HLA) HIGH LEVEL ALARM-~--------, ..... ACTIVATES AUTO DIALER: I BUILDING LINE I"') ALERTS PERSONNEL OF AN I
L-------------------, 0) IMMINIENT OVERFLOW CONDITION I I i----------------------------------------------------------------------, I I
• (HLA) HIGH LEVEL ALARM-I I ~-------...J I
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F 20 F 30 I ~ PVR-40 ~ PVR-50 ~ "-Al I' lil,P I ]~ 1: -o: START LE'AD PUMP ·-I 7/\J ; ~}--J I V '< -f><}--v ·~-i><l-A ' I "' CV-11 GV-11A I I I X
GV-1 FM-1 GV-1A CV-1 BV-1 I I GV-11 1 V L---7 I "' " " GV-20 GV-21 GV-30 GV-31 I I FM I I ,. I 1 P-11 Pl V PCV-40 a-sg PCV-50 .,.
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EXTRACTION WELL PW-1 BUILDING LINE CARBON ADSORPTION CARBON ADSORPTION
NO. 1 NO. 2
CA-40 CA-50
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LEGEND EQUIPMENT SCHEDULE
----BV-41 , , BV-51 ---~
EQUIP. EQUIPMENT Pl Pl VALVE POSITION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION QlY. SIZE . . 41 51
NO. DESCRIPTION I . .. l
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NORMALLY CLOSED FLANGED CHECK VALVE F FILTER SAMPLE I ' ' ' SAMPLE p PUMP 1000 LB DISPOSABLE ' ' CA-40 CARBON ADSORPTION UNIT 1 TAP ,-, ,-, TAP
101 ~ CARBON UNIT BV-42 BV-52 ~ NORMALLY OPEN THREADED CHECK VALVE FT FLOW TRANSMITTER 1000 LB DISPOSABLE BV-44 • ---
SP SUBMERSIBLE PUMP CA-50 CARBON ADSORPTION UNIT 1 __ BV-54~ CARBON UNIT -~
---jof-THREADED BALL VALVE ~ FLOW METER PRESSURE CONTROL VALVE F 20 BAG FILTER 1 20 GPM '-11 TO DISCHARGE PCV ' I F 30 BAG FILTER 1 20 GPM BV-60 I SYMBOL DESCRIPTION ~101~ POSITIVE DISPLACEMENT -,_,
FLANGED BALL VALVE ST SAMPLE TAP PSI POUNDS PER SQUARE INCH FM-1 FLOW METER 1 5/8 INCH SR -,-, I
~,~ PRESSURE/VACUUM MAGNETIC FLOW METER
L ___________________ yv-61 _____
PROCESS LINE BUTTERFLY VALVE Fl FLOW INDICATOR PVR FM-10 1 1 INCH MAG METER RELIEF VENT (MINI-MAG)
ELECTRICAL INSTRUMENT/ ¥ PRESSURE/VACUUM P-10 PROCESS PUMP 1 5 GPM @ 70 FT TDH
--------SIGNAL RELIEF VENT FQ FLOW TOTALIZER Pl PRESSURE INDICATOR HORIZONTAL CENTRIFUGAL
P-11 PROCESS PUMP 1 5 GPM @ 70 FT TDH = DIAPHRAGM oR PRESSURE CONTROL VALVE HS HAND SWITCH PT PRESSURE TRANSMITTER HORIZONTAL CENTRIFUGAL
5 GPM @ 90 FT TDH QJ --D-HIGH LEVEL ALARM/ P-1 EXTRACTION WELL PUMP 1 (RANGE 1.2 - 7 GPM) PUMP CONCENTRIC REDUCE HLA/HAR HIGH ALARM RESET T TANK
0 INSTRUMENT LIGHT IS LOW LEVEL ALARM P-80 FLOOR SUMP PUMP 1 240 V, 1 ¢
MOUNTED LOCALLY BV BALL VALVE LLA/LAR LOW ALARM RESET LI LEVEL INDICATOR
□ INSTRUMENT IS REMOTE/ CV CHECK VALVE LE LEVEL ELEMENT LT LEVEL TRANSMITTER CONTROL ROOM LOCATED (LIQUID LEVEL CONTROL)
~ LIGHT IS REMOTE/ ~ LOCATED IN CONTROL ROOM GV GATE VALVE MOTOR SR SEALED REGISTERED REVISIONS
~t><J-FLANGED GATE VALVE BF BUTTERFLY VALVE L LIGHT TOH TOTAL DYNAMIC HEAD REV. DESCRIPTION DATE APPROVED
--M-THREADED GATE VALVE CA CARBON UNIT OF OVERFLOW
1?._UMMINGS GROUNDWATER REMEDIATION-ITER PROCESS & INSTRUMENTATION DIAGRAM CONSULTANTS, INC.
CORPORATE HEADQUARTERS REMEDIAL DESIGN
3180 William Pitt Way KOPPERS COMPANY, INC. SUPERFUND SITE Pittsburgh, PA 15238
[phone] MORRISVILLE, NORTH CAROLINA
Fax: [phone] -EASTERN PREPARED FOR
RECIONAL HEADQUARTERS BEAZER EAST, INC. -[p~[N]~[L Oxford Buildinfi, Suite 202 PITTSBURGH, PENNSYLVANIA II University O flee Plaza -Newark, DE 19702
w [Q)~®~@[N] (302) 731-966B AUTOCAD FILE NUMBER 93145E42 REV. NO. _, Fax: [phone] <(
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V) NOT FOR CONSTRUCTION DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER g CHECKED BY: \,u(-0 DATE: ll.· i 7-,y, 6 Q_ APPROVED BY: IAl{fl DATE: Jl-2,7-''i<../
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N 762,978
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N 762,725
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374---------------------------------------------------,
368 · ...... .
362 ······ · ···!···· ......... .
356
DATUM ELEV
350 0+00 1+20 2+40
WOVEN
GEOTEXTILE
... , .... ' ....... -. ' ' . ' ' ' .... ' .. ' .... ' . ' ..... , .. ' ..... ' ....... . . .
SECTION A-A
3+60 4+80 6+00 7+20
374 .--------------------------------:------------:-------:-------:----,
368 ·
.............
'
362 ··········
356
DATUM ELEV
350 o+oo 1+20
EXISTING GROUND: SURFACE
2+40
WOVEN
GEOTEXTILE
SECTION 8-8
3+60 4+80 6+00 7+20
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358 ,-----------------------:-------,
EXISTING :GROUND SQRFACE
PROPOSED GRADE
352
346
DATUM ELEV
340 0+00 1+20 2+40 3+60
354 ,--------------------------------:-------:------,
EXISTING GROUND SURFACE PROPOSED GRADE
. . . . . -~-~..... --==-=---=-. : : -.r EL.=349. 1:s• /..,. : ~-"-·"-•••-"·-···-·· ···-·· -=="!..:..-···-···-···-1 .\
348 . --ss-~ --. ~ .\ ····:···· ········:·· ............... ----~·· ... -...._"¼,,.:·· ···---:· ..... ··:·· ✓···· : .. . . ...... . . . . . ............ . .
: : :WOVEN : -=--..-...-:
: : GE:OTEXTILE : . . . . . . 342 ......... .
SECTION D-D
DATUM ELEV
330 0+00 1+20 2+40 3+60 4+80
REVISIONS
REV. DESCRIPTION DATE APPROVED
JOX VERTICAL EXAGGERATION
SPECIFIC NOTE:
CD SEE DRAWING NUMBER 9, DETAIL 6
FOR UNDERDRAIN
NOTE:
60
6
1 . SEE DRAWING NUMBER 3 FOR EXISTING SITE PLAN.
2. TOPOGRAPHIC CONTOURS, WELL LOCATIONS, AND
PROPERTY FEATURES WERE PROVIDED BY OTHERS.
HORIZONTAL SCALE
0 60
VERTICAL SCALE
0 6
lFDlM~[L
[Q)~~D@lM
120 FEET
12 FEET
NOT FOR CONSTRUCTION
UMMINGS
ITER
CONSULTANTS. INC.
CORPORATE HEADQUARTERS
3180 William Pitt Way
Pittsburgh, PA 15238
(412) B26-3366
Fax: (412) B26-3367
EASTERN
REGIONAL HEADQUARTERS
Oxford Building, Suite 202
University Office Plaza
Newark, DE 19702
(302} 731-9668
Fax: (302} 731-9609
SURFACE WATER REMEDIATION-
POND CROSS SECTIONS
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E43 REV. NO.
DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER 1---------'-'-....::..__c.:....:...c....:.... __________ -1
CHECKED BY: W
APPROVED BY: DATE: 2-1, 7-'jl/ 7
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C4A
EXISTING
EXISTING
EXISTING
EXISTING
383.C
X
--.. .........
1. SEE DRAWING NUMBER 2 FOR THE LOCATION OF
THE SITE CONSTRUCTION ENTRANCE AND SITE
ACCESS ROAD.
2. TOPOGRAPHIC CONTOURS, WELL LOCATIONS, AND
PROPERTY FEATURES WERE PROVIDED BY OTHERS.
l © RIPRAP-1
PO\ND
. ''
\
\357,6
\ X
SPECIFIC I I
·SEE DRAWING NUMBER 9, DETAIL 1 FOR TYPICAL GRASS-LINED
DIVERSION DITCH.
@ SEE DRAWING NUMBER
CHECK DAM DETAIL.
9, DETAIL 3 FOR DIVERSION DITCH
SEE DRAWING NUMBER 9, DETAIL 4 FOR SILT FENCE.
SEE DRAWING NUMBER 9, DETAIL 2 FOR TYPICAL RIPRAP DIVERSION
DITCH INLETS AND OUTLETS.
@ SEE DRAWING NUMBER 9, DETAIL 6 FOR UNDERDRAIN.
''1 ' ~ • t : • ' ' '!.
!. ;,.~;,':'.~I\ .. :;)'''.,'"''.·.'. f ~~·.'; ••::,.'[', .'.:: i::,; ':' ~•.,: f"fl."'•' I 1_', '0
'':
\
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NOT FOR CONSTRUCTION
UMMINGS
ITER
CONSt.:LTANTS, INC.
CORPORATE HEADQUARTERS
3180 William Pitt Way
Pittsburgh, PA 15238
[phone]
Fax: [phone]
EASTERN
REGIONAL HEADQUARTERS
Oxford Building, Suite 202
University Office Plaza
Newark, DE 19702
[phone]
Fax: [phone]
PROPOSED LOCATION FOR THE
MOBILE TREATMENT UNIT
FOR MEDLIN POND SURFACE
WATER TREATMENT ~_,,--,-_,.,,.-_........-
I
I
ARE
I
I
I
120 FEET
I
I
I
I
I
I
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\,,
-----------------------__,--
N POND
RFLOW
ITCH
'
_____ __,,
--
/
I
SURFACE WATER REMEDIATION-
FINAL SITE PLAN
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFUND
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E44
SITE
REV. NO.
DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER
CHECKED BY: DATE:
APPROVED BY: \..A.l v'.l DATE: 8
.....
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□:::;; <( ::J
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EROSION CONTROL
DITCH LINING
DETAIL {I\
GRASS LINING
TYPICAL GRASS-LINED DIVERSION DITCH
(NTS)
NCSA R-3 RIPRAP
12" (MIN.)
NOMINAL THK.
GEOTEXTILE
DETAIL ffi
TYPICAL RIPRAP-LINED DIVERSION DITCH
12" (MIN.)
INLETS AND OUTLETS
(NTS)
....__A
FLOW ----
0
'""'I-------24• --------<•-11 (MIN.)
SECTION A-A
DETAIL (3'\
} (MIN.)
DIVERSION DITCH CHECK DAM DETAIL
(NTS)
NOTES:
1. THE DIMENSION REQUIREMENTS SHOWN ABOVE ARE SPECIFIC TO THE PERIMETER DRAINAGE
DITCH CHECK DAMS. THE SUBSEQUENT NOTES SPECIFY THE REQUIREMENT FOR ALL CHECK
DAMS INCLUDING THOSE PLACED IN TEMPORARY DIVERSION DITCHES.
2. THE CHECK DAM SHALL BE CONSTRUCTED OF 4"-8" RIPRAP. THE RIPRAP SHALL BE PLACED
SO THAT IT COMPLETELY COVERS THE WIDTH OF THE CHANNEL
3. THE TOP OF THE CHECK DAM SHALL BE CONSTRUCTED SO THAT THE CENTER IS APPROXIMATELY ff LOWER THAN THE OUTER EDGES, FORMING A WEIR THAT THE WATER CAN FLOW ACROSS.
4. CHECK DAMS SHALL BE SPACED SO THAT THE ELEVATION OF THE TOE OF THE UPGRADIENT
DAM IS EQUAL TO THE CREST ELEVATION OF THE DOWNGRADIENT DAM.
5. CHECK DAMS SHALL BE CLEANED WHEN SEDIMENT ACCUMULATES TO 1/2 OF THE ORIGINAL
HEIGHT OF THE CHECK DAM.
NOTES:
1. ALL TEMPORARY SWALES SHALL HAVE UNINTERRUPTED POSITIVE GRADE TO AN OUTLET
WITH A MINIMUM OF EROSION •
2. TEMPORARY DIVERSION DITCHES SHALL BE STABILIZED.
3. DIVERTED RUNOFF FROM A UNDISTURBED AREA SHALL NOT OUTLET DIRECTLY INTO A
STABILIZED AREA AT A EROSIVE VELOCITY.
4. ALL TREES, BRUSH, STUMPS OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL
SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER
FUNCTIONING OF THE SWALE.
5. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE. AND CROSS SECTION
AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE OF BANK
PROJECTIONS OR OTHER IRREGULARITIES WHICH IMPEDE NORMAL FLOW.
6. FILLS SHALL BE COMPACTED BY EARTH MOVING EQUIPMENT.
7. ALL EARTH REMOVED AND NOT NEEDED ON CONSTRUCTION SHALL BE PLACED SO THAT
IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE SWALE.
8. PERIODIC INSPECTION AND REQUIRED MAINTENANCE MUST BE PROVIDED AFTER EACH
RAIN EVENT.
MESH SUPPORT
36"
POST (8.0' C/C)
! GEOTEXTILE MATERIAL
COMPACTED EXCAVATED SOIL
---.__ SEE DETAIL "A" FOR
EMBEDDMENT DETAILS
DETAIL A
ELEVATION DETAIL ffi
SILT FENCE
NOTES: (NTS)
1. POST SHALL BE 'Z' X 2" WOOD STAKES PLACED A
MAXIMUM OF 8.0' CENTER TO CENTER.
EXTEND FABRIC
ff' TO 1 '2'' INTO
EXCAVATED TRENCH
2. GEOTEXTILE MATERIAL TO BE FASTENED SECURELY TO FENCE POSTS
WITH WIRE TIES OR STAPLES.
3. WHEN TWO SECTIONS OF GEOTEXTILE MATERIAL ADJOIN EACH OTHER
THEY SHALL BE OVERLAPPED BY ff AND FOLDED.
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL
REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.
5. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT
SHALL BE MADE AS NEEDED OR AS REQUIRED BY THE CONSTRUCTION
MANAGER.
. ' -, --.-.
'
FLOW~
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE
BALES PLACED ON THE
CONTOURS
"'--2 RE-BARS, STEEL PICKETS, OR t' x 2" STAKES 6" TO 12" IN
GROUND, DRIVE STAKES FLUSH
WITH BALES
ANCHORING DETAIL FLOW ,---> 11 11
DETAIL ffi
HAY BALE DIKE
(NTS)
NOTES:
4" VERTICAL FACE
EMBEDDING DETAIL
1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND
IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.
2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4" AND
PLACED SO THE BINDINGS ARE HORIZONTAL.
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BARS
DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE
ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.
STAKES SHALL BE DRIVEN FLUSH WITH THE TOP OF THE BALE.
4. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE
MADE PROMPTLY AS NEEDED.
5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO
AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
6. 100-FOOT SPACING BETWEEN HAY BALE DIKES IS REQUIRED. MAXIMUM AREA
BEHIND 1 OD-FOOT LENGTH OF BALES SHALL NOT EXCEED 0.25 ACRES.
EROSION CONTROL
MATTING 6" (MIN.) OVERLAP OR SEWN
lFmNJi%[L
[Q)~~~@[N]
AASHTO 67 GRAVEL
GEOTEXTILE
4"¢ PERFORATED OR SLOTTED PVC PIPE
REV.
~---4' (MIN.)
1t' J t'
DETAIL ([\
UNDERDRAIN
(NTS)
REVISIONS
DESCRIPTION
24"
DATE
UMMINGS
ITER
CONSULTANTS. INC.
DRAINAGE AND SEDIMENT
CONTROL DETAILS
CORPORATE HEADQUARTERS REMEDIAL DESIGN
APPROVED
3180 William Pitt Way
Pittsburgh, PA 15238
[phone]
Fax: [phone]
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH CAROLINA
EASTERN REGIONAL HEADQUARTERS
Oxford Building, Suite 202
University Office Plaza
Newark, DE 19702
[phone]
Fax: [phone]
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E45 REV. NO.
NOT FOR CONSTRUCTION DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER
CHECKED BY: DATE:
APPROVED BY: DATE: 9
-II -w
.~
5 ....J a.
1" </J X 5/8" </J THREADED REDUCERS
1" </J GATE VALVES
1" </J THREADED ELL
1" </J UNION
3'-ff'
5/ </J SR II FLOW METER
AS MANUFACTURED BY ROCKWELL
FURNISH METER WITH A SELF •
GENERATING REMOTE (GTR) 1 ¢ CHECK VALVE
READER DETAIL
PIPE SUPPORT (TYP.)
1" 11) BALL VALVE
1" ¢ 90' ELL
DOUBLE CONTAINMENT PIPING TO
TREATMENT FACILITY BUILDING
1"¢ SCH 80 PVC CARRIER PIPE
3"¢ SCH 40 PVC CASING PIPE
PROVIDE WITH LEAK DETECTION
NETWORK
---TO TREATMENT
PLANT BUILDING
-
--------r,-STYLE 38 DRESSER COUPLING FOR STEEL TO PVC PIPE VEGETATED SURFACE (TYP.)
7'-<J' .,.--.... ,/' ...... ,
8'-0"
I I 1/2'' 11> THREADED TEE
I
I DETAIL 1 I I
\
__..,--ACCESS HATCHWAY =-_JA
--..____ PLASTIC STEPS AS MANUFACTURED BY
MACK INDUSTRIES, INC. @ 12• C/C
~---1-L-----➔---------------------------+------'?---.'
' <l
PRECAST CONCRETE UTILITY VAULT AS
MANUFACTURED BY MACK INDUSTRIES, INC.
OR EQUIVALENT
------1•-ff' 1" ¢ WEEP HOLES (4 REQ'D.)
ff' (TYP.) --o-i "'"----------10'-0"----------',------11-i
i-----------11 '-0"-------\-':-_-I
NOTE: SEE DETAIL 2, THIS
SHEET FOR WELL PUMP DETAIL PLAN VIEW
\_ COAT THE EXTERIOR OF THE SIDES AND BOTTOM
WITH TWO COATS OF KOPPERS SUPER SERVICE BLACK
BITUMASTIC COATING OR APPROVED EQUIVALENT
EXTRACTION WELL, VALVE AND METER VAULT 1 • ¢ CS RISER Pl PE
CONTROL AND POWER WIRING
ff'¢ CARBON STEEL CASING
(EXISTING) EXTENDING TO ABOUT
32' BELOW EXISTING GRADE
SCALE ------0 2 FEET
r ff' 11> CAST IRON SANITARY WELL
SEAL AS MANUFACTURED BY TEEL
OR APPROVED EQUIVALENT
1+-------.'---------,--------11...-1" </J DISCHARGE PIPE
± 6"
± 3'-o"
5'¢ OPEN BOREHOLE
12" (MIN.)
TO METER VAULT
NEENAH MODEL R-1694J MAN~HOLE FRAME WITH SOLID LID TYP.
CENTERED DIRECTLY OV R T E
WELL HEAD
PRESSURE GAUGE AS MANUFACTURED
BY AMETEK (0-100 PSI RANGE)
5'
23-1/2"
LID
I .. .I
REMOTE READER FOR WATER METER-
MOUNT JUST OUTSIDE METER VAULT
IN A NEMA 3R/4 BOX FOR PROTECTION
ACCESS HATCHWAY BILCO TYPE
S-20 (2'-5' X 3'-0" TYP,)
22-1/4j
1/2" </J SAMPLING TAP t
1" X 1 /2" ¢ REDUCER
PRECAST CONCRETE UTILITY VAULT AS
MANUFACTURED BY MACK INDUSTRIES, INC.
STYLE 38 DRESSER COUPLING
FOR STEEL TO PVC Pl PE
H--CXJ,1,,-"-1>1-¢ ,BA-I: VALVE ~ t--Ea-+_
EXISTING GRADE
4" COMPACTED CRUSHED
STONE BEDDING LAYER
(ASTM C-33, GRADATION 67)
1"¢ CS STANDPIPE
6"'/J WELL CASING (EXISTING)
LOW AND HIGH LEVEL LIQUID
LEVEL ELECTRODES AS MANUFACTURED
BY B/W CONTROLS OR APPROVED EQUIVALENT.
TWO (2) LIQUID LEVEL ELECTRODES
REQUIRED IN EACH WELL,
4" STAINLESS STEEL SUBMERSIBLE
WELL PUMP-GRUNDFOS MODEL 55 OR
START DOUBLE WALL
PIPE HERE ------
I DETAIL 3 : ♦ 1j' PIPE SUPPORT (TYP.) : ~
;:,, N
ff' ¢ PRECAST OPENING
FOR PIPE
SECTION A-A
1"11> SCH 80 PVC
CARRIER PIPE 2'-5'
TOP OF PIPE
3"</J SCH 40 PVC
CASING PIPE
DOUBLE CONTAINMENT PIPING TO TREATMENT
FACILITY BUILDING PROVIDE WITH LEAK
DETECTION NETWORK, (SEE TRENCH DETAIL
THIS SHEET)
SCALE NOTE: ------
1 0 1 2 FEET
APPROVED EQUIVALENT. -CONDUIT INDICATOR TAPE
FOR PW-1, THE ELEVATION FROM TOP OF WELL TO THE TOP OF THE PUMP
(P-1) IS APPROXIMATELY 48 FEET. PLACE THE LOW LEVEL PUMP "OFF"
ELECTRODE AT APPROXIMATELY 47 FEET AND PLACE THE HIGH LEVEL PUMP
"ON" ELECTRODE AT APPROXIMATELY 40 FEET BELOW THE TOP OF CASING
PIPE. SEASONAL WATER TABLE CONDITIONS MAY WARRANT CHANGES IN THESE
ELEVATIONS. THE CONTRACTOR SHALL EVALUATE THE WATER TABLE CONDITIONS
AND SET LIQUID LEVEL ELECTRODES ACCORDINGLY OR OTHERWISE AS DIRECTED
BY THE ENGINEER.
1o
I
2'i
\ GROUND SURFACE
PIPE TRENCH BACKFILL-
BACKFILL PIPE TRENCH
IN ACCORDANCE WITH
THE SPECIFICATIONS
PUMP
P-1
PUMP
NO. CAPACITY TOH
5 GPM 90
SCHEDULE
PHASE VOLTAGE HP RPM
1¢ 240 1/3 3,450
PRECAST CONCRETE UTILITY VAULT
I
DETAIL ffi
EXTRACT! 0 N WELL PUMP (P-1)
CONDUIT
CLEAN SAND~ O \o~ 4" (MIN.) UNDER PIPE
16"(MIN.)--4---\ •II -L 1"</J SCH 80 ~mNJ~[L
[Q)~@~@[M
.. '
GROUT CLOSED AFTER INSTALLATION
1 o" 11> OPENING FOR WELL
PIPE-PRECAST IN VAULT
4" COMPACTED CRUSHED
STONE BEDDING LAYER
(ASTM C-33, GRADATION 67)
1" </J CS STANDPIPE
DETAIL {T\
EXTRACTION WELL HEAD (PW-1)
(N.T.S.)
(N.T.S.) PVC CARRIER
~3•¢ SCH 40
PVC CASING
EXTEND AS NECESSARY -----3" (TYP.) DETAIL Cf\
DOUBLE CONTAINMENT PIPE
± 9"--+------t PRECAST METER VAULT
1" ¢ SCHEDULE 40
CARBON STEEL PIPE
PIPE HANGER AS MANUFACTURED
BY MICHIGAN HANGER CO., INC.
MODEL NO. 351 OR APPROVED EQUIVALENT. INSTALL AS PER
MANUFACTURER'S RECOMMENDATIONS.
I>
3/ 4" </J ANCHORS
(EMBED ANCHORS
3" INTO WALL)
DETAIL ffi
TYPICAL PIPE SUPPORT
(N.T.S.)
1 •'
TRENCH DETAIL
SCALE ------
0 2 FEET
NOT FOR CONSTRUCTION
REV.
UMMINGS
ITER
CONSULTANTS. INC.
CORPORATE E-iEADQUARTERS
3180 William Pitt Way
Pittsburgh, PA 15238
[phone]
fax: [phone]-;lc\67
EASTERN
REGlO'.\AL HEADQUARTERS
Oxford Building, Suite 202
University Office Plaza
Newark, DE 19702
(302) 7~ I -9660
Fax: [phone]
REVISIONS
DESCRIPTION DATE APPROVED
GROUNDWATER REMEDIATION-
EXTRACTION WELL, VALVE AND
METER VAULT FOR PW-1
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFIJND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E46
REV. NO.
DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER
CHECKED BY:
APPROVED BY: \.J,) {_,.() DATE: 2sl7·~ 10
......
I'() en
~
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1'-10"
t
LJ
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20'-o" I
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n
t
1'-10"
LJ
FLOOR DRAIN
... ,
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DETAIL 1
CAST -IN-PLACE
CONCRETE SUMP
n
LJ
n
LJ
. ; f' ,· ,., ' ; ''.. ' ' j
WELL COMPACTED
BACKFILL (TYP.)
i------------------------30'-0" ------------------------1
6"
2'-6"
8"
8" (TYP.)
1 ' -4" ___,__.__,-i
(TYP.)
/f,7 REBAR @ 12" C/C
BOTH WAYS (TYP.)
FLOOR ELEVATION=367. '
12" COMPACTED CRUSHED
STONE BEDDING LAYER (TYP.)
(ASTM C-33, GRADATION 67)
DETAIL
FLOOR DRAIN
\
SECTION A-A
SCALE ------1 0 2 FEIT
12"
WELL COMPACTED
BACKFILL (TYP.)
i-----------------------20'-0"-----------------------i
---'-----i -,........,.-,8" r
6"
2'-6"
8"
1 '-4" ___ __,_
(TYP.)
#7 REBAR @ 1 t' C/C
BOTH WAYS (TYP.)
1----,,-, ----,---..;-,_,,_ ___ _
/f,7 REBAR @ 12" C/C
BOTH WAYS (TYP.)
FLOOR ELEVATION=367.0'
SECTION 8-8
SCALE
12" COMPACTED CRUSHED
STONE BEDDING LAYER (TYP.)
(ASTM C-33, GRADATION 67)
------0
NEENAH MODEL R-4990 TYPE A
"---;/ HEAVY DUTY FRAME AND GRATE f 14 OR APPROVED EQUIVALENT
12"--J
2 FEIT
1,5" (TYP.) -~ i--
12"
NOTES:
1. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS
OF "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
ACl-318, LATEST EDITION.
2. FOUNDATION CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,500 PSI AT 28 DAYS.
3, REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60.
i-,1. _____ / _____ --:----------30'-o"--------------------~ J __j PLAN VIEW
' 4. REINFORCING STEEL SHALL BE HELD SECURELY IN PLACE WITH
SUITABLE SUPPORTS AND TIES SUFFICIENT TO PREVENT DIS-
PLACEMENT BY CONSTRUCTION TRAFFIC AND POURING OF CONCRETE.
REINFORCING STEEL SHALL BE PLACED TO A TOLERANCE OF ± 1 / 4".
f1 ii~~~ETJ f¥"BcJ~THBOTH WAYS
8
BUILDING FOUNDATION
2'-3"
t
2'-'S'
i
PLAN VIEW
SCALE ------0
DIRECTION OF FLOW
NEENAH MODEL R-4899 ANGLE FRAME OR APPROVED EQUIVALENT
NEENAH MODEL R-4850 HEAVY
DUTY GRATE OR APPROVED EQUIVALENT
2 FEET
DETAIL CD
CONCRETE SUMP
SCALE ------1 0 1 2 FEET
2'-4"
SECTION
CAST-IN-PLACE
CONCRETE SUMP
.. FLOW
12" COMPACTED CRUSHED
STONE BEDDING LAYER (TYP.)
(ASTM C-33, GRADATION 67)
12" COMPACTED CRUSHED
STONE BEDDING LAYER
(ASTM C-33, GRADATION 67)
DETAIL
FLOOR
ffi
DRAIN
SCALE
0 2 FEET
[F~~&[L
[Q)~~~@~
NOT FOR CONSTRUCTION
5. ALL VERTICAL CONCRETE SURFACES SHALL BE FORMED.
6. ALL EXPANSION AND CONSTRUCTION JOINTS SHALL BE SEALED TO
FORM A MOISTURE PROOF BARRIER. JOINT SEALANT MATERIALS
SHALL BE IN ACCORDANCE WITH ASTM D1190 AND AASHTO M173,
REV.
UMMINGS
ITER
CONSULTANTS, INC.
CORPORATE HF:ADQCART"RS
3180 William ?itt Way
p;tbburgh, PA 15238
[phone]
Fax: [phone]
EASTERN
REGIONAL HEADQCARTER8
Oxford Building, Suite 202
Lniversity Office Plaza
Newark, :JE 19702
[phone]
Fdx (302' 731,,9609
APPROVED BY:
REVISIONS
DESCRIPTION DATE APPROVED
GROUNDWATER REMEDIATION-
BUILDING FOUNDATION
PLAN. SECTIONS AND DETAILS
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E47
DATE: tl· l7-'i
REV. NO.
11
ll:'. w
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()~
f2w :::) ::::!
<( LL.
N
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±
±
I
20'-o"
f!' (TYP.) · · _.
ELECTRICAL CONTROL PANEL
AND WELL PUMP STARTER
~------------14'-4" --------------+-----------14'-4" ---------------± 1 ·-0·
' i----2•-e•------1--------± 9'-2" -------,-i-,--± 2· -6"--
(MIN.)
13'-f!' ------------i
!
\
: 3'-~ -1 • r Y-~-----i~-------+-___ -: 1 '-4"
,-i ----8'-1' WIDE X 10'-o" HIGH __ __...,
I
3'-o" I
n
1-
1 '-3"
LJ
3' -3"
----
± 1 '-o"
INFLUENT PIPE
FROM P-1
I
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I
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rMAGMETER
~/ ~
I
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,._.--►-_l_---1,L,I-_..L_ ____ . .._ __ ~
• r
~
' . ---
[ J
BAG
PROCESS
PUMP (TYP.)
' .
7'-1:J'
I
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~
6'-0" ¢
EQUALIZATION/STORAGE
TANK
-
1 '-4" J_
l
i
I
• •
I
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I I
I
i-------i-~ .. 3'-o"
i-------------13'-f!' ------
PLAN Vl'EW
1 ROLL-UP DOOR
I -1 ----
i
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··· FLOOR SUMP (/ (/
♦
;,/ //"_//////'///// ////1
/ / ~·
'"vWINDOW
, ,._ . . /, ~
' ,,:I --' ""
.
\ , I
\ I \ I \ I \_ CARBON _ _i
ADSORPTION UNITS
DOOR
36" X Bo"
'
♦ I r:i ~
DOOR """
3rJ' x so· i.::.
OFFICE RESTROOM
I
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I I
I I
'-------6'-6"------4----4'-6"----
GENERAL PLAN AND ARRANGEMENT
S C A L E
2 0 2 4 FEET
n
!
4'-o" (MIN.)
I I
I I I t
t_j ----------
n
1•-0'
LJ
TREATED WATER
TO DISCHARGE
~~~~[L
[Q)~~~@~
NOT FOR CONSTRUCTION
LEGEND:
_ ... ► FLOW DIRECTION
NOTE:
CURB IS CONTINUOUS THROUGH DOORWAYS.
REV.
UMMINGS
ITER
CONSULTANTS, INC.
COR~ORATE HEADQUARTERS
3180 William Pitt Way
Pittsburt,, PA 1 ~23fl
( 412) 826--3366
Fax[phone]
EASTERN
REGfONAL HEADQUARTERS
Oxford Bu1ldmg. Suite 202
Un:.versily Office Plazn
Newark, DE 19702
REVISIONS
DESCRIPTION DATE APPROVED
GROUNDWATER REMEDIATION-
TREATMENT BUILDING
GENERAL PLAN AND ARRANGEMENT
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
[phone] AUTOCAD
f'HX: :'\02 7:11-9609 FILE NUMBER 93145[48 REV. NO.
1------DRA---W..:.:N_B_Y•_. _ __;T.:.:... _..:G:.:.R.:.:O:.=S::.:::S.=.O ____ __;D::.:.A..:.:T.=E:_: ..:.:12=-.:2::.:1__:9:....:4~ DRAWi NG NUMBER
CHECKED BY: //J UJ DATE: IZ. · Z7 · &fl-{-
APPROVED BY: 6-)~ DATE: J'Z-""Z-7 ·# 12
"°1
~
" ~
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t5 ..J ll..
DOUBLE CONTAINMENT
PIPING FROM PW-1 VAULT
;, . CD :'5 ,: .··
VJ ,.
(!) z .• 0 ',4
..J
:::> . ./' .
CD -~
LL . :--:,c• 0 .. ,.,
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ll ..
•• 4 -.,,.
7'-rJ'
11
11
(
..
CONCRETE
TANK PAD
... Q ..
'"'"' ........................ ....
.... 6'-0" 9)
EQUALIZATION/STORAGE
TANK
S' (TYP.)
S'<I> SCH. 40 STEEL-1
OVERFLOW PIPE TO
BUILDING SUMP
I
II/
1"<1> RECIRCULATION LINE
I
I
S'<I> DRAIN_/
VALVE
---... ....
KEEP INFLUENT PIPE 4'-0"
FROM EDGE OF BUILDING
1· . -. -¢ I z
CD
SAMPLE TAP
'---"'..l-!Xl-l-+-1-(1 ::1--+r+-.-+-+--1~--~~ ~ ± 1 '-8"
of-t,
~
CD
HORIZONTAL CENTRIFUGAL PUMP
5 GPM AT 70 FT. TDH, 460V, 3 <I>,
60HZ, 1,750 RPM, 1 HP AS
MANUFACTURED BY GOULDS PUMP,
INC. OR OTHER APPROVED
EQUIVALENT
PLAN VIEW
BYPASS
LINE
-.... \t--
,--1•,;, RECIRCULATION LINE FROM
/ CARBON ADSORPTION UNITS
EQUALIZATION/STORAGE TANK
I I I
I I I
1 CLAMP PIPE TO
; TANK FLANGE
I I
HIGH
-RESETS SITE
LA..:..G-+-1 T~-~D
ALARM RES
PUMP (P--,-Y-
AND PUMPING SYSTEM
S C A L E
' 1.5 0 1.5
............ CONDUIT TO ELECTRICAL
CONTROL PANEL
3 FEET
/~ LIQUID LEVEL CONTROLS (TYP.)
//
11 / /-1 f'. SCH. 40 STEEL PIPE FOR
/ /// 4 LIQUID LEVEL SUPPORT-WELD
// TO PIPE SUPPORTS
DETAIL W
PIPE SUPPORT (TYP.)
• ' IJ<f
. "'·· 4
.cl. • • :
. 4 •.
. .
:4 ' ..
.. . .
" .
1.5
DIMENSION I
VARIES -+t---~
ANCHOR TO
.4 : 4 ·
±4'-6"
..._ ------------------
3'-rJ'
~f? ........ w \ ··.,.
............ \ '..__ SAMPLE TAP
................. ,L TEE FOR BYPASS PIPE
~~\ DETAIL W
PIPE SUPPORT (TYP.)
BUILDING FLOOR EL. 367.0'
.• 4 ••
.. 4.. . . . . . .
-q.5_. 4:•-'"1·~
SECTION 8-8
S C A L E
0
----
1.5 3 FEET
//
T
USE U-CLAMP
// TO HOLD PIPE
---1.f 9J PIPE 2
FLOOR ··-.... .......... / ff' X ff' X ~• PLATE
-... -. .....:Cl_=s:,,~ .. ~.+:_.!_:;:;• ~. ~ .• :........
G-o· FROM ' --[~
1 EDGE OF BLDG. I ' J -:!l' MIN.)
. 4 . <1 f.; . . ·.. ..j
A
DETAIL CD
PIPE SUPPORT
(N.T.S.)
i
ll.. 0 .... w
Oji:!, >-Ill..
lo1u.. 10
N
I
.
4
. 4 .
. 4
. -----
6"
DOUBLE CONTAINMENT PIPE --1 SECTION
. .
-
'
LEGEND
DESCRIPTION
2"<1> SCH. 40 PIPE
1"¢ SCH. 40 PIPE
'2"¢ 90' ELBOW
'L¢ UNION
2"¢ TEE
2"¢ GATE VALVE
'2" X 1 -1 /2" REDUCER
1"¢ 90' ELBOW
1"¢ UNION
1"¢ SWING CHECK VALVE
1"¢ GATE VALVE
1"¢ TEE
1"¢ BALL VALVE
HORIZONTAL CENTRIFUGAL PUMP (GOULDS)
PRESSURE GAUGE, 0-100 PSI RANGE
1" X 1" X 1/2" TEE
1" MAGNETIC FLOW METER (FISCHER-PORTER)
1 /2" BALL VALVE (SAMPLE TAP)
1" FLG, 150# RF
PRESSURE GAUGE, 0-20 PSI RANGE
1 /2" GAUGE PROTECTION DIAPHRAGM
'2" X 1" REDUCER
BAGFILTERS (ROSEDALE MODEL 6)
PRESSURE REGULATOR (0-1 0 PSI)
1"¢ X 45' ELBOW
1"¢ VACUUM BREAK
1,000 LB. CARBON ADSORPTION UNIT
1" QUICK DISCONNECT
1"!0 INFLUENT PIPE TO
EQUALIZATION/STORAGE TANK
,~--:\--~
11 \ , l
1
11
1
\ 7' i BRING ~UBLE PIPE
II \ -' UP 1 '-v INSIDE BLDG.
11,__ _ _, \ ~,
I\ - \
I I • \
II .1 \ i I '~ LEAK DETECTION SENSING CABLE d ..... AS PER THE SPECIFICATIONS
I -"'-,
11'-. . ........
11 ~.. .... .... _ er' PIPE SLEEVE
II •., ',"-PACK AND CAULK SHUT
','--'--S't SCH 40 CASING PIPE ..
'-....._ 1•1 SCH 80 CARRIER PIPE
c-c [p~[N]£[L
[))~®~@[NJ
MATERIAL
STEEL
STEEL
MALLEABLE IRON
MALLEABLE IRON
MALLEABLE IRON
BRONZE
MALLEABLE IRON
MALLEABLE IRON
MALLEABLE IRON
BRONZE
BRONZE
MALLEABLE IRON
CAST IRON
MALLEABLE IRON
CAST IRON
CARBON STEEL
MALLEABLE IRON
MALLEABLE IRON
10'-o"
STRAIGHT
SHELL
S C A L E NOT FOR CONSTRUCTION
CD c::
5 z
" 3• ~ (TYP.)
F \
. ~\
I
9'-3"
T-9" II
II
11
EQUALIZATION/STORAGE TANK
1,500 GAL. A.G. STEEL TANK
r-2"<1> SCH. 40 STEEL PIPE
/ OUTLET-CAP END OF PIPE
2'-6"
--~ _(MIN.)
I I
I
R
,-BYPASS
1---,,J--,;><.hrr-f-'+--1$----,--<0 ✓ LINE
\
' '~SAMPLE
3'-o" TAP
S' S' X 3* X - X 12" LG. ANGLE 8
DIMENSION VARIES
NOTE:
DRILL HOLES IN ANGLES TO
SUIT PIPE SIZE AND U-BOLT,
j_L,;;:.tl:f-1 ~==;;;:::::::::;==:::::==~~~
! I, ,-L-~--,-~-'-'-.L.-, _l
• • 11 ·• 5" A • A .• """f .
TANK WALL (OUTSIDE)
• 6" • .. ... • •: <it .. <I
!
Ii . ·•· .II . . ____ _. • ··--~8" 1---r---'-H-..;..._.....___..,~_;;......._ ____ ..._i...._ ...... _~-l-.,__~~---....._.....: ...... ----..... --.._.....i.--r-i.......1.1,,-----r-------1
-1
' \ j/ 6'-rJ' ! ' ..
.. •1 ' ~ .· ~ I 6'-6"
II 7'-r:J' ANCHOR BOLT_/
i----S' (TYP.)
SECTION A-A
S CA L E
0 1.5 3 FEET
\
\ \
\ \
\_ BUILDING FLOOR EL. 367.0'
ACTUAL BUILDING FLOOR EL. TO BE
DETERMINED IN THE FIELD
,., ! •• ·,,•,'·:·:1., ::
. ·,:\:.\( :•i·(:-1:;:):·:(i\.:\?' ·:,·
PIPE SIZE VARIES (SEE PLAN
FOR PIPE SIZES AND LOCATION
.....;D~E __ T __ A:..:...:I L::....lffi'--2----' OF SUPPORTS)
TYPICAL PIPE SUPPORT
(N.T.S.)
•,' .
;i\ :.'~ .:,.); it:~: I;~,.' ,!1 ., ~-, i/.'. ,_.:,.
REV.
2 FEET
UMMINGS
ITER
CONSULTANTS, INC.
CORPORATE HEADQUARTER~
3180 William Pitt Way
Pittsburgh, PA 15238
[phone]
''nx: [phone]
EASTERN
REGIONAL HEADQUARTERS
Oxford Building. Suite 202
Universily Office Plaza
Newark, DE 19702
REVISIONS
DESCRIPTION DATE APPROVED
GROUNDWATER REMEDIATION-
EQUALIZATION/STORAGE TANK
AND PUMPING SYSTEM
PLAN AND SECTIONS
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILI.£, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC •
PITTSBURGH, PENNSYLVANIA
(302) 731--9668
fax: [phone]
AUTOCAD FILE NUMBER 93145E49 REV. NO.
DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER 1----------=-~c..::..c:...::..c..------------j CHECKED BY: tµCA
APPROVED BY: WU. DATE: /'Z-·-Z...i • ii-13
0
L{) w
LO -.:t-,-
~
0)
er ~
D::;; <C:::; (.) z
Ow I-....J :::; -<( LJ..
LO N
II
~
C
A
20'-0"
;;:: u
,:: u
30'-0"
GATE VALVES (GV-1)
C
1 '-0" OFF WALL
t
FLOW METER (M-1)
PRESSURE GAUGE (P-1)
BACKFLOW PREVENTER
WITH VALVES (BFP-1)
PRESSURE GAUGE (P-1)
CD PIPE SUPPORT (TYP.)
1"0 COLD WATER
HOSE BIB
(HB)
l?I
NOTE:
INSTALL BACKFLOW PREVENTER$ ON HOSE BIBS.
TREATMENT FACILIJY
EQUIPMENT BUILDING
OFFICE / RESTROOM
CHAIR
?0 VENT
VENT
TO HOLDING
TANK
SANITARY WASTE AND VENT RISER DIAGRAM
(N.T.S.)
------8'-Q"--------
1" -0 HOT WATER -----7'-4"----~
2
r-------------------------,,---,....-~
i-----6' -Q"----t-t I I I I :.::
~==~C~WL======.QC\~~.==::::±~H=O=(H=EB=f~l~B~===:1====9CWtt..=::::::l:~i, =~~====C~===~~~=!.lY:f:==◊::........J: = =c~'.:=::=:::::::::
I I 1
1 1,000 GALLON 1
/--,\ HOLDING TANK (--,
4
,_
0
..
I.._ __ / .._ __ I
I I I I
I I
4'-8"
--'---L-------------------L----..i-------...i..-----------f--__,1,~--,----...1 CONDUIT TO BUILDING
I \ / !
L--------------------J-,---
THE HIGH LIQUID LEVEL
ELECTRODE TO AUTO DIALER
VENT STACK
PLAN VIEW
1" -t,11 COLD WATER 2
HIGH LIQUID LEVEL
INDICATOR IN TANK
ITEM
LAV
WC
M-1
BFP-1
EWH
GV-1
BV-1
BV-2
P-1
HB
PLUMBING FIXTURE AND PIPE SIZE SCHEDULE
FIXTURE/
EQUIPMENT
LAVATORY
WALL HUNG
WATER
CLOSET
FLOW
METER
BACKFLOW
PREVENTER
ELECTRIC
WATER HEATER
GATE
VALVE
BALL
VALVE
PRESSURE
GAUGE
HOSE
BIB
WASTE VENT
1-1/'L
4"
COLD
WATER
1/2"
1/2"
1"
1"
1/2''
, ..
1/2" &
1·
1/2"
HOT
WATER
1/'L
DESCRIPTION
VITREOUS CHINA WALL MOUNTED,
BACKSPLASH LEDGE, FAUCET HOLES
ON 4-1/2" C/C 18"X20" W/
FIXTURES, AMERICAN STANDARD
OR EQUAL
SIPHON JET, VITREOUS CHINA,
CLOSE COUPLED DESIGN W/ROUND
FRONT BOWL, FURNISH W/SEAT,
AMERICAN STANDARD OR EQUAL
1"0 DISPLACEMENT TYPE,
MAGNETIC DRIVE, COLD WATER
METER, READ IN GALLONS, TYPE
SR BY ROCKWELL OR EQUAL
BACKFLOW PREVENTER-WATTS
REGULATOR COMPANY REDUCED
PRESSURE PRINCIPLE, 1"0
SERIES 900 MODEL OR EQUAL
1 /'i.' HEAVY GAUGE GLASS LINED
MIDGET ELECTRIC WATER HEATER,
6 GAL. TANK, 8 GPH RECOVERY
AT 90' F., 120V, DAYTON
OR EQUAL
STOCKHAM CLASS 125-THREADED,
NRS, BRONZE GATE VALVE OR EQUAL
JAMESBURY CLASS 150, THREADED
BALL VALVE OR EQUAL
PRESSURE GAUGE 0-160 PSI
RANGE, 4-1/2"¢ FACE, PAINTED
STEEL CASE, AMETEK (U.S. GAUGE)
FIG. P500 OR EQUAL
HOSE BIBS SHALL BE CRANE
NO. 54 OR EQUAL
PIPING LEGEND:
GENERAL PLAN AND ARRANGEMENT
18"¢X24" CONCRETE RISER
WITH 18" LOCKING LID GROUND SURFACE -cw COLD WATER PIPING
1 'L (MIN.)
CLEARANCE
1 . -0" --1----
0FF WALL
1=-i ..--, et' (TYP.)
FINISHED GRADE
2'-et' (MIN.) TO
TOP OF PIPE
•
PRESSURE GAUGE (P-1)
0-160 PSI RANGE
;" BALL VALVE (BV-2)
X ;" REDUCER
2"</J NRS GATE VALVES (THREADED)
_.,,,,-1''</J DISPLACEMENT TYPE
MAGNETIC DRIVE COLD WATER METER
LDG. FL. EL.=367'
, . . A .•
I
I
PIPE SUPPORT J
+ ---------------+
1 'L COMPACTED STONE
1 "!ll TYPE K COPPER
POTABLE WATER PIPE
SECTION A-A
WATER SUPPLY PIPE
(N.T.S.)
GROUND STRAP
8" THICK REINFORCED
CONCRETE FLOOR
1 '-o"
PIPE SLEEVE FOR 1"¢
TYPE K COPPER WATER PIPE
10"
4" INLET
S'-8' PIPE
4'-10"
4" (TYP.)
HIGH LEVEL
LIQUID IND . . . r -~.000 GALLON-PREC;ST
CONCRETE HOLD TANK
3'-8"
(800 GAL.)
4" (TYP.) 4" (TYP.)
------4-8'-0"------
SECTION C-C
1"\ll POTABLE PIPE
TO RESTROOM -~---n------1-, ,.____, -
\_ 1"\ll TYPE L COPPER PIPE
±8'-6" ABOVE
FINISHED FLOOR
/PRESSURE GAUGE (P-1)
/ 0-160 PSI RANGE
1"\ll BALL
VALVE (BV-1)
1"1ll BACKFLOW PREVENTER
REDUCED PRESSURE PRINCIPLE
SUPPLY WITH VALVES
1"• TYPE L COPPER PIPE
~--,---, 1---MWf,----'1-',~~-. 1 BLDG. FL. EL.=367' r BALL VALVE (BV-2) 12" (MIN.)
CLEARANCE
PIPE
SUPPORT 1' X r REDUCER
SECTION 8-8
WATER SUPPLY PIPE
(N.T.S.)
2' -et' (MIN.)
TO TOP OF PIPE
PIPE TRENCH BACKFILL-
BACKFILL PIPE TRENCH IN
ACCORDANCE WITH THE
SPECIFICATIONS
TYPICAL BEDDING PROCEDURE
FOR UNDERGROUND PIPING
(GRAVITY AND PRESSURE PIPE)
--HW--HOT WATER PIPING
--v --VENT
--ss --SANITARY PIPING
HB HOSE BIB
LAVATORY
8" (MIN.) ABOVE
TOP OF PIPE
~----I _l
0 O O 0
LAV
EWH
WC
VTF
BFP
ELECTRIC WATER HEATER
WATER CLOSET
18" BEDDING AS PER
THE SPECIFICATIONS
0 0 0
~ (MIN.)
DETAIL
TYPICAL PIPE TRENCH
[PmNJ~LL
[Q)~~~@[Nl
SCALE: 1" =5'
REV •
UMMINGS
ITER
CONSULTANTS. INC.
CORPORATE HEADQCARTERS
3;BO William Pitt Way
Pittsburgl,, PA 15238
(412) c120--:J:Joo
Fax: ( 412) 826 3367
EASTERN
REGIONAL HEADQCARTERS
Oxford Duilding. Suite 202
University Office Pl Rza
Newark, DE 19702
[phone]
fax: [phone]
VENT THRU ROOF
BACKFLOW PREVENTER
S C A L E
0 2.5 5 FEET
REVISIONS
DESCRIPTION DATE APPROVED
GROUNDWATER REMEDIATION-
PLUMBING FLOOR PLAN, WATER
SUPPLY AND SANITARY WASTE, VENT
AND RISER DIAGRAMS
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E50 REV. NO.
NOT FOR CONSTRUCTION DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER
CHECKED BY: £,JC-\ DATE: 1 z., Z-7• Cft/
APPROVED BY: We.! DATE: 1-Z-•Z.?•~IJ/ 14
,-
LO w
LO -.t ,-
1"1.
0)
a::: w
(D
Cl:::;
.i::::J oz
Ow I-....J ::J -<{ LL
3'-4" (MIN.)
FROM BUILDING WALL
BAGFILTER-ROSEDALE
MODEL 6-18 OR APPROVED EQUNALENT (TYP.)
Q]
mr---j
@
BUILDING WALL
CENTER LINE FLOOR DRAIN
I
±8'-0"
FLOOR DRAIN
SUMP PUMP
B
--------------------~------------------------, ~------------------------,
4'-0" (MIN.)
FROM BUILDING WALL ± 1 '-4"
RECIRCULATION LINE
BACK TO EQUALIZATION
TANK
FLEXIBLE HOSE-USE QUICK
DISCONNECTS TO ATTACH TO
CARBON ADSORPTION UNITS
PLAN VIEW
....J ....J ~
(.!) z
i:5 ....J
ffi
TO DISCHARGE POINT
SAMPLE TAP
[r]@
TO EQUALIZATION ◄-=;~;;;i~=J~_LJ-L__!W FILTER AND CARBON SYSTEM
TANK
± 4'-6"-+------+--t--+---i
5'-0" (MIN.)
FROM BUILDING WALL
1"\ll RECIRCULATION LINE
PIPE SUPPORT
SEE DETAIL 1,
DWG. NO. 13
TO CARBON
ADSORPTION UNITS
f-----------±8'-0" ----------~
s? [x] ±6" s? D
0
± 1 ·-11J.'.' 2
[>
/; I>
I> .
. [> /;
I>
/; /;
/; /; t,.
NOTE:
± 1 '-0"
FLEX HOSE
B
u
FURNISH PIPE HANGERS AND
SUPPORT PIPE FROM RAFTER/
PURLINS (TYP.)
QUICK DISCONNECT
(TYP.) -+----a_]
5'-7"
FLEXIBLE
HOSE
1000 LB. ACTIVATED
CARBON ADSORPTION UNIT
1 000 LB. ACTIVATED
CARBON ADSORPTION UNIT
RECIRCULATION TO
EQUALIZATION TANK
PROVIDE PIPE SUPPORTS
AND ATTACH PIPE TO WALL
SLEEVE PIPE THROUGH
WALL-PACK AND CAULK
SHUT
i------s-ef'---~ 1 • -o"i------3• -a· ----+---..---i
. I>
t, 1>· CONCRETE t> . I>
SECTION B-B
I>
A • -~ .
/;
[> .
±1'-4" _l --6" CURB
:t
I I
I .t, I
I
I
I
I
SEE DRAWING NUMBER 13 FOR PIPE LEGEND.
l
±2'-4"
lFmNJi%[L
[Q)~~~@[N]
NOT FOR CONSTRUCTION
REV.
UMMINGS
ITER
CONSULTANTS. INC.
CORPORATE HEAilQUA:\TERS
3180 William Pitt Wav
Pittsbu::.~gl:, FA 1523v8
(412f 02G-33G6
Fax [phone]
S C A L E
1.5 3 FEET
REVISIONS
DESCRIPTION DATE APPROVED
GROUNDWATER REMEDIATION-
FILTRATION AND CARBON
ADSORPTION NETWORKS
PLAN AND SECTIONS
REMEDIAL DESIGN
~ CONCRETE FLOOR
t;AS'l'l~HI\
RFGIO'-iAL HEADQUA'lTERS
Oxford Building, Suite 202
UniYersity Office Plaza
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
SECTION A-A 1ewar~:, D~ 1 9702 EV NO
r2o2) 731 --95es E N MBER 93145E51 R . . Fax: [phone] AUTOCAD FIL U
DRAWN BY: T. GROSSO DATE: 12-27-94 DRAWING NUMBER
CHECKED BY: /.J..J<.A DATE: JZ·e-7·
APPROVED BY: W CA 15
----
--
------
--
---
C\I
L{) w
~ .....
I'/")
0)
0:: w ID
Cl ::;: < '.j uz
Ow I-.....I '.j -< LL
0 (0
II -
~ (/)
g
(l.
/+
/
+
•
• •
EXISTING
• •
• TRANSFORMER
+
/+ ~~;;:::;;==
+ PROPOSED OVERHEAD
PROPOSED TREATMENT
BUILDING
FIRE POND
WATER SURFACE
EL 385.72 (APPROX.)
SERVICE -----tt---i
r-r---EXISTING
DECON PAD
X 371.2
EXISTING OFFICE
.,-----.-------.TRAILER
!STING
ETE SLAB
2' CONTOUR INTERVAL
S C A L E
60 120 FEET
NOTE:
TOPOGRAPHIC CONTOURS, WELL LOCATIONS, AND
PROPERTY FEATURES WERE PROVIDED BY OTHERS,
L'.'__ l c _• .I
480V., 30 SERVICE
BY OTHERS~-:\.
480V., 3¢ BREAKER
IN NEMA 4 ENCLOSURE
OR TO 125A. BKR. IN
EXISTING DISTRIBUTION
IF AVAILABLE.
EXISTING ,,,
PUMP INTAKE
STRUCTURES
/
' ,. ' ~ .. ;, \',:; l>'.i. / ;-~
#6 GND. WIRE
1" X 8' COPPER-CLAD
,___GROUND GND. ROD
NOTE:
PROVIDE OVERHEAD
TELEPHONE SERVICE
ON POLELINE.
4/C #1/0 ALUMINUM-ACSR NEUTRAL MESSENGER
QUADRUPLEX -CODEWORD -COSTENA 1" TELE. SERVICE
MAST NOT SHOWN
PROPOSED
TREATMENT
PLANT
----~-i--~3-#1/0 & 1-#6
IN 1-1/2"C.
KWH METER\
#6 GND. WIRE
t---1" X 8' COPPER-CLAD
GROUND GND. ROD
PROPOSED 480V., 3¢ 125A. OVERHEAD SERVICE
FURNISHED UNDER THIS CONTRACT
Q)
s
:g:
,(j
0
•• 111
111
NTS
LEGEND OF SYMBOLS
JUNCTION BOX
SINGLE POLE SWITCH
DUPLEX RECEPTACLE
480V., 3-PHASE MOTOR
240V., 1-PHASE MOTOR
EXPOSED CONDUIT RUN
BRANCH CIRCUIT HOMERUN TO PANELBOARD,
ARROWHEADS INDICATE NUMBER OF CIRCUITS,
A1,3 OR DP-1,3 INDICATES CIRCUITS 1,3 FROM LJGHTING
PANEL 'A' OR DISTRIBUTION PANEL
EXPOSED RIGID STEEL CONDUIT. HATCH MARKS
INDICATE NUMBER OF H12 TYPE THNN CONDUCTORS.
NO HATCH MARKS INDICATES 2#12 TYPE THNN
CONDUCTORS. CONDUIT SIZE 3/4" UNLESS
OTHERWISE NOTED,
EXPLANATORY NOTE REFERRING ONLY
TO THE DRAWING WHICH
IT IS FOUND.
CONDUIT ELLED DOWN
CONDUIT ELLED UP
REV.
UMMINGS
ITER
CONSCLTANTS, INC.
CORPORATE HEADQUARTERS
3160 William Pitt Way
Pittsburgh, PA 15236
[phone]
Fax: [phone]
EASTERN
REGIONAL HEADQUARTERS
Oxford Building, Suite 202
University Office Plaza
Newark, DE 197D2
[phone]
Fax: [phone]
[p~[M~[L
[Q)~@~@[M
NOT FOR CONSTRUCTION
REVISIONS
DESCRIPTION DATE APPROVED
GROUNDWATER REMEDIATION-
ELECTRICAL
SITE PLAN AND DETAILS
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERF'UND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E52 REV. NO.
DRAWN BY: P.HUMMERT DATE: 12-27-94 DRAWING NUMBER ----------------------------, CHECKED BY: 8. WALKER DATE: 12-27-94
APPROVED BY: 16
ti')
LO LIJ
LO ...:I-
~
ti') o,_
6:: w ID
Cl :::E <(::::, (.) z
Ow I-....J ::::,_
<( LL
N
II
~
STARTER FOR
PUMP P-10
4#10-3/4"C.
STARTER FOR
PUMP P-11
DP-4 ~~DP-1
,------;...--ln-_'<:-_,_,--DP-2
ELECTRICAL CONTROL PANEL (ECP)
WELL PUMP STARTER
A15 'A' A1
1--+----+H-----+--~Jr--t-----H+-----+--lJl---t-----.._____,_ _ ___,
MAG. FLOWMETER A1
PUMP P-11 PUMP P-10
15KW,480V.3¢ __/
ELECT.UNIT HTR. #1
'----'<+--fl-_ECP 120V. EXHAUST FAN
3#12-l"C. TO
WELL VAULT
2#12-3/4"C.
A3
TO ECP ---+-'--t----<......,
6#12-l"C. TO
WELL VAULT -~
TO WELL PU~M=P---4r'r-t---+t-m STARTER
2/C SHIELD 3/4" C.
'tJ ---1+---11-.-ECP
A1
J
JUNCTION BOX
FD FLOAT SWITCHES
B#12-3/4"C. ,......._---,.-....,...___.......,
240V. 1¢
SUMP PUMP
A5
-...::J==fi.:JI)=--t-++,f----A10
LEAK DCTECTOR--1_.,.
(BY OTHERS)
EQUALIZATION/STORAGE
TANK
3#8-3/4"C.
A16
A1
'A' J T
\_ 15KW ,;BOY .3¢
/ ELECT.UNIT HTR. #2
" $!ROOM
1
'B'
'B'
A1 J 3/4"C. W/ FISHWIRE ECo/
FOR TELEPHONE
'A'
PEEIQE
/ ¢
..-R-~;;!1~:11['A;' 4 j J:)
/
ECP
<1>
1" MAST
FOR TELEPHONE
15KVA, 480 TO 120/240V. 1iil
DRY-TYPE TRANSFORMER.
LIGHTING PANEL 'A' 120/240V.1!2l, 3-WIRE
WITH 70A. 2-POLE MAIN, 10-20A.1-POLE,
2-20A. 2-POLE BREAKERS AND 4 1-POLE
SPACES.
1 KW, 120V. WALL HTR.
DAYTON CAT. NO. 2E432
W/FINISH FRAME NO. 2E443.
N0.2E487.
1.51<.W, 120V. WALL HTR.
DAYTON CAT. NO. 2E434
W/SURFACE HOUSING NO.
PROVIDE 240V. 1¢
SINGLE RECEPTACLE TO MATCH PLUG
FURNISHED WITH SUMP PUMP. INSTALL
IN SINGLE GANG 'FS' BOX STUBBED
UP 6" ABOVE FINISHED FLOOR AND
'TAYMAC' SAFETY OUTLET COVER
CAT. NO. 30510.
DISTRIBUTION PANEL (DP)
480V. 3¢, 3-WIRE W/ 125A.
3-POLE MAIN, 2-15A. 3-POLE,
2-25A. 3-POLE, 1-70A. 3-POLE
BREAKERS AND 3-3-POLE SPACES.
ALSO PROVIDE SURGE ARRESTORS &
CAPACITORS
PLAN VIEW
S C A L E -~
/. 3#1/0 & 1 #6
'. 1½°'C. J
--3/ 4" X 1 O' GND. ROD
WrTH #6 GND. WIRE I 2KW, 120V.
HOT WArER
HEATER.
460V. 3¢ SELF -
CONTAINED WATT
HOUR METER
4 FEIT
TO FLOAT SW.
IN SEWAGE
HOLDING TANK
FIXTURE TYPES
'A' -4' INDUSTRIAL FLUORESCENT WITH 10% UP-LIGHT,
PORCELAIN REFLECTOR AND TWO 34W. LAMPS.
BENJAMIN CAT. NO. FL-1024-4U.
'B' -1X4' LAY-IN TROFFER WITH ACRYLIC LENS.
BENJAMIN CAT. NO. SC142-MFS02A.
'C' -EXTERIOR WALL BRACKET WITH EXTRUDED
ALUMINUM HOUSING AND 70W.HPS LAMP.
BENJAMIN CAT. NO. OWW-70-HS-12
'D' -4' GASKETED FLUORESCENT WITH THERMOPLASTIC
HOUSING AND TWO 34W. LAMPS. BENJAMIN
CAT NO. VR1 -4D-LT.
1
15A~ --
PUMP P-10 ~
1 HP -0 I --
~
( =-0 3
50A.~
15KVA LTG. J~
TRANSFORMER L -0 I
--
-(
~
-0 --
n -
SPACE 5 -(
-'
-'
GROUND
BUS
2
~15A.
I o-= -'
~
I 0--' -~
4 0---=
~30A.
n -
I o-= -' -
~
I 0-J -~
6 0-= -V
~o-lOA.
~
n -
I 0-.ri -~ -0--::
-
V
PUMP P-11
1HP
15KW UNIT
HEATER #1
151<.W UNIT
HEATER #2
--' -SPACE 7 8 SPACE
n n ---=-
\.) ~' 0
480V., 3¢, 3W.
DISTRIBUTION
PANEL(DP)
[f~[N]&,[L
[Q)~~~@[N]
240V., 1¢
NEMA 4 2-POLE
240V. SAFETY
SWITCH.
WELL PUMP &
LEVEL ELECTRODES
'D'
A10 A10 It::::~---!. J i---, D
□ 0
3#12-1"C. TO rtr--+----JUNCTION BOX
IN TREATMENT BLDG.
6#12-1"C. TO
rh-----JUNCTION BOX
IN TREATMENT BLDG.
PLAN VIEW
EXTRACTION WELL. VALVE AND METER VAULT
REV.
UMMINGS
ITER
CONSULTANTS. INC.
CORPORATE HEADQUARTERS
2-180 lfillrnm Pitt Way
Pittsburgh, PA 15238
(412f 026--3:366
rCilX (,11:,) B26-3367
EASTERN
REGIONAL HEADQUARTERS
Bellevue Building, Suite 106
Cnivers;_ty Office }-Jl.eza
Nework. DE 19702
(302) 731--9>368
"'ax: 30:l ~131 -9609
SCALE
0 2 FEET
REVISIONS
DESCRIPTION DATE APPROVED
GROUNDWATER REMEDIATION-
ELECTRICAL
PLANS AND DETAILS
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH COROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E53 REY. NO.
DRAWN BY: P. HUMMERT DATE: 12-27-94 DRAWING NUMBER
NOT FOR CONSTRUCTION 1----------------------~ CHECKED BY: B. WALKER DATE: 12-27-94 17 APPROVED BY: w l.6
... -------·;.~ --:r·,T: :::!:~ ::_;_.?:--r,~-. -~:::-. i\..P: ~1~~/,::~: :. ?: :0. ~; ,· ~~· :·~~ t ~ • , I . .; . , -~-. k ~:\•_;:, 1t:1• • .-·: :
.. i :·•.·.->· .:<=-:·l ~: .. :--,-:!_._·,;--_,_: \~.'.·-:; -::,· .. ~:_:,:..•.::::\·_\:·: .. :_~·Tr• i--, .. , •': ·: ·} ·r;l'Fi? .. _• ·\) . .-·i_-:::;
'q'"
I.{) w
I.{)
'q'" ,,...
f'I')
OL
-II
I
TO 480V.
MAIN SERVICE
PANEL
CCT. NO.
SIZE 1 STARTER WITH CONTROL
CIRCUIT TRANSFORMER & PRI.
/_
;--AND SEC. FUSES. IN NEMA 12
ENCLOSURE.
-----7
FU
t--+-----,
M1
OL
1HP
PUMP P-10
480V.3¢
TO 480V.
MAIN SERVICE
PANEL
CCT. NO.
FU 480V.
120V.
H-0-A
M1 '\ /
* ----1 f--t----J:J....-1 R
TO LEAD-LAG
SELECTOR IN
PUMP CONTROL
PANEL
--0 / * '\
_J
CONTROL DIAGRAM FOR
PUMP P-1O
SIZE 1 STARTER WITH CONTROL
CIRCUIT TRANSFORMER & PRI.
L AND SEC. FUSES. IN NEMA 12
ENCLOSURE.
FU
-----7
--+---
FU 480V.
M2
120V.
I DL FU I H-0-A L_
1HP
PUMP P-11
480V.3¢
L~~::t=c;;....J.,I I M2 --~ --
* &---1
'--+-----' --0 *
TO LEAD-LAG
SELECTOR IN
PUMP CONTROL
PANEL
TO
LIGHTING PNL.
CCT. NO.
I
I'·.
--
TROL RELAY CAT. B/W CON
NO. 1100 --7
M3
I
OL
FU
1/3
HP
PUMP PW-1
240V. 1¢
*
0----'--;--+-<>11 * 6 &
2559 7,,,_
IN METER VAULT
-LH-_1-S7-N1 __ 71N ECP I
PANEL I
f~ I 'l<:ll 'IOLI ~
I I r--I I~ 1---M3 _:__
M3 &
I y: -R 1+" ,o/*'
~TO WELL
CASING
B/W #E-1S STAINLESS
STEEL ELECTRODE WITH
SHIELD AND TYPE 'SW'
SUSPENSION WIRE (LENGTH
AS REQUIRED)
PUMP RE-START -
PUMP STOP -
FOR * IN DOOR OF ECP CONTROL DIAGRAM
WELL PUMP PW -1
HOFFMAN NEMA 12 ENCLOSURE
CAT. NO. A-423010LP
W/ A-42P30 PANEL---._\
FLOW RATE/TOTALIZER
B/W RELAY
r--1~-----++-"RESIT'
IUI LEGEND PLATES ·--1!::===~=~~=~SONALERT
ALARM
DIALER
\'IIRIIJG mer
l\'IRINr. r,a
--. ~~ f~ ~ •f1 -~l r~l ,iJ
WIRlr-LC Cl.lCT
'1,11 lll•1lilllil!lll,illlllillillil 1; 111111
0 V TYPE E PLASTIC WIRING DUCT
PANDUIT NO. E1 .5x2LG6
I/ V w/ DUCT COVER NO. C1 .5LG6
POTTER & BRUMFIELD
SCREW TERMINAL SOCKETS
N0.27E121 FOR
POTTER & BRUMFIELD RELAYS
! PART NO.KUP14A35120 i
lill ALLEN-BRADLEY TERMINAL BLOCKS
PART NO. 1492-CA1 -CHANNEL MOUNTED
CONTROL DIAGRAM FOR
PUMP P-11 FRONT VIEW -CONTROL PANEL INSIDE VIEW -CONTROL PANEL
SCA! E: 1• - 7 '-0" SCA! E: 7" - l '-0"
NO. LEGEND
1 FLOW/TOTALIZER INDICATOR
2 LEAD PUMP SELECTOR
3 PUMP P-10 SE_ECTED
4 PUMP P-11 SEcECTED
5 EXTRACTION WELL PUMP
6 PUMP P-10
7 PUMP P-11 EQUALIZATION TANK PUMPS
FLOWMETER
8 SEWAGE HOLDING TANK -HIGH
9 EQUALIZATION TANK -HIGH-HIGH
10 EQUALIZATION TANK -HIGH
11 LEAK DETECTOR
'L, --~ 'FIT, ;!: II
.. ''-1 -~® J_
-
--,
120V. FROM LTG. PNL.
CCT.A 1
FLOAT SW. IN
~SEWAGE HOLDING
TANK
• -
HHL
• -HIGH-HIGH ~
LEVEL ALARM
FLOAT (9' -6'' ATB)
HLA ---PUMP STOP __--
(9' -3" ATB)
R3 HAR -0 I : PUMP RESTAR~
(8' -6" ATB)
--START LAG - -
--------PUMP
(7'-9" ATB) R6 R4
I I I I
I I I I
• ' START LEAD_____,,,,,/
PUMP
R6 R5 (7'-0" ATB) I I I I
I I I I
'
STOP LEAD fl FLOAT SW. IN
& LAG PUMPS -------EQUALIZATION
(1'-6" ATB)
CCT A1
1 ,rR 1
,I' 1 R8
I I
I I R2
I ,I''
~:R9
: ~R3
)' I
1 1R10
I I
1 ,rR3
,1' I
1 1 R 11
I I
: I R1
: I R2
: I R3
: IR3
"+
""" -'"' -,!i-+
I I -TANK(TYP FOR --I I ---N -
LEAK DETECTOR
I: R7
I: RB
I: R9
I: R9
TELEPHONE
DIALER
R1 R2 R7
y~ ~~ ~~
Fl
~ >1-< '7
-Pl'. • ! ... ~ ~~ ~ J_ -...1..,
FLOW INDICATOR,
INTEGRATOR &
COUNT INDICATOR
R1 /
'\ 1/
-A
-/ '\ -
R2 /
'
'\ 1/
r,, A --/ '\ -
R31/
/
' '\ 1/ I ~ A
o/ '\
-R4
!
I '\ / -w
• o/ '\
R5
'\ /
-w
o/ '\
R6
6)
R7
'\ / -A
0
_-........
R8
R9
R10
R11
-/ '
' -SONALERT
SCHEMATIC DIAGRAM -ELECTRICAL CONTROL PANEL (ECP)
. . . ' . . . ----··1· -
i,,.--
v-
v-
SEWAGE HOLDING
TANK HIGH LEVEL
ALARM
EQUALIZATION TANK
HIGH-HIGH LEVEL
ALARM
EQUALIZATION TANK HIGH LEVEL
WELL PUMP SHUT-DOWN
R3 ~ WELL PUMP
7t___:_TARTER
"--
PUMP P-10
LEAD
PUMP P-11
LAG
PUMP P-11
LEAD
PUMP P-10
LAG
TO STARTER FOR
PUMP P-10
I I
I
---R-!5 i-1 •--o I _,____
I
R4
LEAK DETECTOR
REV.
UMMINGS
ITER
CONSULTANTS. INC
CORPORATE HEADQUARTERS
3180 William Pitt Way
Pittsburgh. PA 15238
[phone]
Yax (,itcl) Sdli-8007
E1\STERN
REGIONAL HEADQUARTERS
Oxford Building, Suite 202
C ni versil v OfficE:: Plaza
N~wtU"k'. DE 19702
(302) 731--9668
F'ax ('.302 731-9609
TO STARTER FOR
PUMP P-11
LEAD -LAG
SELECTOR
*
lFDlM/k[L
[Q)~~D@lM
NOT FOR CONSTRUCTION
REVISIONS
DESCRIPTION DATE APPROVED
GROUNDWATER REMEDIATION-
ELECTRICAL CONTROL PANEL
AND DIAGRAMS
REMEDIAL DESIGN
KOPPERS COMPANY, INC. SUPERFUND SITE
MORRISVILLE, NORTH CAROLINA
PREPARED FOR
BEAZER EAST, INC.
PITTSBURGH, PENNSYLVANIA
AUTOCAD FILE NUMBER 93145E54 REY. NO.
DRAWN BY: P. HUMMERT DATE: 12-27-94 DRAWING NUMBER
CHECKED BY: 8. WALKER DATE: 12-27-94
APPROVED BY: l/.1 DATE: /'2.. Z7 · qt? 18