NCD980602163_20000203_Roadside PCB Spill (Warren County PCB Landfill)_FRBCERCLA LTRA_Detoxification Project Drawings-OCR

•
SOLL CITY
LARCO LAKE
,...____ ~
I
Warren County, North Carolina
D
158
~::::::, PROJECT ,-.r LOCATION
PROJECT LOCATION MAP
NOT TO SCALE
NORTH
V s 0 N
58
I
FOR
CAROLINA
AND
DE,PARTMENT OF ENVIRONMENT
RESOURCES
OF
NATURAL
W1 A S T E M A N A G
DRAWING
NO.
1
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N C D E N R 12
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I •f-__,f 1,1=:::J) < ) 35 ----- -1r5n~ 36
37
ENVIROM_ENTAL. INC.
I
38
39
40
41
BJii' A Environmental Consultants
42
43
Barnes:, Ferland and Associates:, Inc.
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45
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E M E N T
DRAWING INDEX
SHEET DESCRIPTION NO.
G-1 PROJECT COVER SHEET
G-2 OVERALL PROJECT MAP ANO AIR MONITORING LOCATION MAP
C-1 EXISTING CONDITIONS SURVEY PLAN
C-2 DEMOLITION PLAN
C-3 SITE PLAN
C-4 SITE GRADING & DRAINAGE PLAN
C-5 SITE GRADING & DRAINAGE SECTIONS
C-6 NEW LINED PONDS • SECTIONS AND DETAILS -STORM SEWER PROFILE
C-7 PROJECT DETAILS -EXISTING LEA CHA TE TREATMENT SYSTEM
C-8 SITE FENCING DETAILS
C-9 SITE CONSTRUCTION DETAILS
C-10 STORM WATER MANAGEMENT PLAN SCHEMA TIC
C-11 STORMWATER PUMPING STATION AND DRAINAGE DETAILS
C-12 TYPICAL EXISTING LANDFILL SECTION -<EAST AND WEST>
C-13 EXCAVATION SECTION -EXIST. LANDFILL PROFILE (NORTH • SOUTH) AND MATERIAL QUANTITIES
C-14 EXCAVATION SECTION • PROFILE LINE "A" EXCAVATION AREA NO. 1
C-15 EXCAVATION SECTION • PROFILE LINE •A• EXCAVATION AREA NO. 2
C-16 EXCAVATION SECTION • PROFILE LINE "A" EXCAVATION AREA NO. 3 , BACKFILL AREA NO.1
C-17 EXCAVATION SECTION -PROFILE LINE •A• EXCAVATION AREA NO. 4• BACKFILL AREA NO. 2
C-18 EXCAVATION SECTION -PROFILE LINE "A" EXCAVATION AREA NO. 5, BACKFILL AREA NO. 3
C-19 EXCAVATION SECTION • PROFILE LINE "A" EXCAVATION AREA NO. 6, BACKFILL AREA NO. 4
C-20 EXCAVATION SECTION -PROFILE LINE "A" EXCAVATION AREA NO. 7• BACKFILL AREA NO. 5
C-21 EXCAVATION SECTION -PROFILE LINE "A" EXCAVATION AREA NO. 8• BACKFILL AREA NO. 6
C-22 EXCAVATION SECTION -PROFILE LINE "A" BACKFILL AREA NO. 7
C-23 EXCAVATION SECTION -PROFILE LINE "A" BACKFILL AREA NO. 8
W-1 NEW WATER MAIN· PLAN
W-2 NEW WATER MAIN· PLAN
W-3 WATER MAIN DETAILS
ER-1 EROSION CONTROL PLAN
ER-2 SEDIMENTATION & EROSION CONTROL DETAILS
ER-3 SEDIMENTATION & EROSION CONTROL DETAILS
ER-4 SEDIMENTATION & EROSION CONTROL DETAILS
R-1 POST DETOXIFICATION -SITE DEMOLITION AND RESTORATION PLAN
S-1 STRUCTURAL • PLAN, SECTIONS, AND DETAILS
S-2 STRUCTURAL -PCS APT PROCESS -PRE-ENGINEERED MET AL BLDG -PLAN AND ELEVATIONS
S-3 STRUCTURAL -WORKING AREA PRE-ENGINEERED BARN PLAN AND ELEVATIONS
E-1 ELECTRICAL -SITE PLAN
E-2 ELECTRICAL -POWER RISER
PFD-200 BCD DETOXIFICATION EQUIPMENT LAYOUT
PFD-201 MATERIAL PREPARATION PROCESS FLOW DIAGRAM
PFD-202 CBCD PROCESS FLOW DIAGRAM
PFD-203 BBCD PROCESS FLOW DIAGRAM
PFD-204 PROCESS CONDENSATE SEPARATION AND AQUEUOUS PHASE TREATMENT PROCESS FLOW
DIAGRAM
PFD-205 LBCD PROCESS FLOW DIAGRAM
PFD-206 COMMON SYSTEM PROCESS FLOW DIAGRAM
/
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NO. REVISIONS
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COUNTY
BY DATE
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MONITORING WELL LOCATION
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OWNED
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LANDS
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COUNTY
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,._..--··-· ·-··-··-··-_·/'I
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LANDFILL AREA
I ,r-··-··-··-··-l._,_ !£": ________________ ....:·.~
OWNED L A N D S
-
ACCESS EASEMENT
WELL
MW-1A
MW-3 (s)
MW-3 (d)
MW-5 (s)
MW-6 (d)
MW-7 (s)
MW-7 (d)
MW-11
MW-12
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CASING
DIAMETER
2·
2·
2·
2·
2·
2·
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OVERALL PROJECT MAP
SCALE: N. T.S.
B I -NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ! - - - ---GD~ AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
I
ENVIROMENTAL, INC. WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
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DEPTH
43.37'
40.82'
66.68'
41.97'
64.30'
37.00'
47.54'
42.32'
38.40'
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B FA Environmental Consultants
Barnes, Ferland and Associates, Inc.
AIR MONITORING LOCATION MAP
SCALE: 1"=60'
OVERALL PROJECT MAP AND
AIR MONITORING LOCATION MAP
DRAWING INF"OR~ATION
PRCl..ECT NO.: 99001
DESIGNED BY: CEH
DRA'MI BY: WKP/TWC
CHECKED BY: PAS
DRAYl!NG FIL£: 99001 G2
DATE DRA~NG ND.
2/03/00 G-2
SCALE: AS SHOWN SHT. 2 OF 45
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NO. REVISIONS
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BY DATE
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ENVIROMENTAL, INC.
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NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
---
DIVISION ~ WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
-·-.
BFA Environmental Consultants
Bames, Ferland and Associates, Inc. EXISTING CONDITIONS SURVEY PLAN
.... ----
DRAWING INFOR~ATION
PROJECT NO.: 99001 DATE DRAWING NO.
DESIGNED BY: CEH C-1
DRA\IN BY: WKP TWC 2/03/00
CHECKED BY: PAB
DRAWING FlLE: 99001 Cl SCALE: AS SHOWN SHT._:_OF _:_
NO.
Lt.
~
.&.
&
&
EXISTING POND
CLEAR AND GRUB AREA
OF ALL TREES AND BRUSH
PROTECT MONITORING WELL
/DURING LANDFILL EXCAVA110N
@) MW-2
REVISIONS BY DATE
N ~~~~~~(~~
C I ----- -Gil ~
I ABANDON MONITORING WELLS RETAIN PERIMETER FENCE ON EAST
SIDE OF LANDFlLL - ----- -------- ---L MW®/~ ACCORDANCE WllH DETAIL __ ------.----~--=-=,-------;-p---o ---~ --· ~I ---oF-~---o=-p---o---=o-+---o=----=t I I ABANDON MONITORING WELLS ~
IN ACCORDANCE WllH DETAIL ~I
I . •., I l I I I / . ~' -~ ::., .. ,. '· -1c -RE•DVE EXISTING lfACHA~ ---+ ----1-I ---I ----' ✓/·7·~ i
I~ I ·, TREATMENT SYSTEM, PUMPS ,,, ~ , AND PUMP BUILDING I _.-(
REMOVE OBSERVA110N WELL
AND DISPOSE OF IT
DURING LANDFILL EXCAVA110N
; ; CLEAR AND GR V OF ALL TREES A //
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//
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/ REMOVE EXIS11NG ELECTRICAL , ~ MW-7(D) ~~
POL.£S AND OVERHEAD LINES / COORDINATE WORK WllH POWER COMPANY '·-I ,,,
-----------.____ --------<,-------'·. I -• --I;; I I ·. I , ,,
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~~\~~\~\~~-rm,."""_~~~\~~~~~~\~~~ _ "~~1\'-""-"'"'"""''&,_"'"'~"'"'"'""'&,_""•"'~"-\~"'"'~-"'~~"'~"'"'{~~~~"-\-"-"-~"'"'~"'~I ABANDON MONITORING WELLS r IN ACCORDANCE WllH DETAIL
ABANDON MONITORING WELLS
IN ACCORDANCE WllH DETAIL
~~~~~~~~~~~~~~~~~(~~(~(~~~~(~~&'fu~~~(~~~~~~~~~~~-=·
@ MW-12
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0 15' 30' 60' 90' -~-~-2-1111'•~~~~~1 c■ • • ■ • 111111--•
GRAPHIC SCALE: 1• = 30'
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT DRAWING INfORt.lATION
BF .A Environmental Consultants AND NATURAL RESOURCES PROJECT NO.: 99001
DIVISION OF WASTE MANAGEMENT DEMOLITION PLAN DESIGNED BY: CEH
Barnes, Ferland and Associates, Inc. DRAWi-i BY: WKP TWC
DATE
2/03/00
ENVIROMENTAL, INC. WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT CHECKED BY: PAB
DRAWING FILE: 99001C2 SCALE: AS SHOWN
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REVISIONS
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,1'-hf---f'-------"'-CONCRETE MITERED
-'-_ END SECTION
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EXCAVATE AND REGRADE
-EXISTING POND. -
'. EXCAVATED-MATERIAL SHALL · :
-BE TESTED FOR PCB CONTAMINATION. e
CONTAMINATED MATERIAL SHALL a'
BE TREATED.
w
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,,---TOP 314---....
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NEW LINED
POND
06 BOTTOM
314 TOP
---314 TOP --l,--,j..-~312.5
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BY DATE
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:.-I -----' \ I 16' WIDE-HAUL ROAD FOR CLEAN MATERIAL --, ., ' ii
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HAUL ROAD
IN PHAS[s_
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CONSTRUCTED
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----15• WIDE HAuL1 ROAD FOR coN _ ~~~~W~~Jm~11111;~~]~1n~
-ACCESS
RAMP ----
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328_0 _ 328.0
CERTIFIED -r -TRUCK SCALE
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BLENDED
---_ STOCKPILE
-"AREA,;
MATERIAL _.
' __,,,,,-PRE-ENGINEERED ~ ·• BARN
PROCESSING -/
• AREA -._ -
(BBCD AND CBCD) -..._
--,; -4 H--
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PRECAST CONCRETE
TEMPORARY_
BARRIER
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AREA
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METAL BUILDING
WALLS ---,"-'-'4----..--_
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STORM WATER
·._ TREATMENT
-SYSTEM
30"RCP @
N 942843. 72' \ ,
E 2245867.4! ~URB INLET -•
324.75 TOP=326.0 "
324.50
NOTE: SEE DRAWING C-6 FOR
STORM SEWER PRQflLE I
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INLET TOP=326.0
I __;;;__326.8 __,,.,,.,,_
MANHOLEl} . ·-~
15"RCP •.
CL
(_)
et:: • --,0
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DOUBLE fNLET :::,..,,f@
TOP=327.0 ,,.--:,;:_ '-
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J._324.75. (3 cc MIN.)----
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-16' WIDE
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NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NA TUR AL RESOURCES
ACCESS ROAD 324.50 •
---
32a.o •
TREATED
INLET
roe=327.o
sees
TREATED
STORAGE
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CONCRETE
TEMPORARY
' ARRIER
ALLS
l_ f -~.
DIVISION OF WASTE MANAGEMENT
Barnes, Ferland and Associates, Inc. SITE GRADING AND DRAINAGE PLAN
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
'
TYPE •c~. INLE
,JOP=327.0, ; , . . ' " -
\ '
-MOUNTABL
CURB
\
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\
DRAWING INFORMATION
PRo..£CT NO.: 99001
DESIGNED BY: CEH
DRAWN BY: WKP
CHECKED BY: PAB
DRAWING FILE: 99001 C4
'----•' ~--:_..! ~ '
\ $ _/·-.....__,--...._ _ _.,,... __ _
DATE
2/03/00
SCALE: 1 = .30
i -
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0
90' I :,
DRAWING NO.
C-4
SHT._6_Df45
... .... ...
332
328 ...
=
310
312 -•20
302 ... ... ...., ...
332
328 ...
=
310 ---420
... .....
340 ...
332
:m ...
=
310 -420
NO. REVISIONS BY DATE
~ PROPERTY LINE
---
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ENVIROMENTAL, INC.
'
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-300
n• '
-300
_....,
-340
_....,
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--
-320 -300 ---200
'
-320 -JOO -200
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-J20 -JOO -200 -200
NORTH CAROLINA DIPARTh1ENT OF ENVIRONMENT
AND NATURAL RESOURCES
-240
-240
-240
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
;:.------------r--~,~~~~ · .. ~-~~~
;;,:_:'i/ ; __ :,,~·.1:
-220
-220
-200
• •
-200
' '
-100 -100
SECTION 3
--'
-100 -100
SECTION 2
-18CI
' ' '
-100
SECTION 1
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BF .A Environmental Consultants
Barnes, Ferland and Associates, Inc.
•
-140
•
-140
-140
16' WIDE HAUL
ROAD
. ' .
-120
--
-100
16' WIDE HAUL
ROAD
-., ..
-120 -100
16' WIDE HAUL
ROAD
r ,,. .
-120
--
-100
-eo
-eo
CL EXIST. LANDFllL ~
-ea -40 -20
0
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6+00
20
SCALE: 1"=20' HORIZ. & VERT
CL EXIST. LANDFILL ~
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4+00
SCALE: 1"=20' HORIZ. & VERT
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--40 -20
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2+00
-
20
SCALE: 1"=20' HORIZ. & VERT
320
310
312
302 ... .....
340 ... ..,
320 ,. .
320 ...
... ..... ...., ...
M2
328 ,. .
320
311
SITE EXCAVATION / FILL TABLE
MA TERI AL CUT =
MA TERI AL FILL =
TOTAL=
19,600 cy
9,500 cy
10,100 cy
NOTE: QUANTITIES EXCLUDE LANDFILL AREA, SEE
LANDFILL SECTION SHEETS
DRAWING INFORMATION DATE PROJECT NO.: 99001
DRAV.,NG NO.
SITE GRADING AND DRAINAGE SECTIONS DESIGNED BY: CEH C-5
ORA\IN BY: WKP/TWC 2/03/00
CHECKED BY: PAB
SHT. 7 OF 45 DRAV.,NG Fll.E: 9901C5 SCALE: ,--=20-
NO.
TIJRN DOWN LINER
AS SHOWN
PROPOSED
GRADE
• st-
330
325
320
--
315
310
305
I
.. -· --·--·--------------64' 30"RCP 56' 30"RCP 165' 24"RCP 25' 15"RCP 105' 15"RCP ---------·· ◄ c:n .... ,..,,.-. .. I"'\ l"i' -tr="--. .... ,T I'-' I• -·-~ ·-'·-,--,.,--,.., ,--, ~~ -.... ,.. ... n -----,,...,...,.."7 -,.. ........ ....,. -. --'"-' -. -_.,._,...., -·--,_ -·-__ ..., -,..., ___ -. ---·-----
--
PROPOSED GRADE, ---,,,.,,,..
J:"--11i-----....... .f. I -, --• • .&. I workina t_auipment La yout :::.toraae ,_, Areas ' -----------!Vt'--I Vt'-T;!_D • A
I \ A_rea T/'\P Aren ~ TOP= .JLI.U \ ·..,,,_,,v \ -32/.0 \
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TOP-114.0 --...,£..._ -~ \ " r ,...""' r ,...,.., .. ' r c::n-., c sn?) ( C::()1 ) ---------/ \ '--tL •jltl.uu
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---NEW I INED
POND
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( SO8) "-11 FS .-i -~1 n n \ ~ '
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1B OTTOM=306.00 -tL---',)IU. IU
PROFILE -STORM SEWER
SCALE: HORIZ. 1"=30' VERT. 1"=5'
10 6' 10
2 - - -------320 ,--44:::11 -si::o!___::O_PI~:-m11unM~ltElt1i----,--,--_-___ -_1_"-------iEfvX~ISTT.riG~RAM1D~E--=--:------------i----,,--,--_-=-::::-::-=--'-----=='-------------:::::::,;---'""""-------, 320
t~I~ I. \,-, ~-" II---.... / , ... ---i------..._ ---
'\._ ( t---------~'c--,~ / \ I ----,...__ ----MAX. WATER LEVEL
iur-~314.U ~ '-,,,,,,,--~Ir--...___;::;:;;;----==---------'~'---------------j
310 _ -----/ "-/ -......._ -/ ---·---"'----'"--------~-+----------~--------------::+----+-~--------
/ ' "' /'-..
310
L 1 -............__ ______________ :.:lllJ:...:;l ,:,_·.:..:,:,uo:.::;.:.::....U_....1..._,,,;,,r/ '-._
=-.ni:-_. '-1.5: 1 SIDE SLOPE ~---------..1.1111l~---------"l'rtttt-et'll"'l'l:-n:t'9tt't;l11"'-:,,....L-'---------------------'=-::,:::--'-"""='-"'='"'---'=---------------------.'JU MIL r'UL1r:.ln!L[J1j[_ TYP.
A SECTION -NEW LINED POND
SCALE:. 1"=10'
\ EXTRUSON WELD
1 B" 1 B" Pfp[
Plus Dt,4.
12•
\ PIPE BOOT
/,\
NEW LINED POND ~
30 MIL. LINER
-;--"~.--i: POLYETHYLENE
EXIST. GRADE __/ LINER
LINER EDGE DETAIL
SCALE: N.T.S.
REVISIONS BY DATE ----,:;: j \ii
ENVIROMENTAL, INC.
LINER ANCHOR TRENCH
SCALE: N. T.S.
NORTH CAROLINA DEPARTMENT OF EN\1RONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
~ Environmental Consultants
Barnes, Ferland and Associates, Inc.
3655 Maguire Blvd. Suite 150, Orlando, FL, 328()3
PH.-/407) 896-8608 FAK [phone]
~ i;r:,-,' -7' --y--p·• ·....-·-~-;;-;~,
'.1:° -\ ' . ' . '
: r-~~;-.,.: .~: (·/ 1:~ ' ! ·1: :!.
·'''
I
PIPE BOOT DETAIL
SCALE: N. T.S.
NEW LINED POND -SECTION AND DETAILS
STORM SEWER PROFILE
330
325
320
315
310
305
DRAWING INFORMATION
PRO.ECT NO.: 99001
DESIGNED BY: CEH
DRA'IIN BY: WKP
QIECl<ED BY: PAB
DRA~G Fil£: 99001C6
SS BAND CLAMP
NEOPRENE GASKET
DATE
2 03 00
SCALE: 1 =10
DRAWING MO.
C-6
SHT ..... ~ _ _(lf 45
NO.
&
.&-.
Li.
ffi ,s--
2' CLEAR OPENING MANHOLE r FRAME AND COVER - 2 PLACES
I I
~-----/--------------
1 I I I I
11 \ I \ I
I\ I \ ;'I
I "-,,i "-,, I I --..__ --..__ I
I I
I I ~-------------------J
SAND FILTER
NOTE:
2' CLEAR OPENING MANHOLE
/ FRAME AND COVER
I I
----7-----------1 __ I
I 0,, ', I
I 1 \ I
I ( 1 I
I \ / I
I '-,, I
I ___ -~_: __________ I
CARBON FILTER
1. CONTRACTOR MUST REMOVE AND DISPOSE OF THIS SYSTEM
PRIOR TO COMPLETION OF DETOXIFICATION ACTIVITIES.
2. THE CONTRACTOR HAS THE OPTION OF KEEPING THIS UNIT
IN OPERATION OR REROUTING THE LEACH A TE TO THE PROPOSED
STORMWATER TREATMENT SYSTEM
3. THE EXISTING SAND AND CARBON IN THIS SYSTEM SHALL BE
TREATED ON-SITE
4. ALL STRUCTURES, EQUIPMENT AND PIPING WHETHER SHOWN
ON THIS DRAWING OR NOT, SHALL BE DECONTAMINATED ON SITE
PRIOR TO DISPOSAL.
TOP Pl.AN -SAND AND CARBON FILTER
SCALC:: 3/8" = 7'-o"
' :
OVERLAY ALL PERFORATED PIPE r WITH a• MESH GALV. SCREEN \
g• -s· 3' -o· . \ 7'-s· 1------~~---+----~1 i-----~~--------i
3" PVC INFL:UENT
PIPE FROM \
LEACHATEl / 4" PVC INFLUENT 4" PVC INFLUENT, \
• co
I in
I
'
i
l
I
.---.-, r--
4• X 3• RED. /j
4" GLOBE VALVE
4" PVC INFLUENT
PIPE
1500 GAL. PRECAST REINFORCED CONC. TANK
9' -6" X 5' -8" X 5' -9" I.D. WlTH
6" THK. WALLS AND 5" THK. TOP -~
-B
-8
-
B'
a
I
I --
I I = t
~
I
J
I
4" PVC OUTLET_}
PIPE TYP.
SAND FILTER
1 I \ \ \
\ \
~ \ .J. a ~ ' i.
~ -~ ~
-IH~ = -
T
\ t
~
~ a I I ' \
\\ I
4" GLOBE VALVE-L 4" UNION 4" PVC OUTLET_\
PIPE TYP.
CARBON FILTER
Pl.AN -SAND AND CARBON FILTER
• 0,
I
in
SCALE: 3/8" = 1'-0"
3" PVC INFLUENT , 4" GLOBE VALVE
PIPE FROM 1\
LEACHATE\ r 4• PVC INFLUENT
\ I / '7 t-" "i t-"
\=E::::flwt:Bi9-\~~==/:fh-.:------====:::!!~"'=WA=;TE=::R=E:--LE_V._ +---+-r-
4• x 3• RED//V ~-+-• <Cl I -• N st
1 4" PVC INFLUENT
4" UNION /
'
SEAL WALL PENETRATION
WITH NON-SHRINK GROUT
TYP.
/ 4" GLOBE VAf.Vf_
~ 4" PVC OUTLET
PIPE
• <Cl
I
i-J
750 GAL. PRECAST REINFORCED CONC. TANK
7'-6" X 3'-6" X 5'-3" I.D. WITH
6" THK. WALLS AND 4" THK. TOP
SEAL WALL PENETRATION r----WITH NON-SHRINK GROUT
/ TYP. 4" PVC INFLUEN
PIPE I iq r9 .......+---'-----'------~ --+-+---~ ---~----~ I ,
REVISIONS BY DATE -- --
-~·--. ·-,s••· - -,._ I \iii
ENVIROMENTAL, INC.
4" PVC WITH 2-ROWS OF 1" DIA. HOLE
EQ. SPACED IN PIPE. 16 HOLES/ROW =
32 TOTAL HOLES IN EACH PIPE • SAND FILJ[R 0,
I
4" PVC WITH 2-ROWS OF 1" DIA. HOLES/
EQ. SPACED IN PIPE. 14 HOLES/ROW =
28 TOTAL HOLES IN EACH PIPE
I
I
4" PVC OUTLETJ
PIPE TYP.
CARBON FILJER
SECTION -SAND AND CARBON FILTER
SCALE: 3/8" -1'-0"
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES ~• a1r A r::nvironmenta1 eonsu1tants PROJECT DETAILS -DIVISION OF WASTE M A N A G E M E N T
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
f3arnes, Ferland and Associates, Inc. EXISTING LEACHATE TREATMENT SYSTEM
I
I ,.
· .. ,
., ' ...
/ ·._\ .(;, ~/i /:\ ; __ ·\.\. '·i·i .:': ;, /, .: ·, . ( J , '
• IC)
I
-:.i-
-I
~ 4" GLOBE VALVE
J
I
L 4• PVC OUTLET
PIPE
• .,,
I
in
DRAWING INFORMATION
PRo..ECT NO.: 99001
DESIGNED BY: CEH
DRAWN BY: WKP/TWC
CHECl<ED BY: PAB
DRAWING Fll.E: 99001C7
DATE DRAWING NO.
2/03/00 C-7
SCALE: AS SHOWN SHT, 9 Of 45
NO.
Post Ca /0 1 Max.
-----',. __ .. ,.
Barbed wire, for attachment detail
see this dwg.
101 Max.
' _ _:__
Post Cap
Corn~
•
101 Max. 101 Max.
Varies, 2.1 Max. -------,1-1--Ties Ii 2411 Centers_,. __ .,._ _ _,.~1---..... --Varies, 2' Max ...... --........... ---<,.__ _.,___-++-_....._ _ __,...,._...,,....;,.__....,.. _____ ---11-----1----611 Min. -----Iv
Ties Ii Z4" Centers _..,_ _ __.,,......,1,1-_....,.. _ __,,.__ ...... _ __,,.__,_..,.. _______ ....., __ ..,_ _ _,. __ 6" Min.
Chain Link Fabric No. 9
Z' Mesh, Twisted And B
Top And Bottom Selvage
Tension Wire-b
' Ties Ii -~. Centers
tlJ
LINE POST
GENERAL NOTES
µq ~1
PULL POST
I. Chain link fabric, posts, rails, truss rods, tension wires, tie wires, stretcher bars, gates and all
miscellaneous fittings and hare/ware shall meet the requirements of AASHTO M/81 unless
otherwise specified t1f this index. Stipulated AASHTO and ASTM signify oorrent reference.
2. Fence Component Options,
A. Line post options, ,
m Galvanized steel pipe, Schedule -40-It nominal dio. galvanized at the rote of
1.8 oz/sf: ASTM A53 Tobie X2, ASTM F/083, and AASHTO Mill.
8. Comer, end, and pull post options, ,r
(!J Galvanized steel pipe, Schedule -40· 2!' nominal dla. galvanized at the rate of
1.8 oz/sf: ASTM A53 Table X2, ASTM F/083, and AASHTO MIii
C. Rall options,
(f) Galvan/zed steel pipe, Schedule -40· if nominal d/o. galvanized at the rate of
1.8 oz/sf: ASH/ A53 Tobie X?, ASTM F/083, and AASHTO U/11. ti
D. Chain /Ink fabric options (Z' mesh with twisted and barbed selvage top and battom for all optionsi: m AASHTO M/8/ Type I -Zinc Coated Steel, No. 9 gage !coated wire diameter!, (l<Jlvanlzed
at the rate of 1.8 oz/sf !M/81 Closs D 2.0 oz/sf modified to 1.8 oz/sf).
E. Tension wire options:
/I) No. 7 gouge steel wire zinc golvonlzed at the rote of 1.8 oz/sf: AASHTO M/81.
!2J Aluminum alloy wire conforming to the requirements of ASTM 8211, Alloy 606/,
Temper T89 or T94, with a wire diameter of 0.1875" or larger.
!3J No. 7 gauge aluminum coated steel wire coated at the rate of 0.40 oz/sf: AASHTO M/81.
F. Tie wire and hl)g ring options:
(!J No. 9 gouge steel wire galvanized at the rate of 1.8 oz/sf.
/2) Aluminum alloy wire conforming to the requirements of ASTU 8211, Alloy 606/,
Temper T89 or T94, with a wire diameter of 0.1443' or larger.
(3) No. 7 gauge aluminum coated steel wire coated at the rate of 0.40 oz/sf.
u
Ground Line
Concrete Base Crowned I"
Above Ground At All Posts
(Typical)
Ties Ii 2.4' Centers b LINE POST
LINE POST LINE POST
TUBULAR POST ILLUSTRATED
3. Unless a specific material Is oalled for In the plans the Contractor may elect to use either a single
type of material or a combination of mater/al types from the component options 1/sted above. Combinations
of optional materials are restricted as follows, !al Only one fabric optional mater/al w/11 be permitted
between comer and/or end post assembl/es. (bi Only one line post optional material will be permitted
between comer anolor end post assemblies. !cl Pull post assemblies shall be optional materials identioal
to either the 1/ne post optlona/ mater/al or the corner end post assembly optional mater/al, but, pull
post assemblles shall be the same optional material between any set of corner and/or end post' assemblles.
4. Concrete for bases shall be Closs I as specified In Section 345 of the Standard Specifications except
that the requirements contained In 345-5.I, 345-/0 and 345-11 si'K111 not apply. Materials for Closs I
concrete may be proportioned b>j volume and/or l:ly weight.
5. Line posts ore to be set in concrete as detolled above.
End, pull ano corner post assemblies shall be set In concrete as detailed above for all soil conditions
other toon so/Id rock.. Posts within ossembl/es that ore looated on concrete structures or so/Id rock
shall be set /:It base plate.
Line and assembly posts set In concrete bases shall be set on oddltlono/ 3" In depth for each I' of fence
height greater thon 6',
6. Pull posts shall be used at breaks In vertloal grades of 15• or more, or at approxlmotely 350' ctnters
except that this maximum Interval may be reduced b>j the Engineer on curves where the degree Of oorvoture
Is greater toon 3• .
FENCE DETAIL
SCALE: N.T.S.
' tlJ
~!~
LINE POST
Tension Wire b
' "1
I 1z:1 ~t
CORNER OR END POST
7. Corner posts are to be Installed at all horizontal breaks In fence at 15 • or mere and as required at
vertloal breaks over 15" as determined /:It the Engineer.
.
2.875" o.d.
gate post
.
X X X J<
X X X X
X X XX Y
X ),?>:\.:
X )( X X
..
X X X X
X )( )( )( )< y y
XX X Y X < X X X
X X
.
1.9 o.d. pipe for
gate frame
Latch for lock
as provided by
fence mfg.
NOTE:
5' -011 wide walk
through gote
X )< )<
{ X ' )( )( )( X X X X
)< )< )<
X X X .
X
\
.\ .. '
1. See fence detail on this sheet for fence components
ACCESS GATE DETAIL
SCALE: N. T.S.
24' -rJ'
/ Barbed wire, for attachment deto/1
/ .. see this dwg •
.. ..
.
=
=
\ =
V
R--',.__..,.__....,... ____ ,__ ___ -+<-ft
.. .. . . .
Class "c"
cone. !typi
.
.
..
X V?-x > X X
X X
X >
"> )(x.;x
X >.
X '>< X
X X
X)()l.)I. fx
xXx )(
X X X X
X )( X ' X )< >
X X
X X X
X X
X )<
)()()1, X
X X >
24' WIDE ENTRANCE GATE DETAIL
REVISIONS BY DATE - ----=•a ENVIROMENTAL, INC.
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
Barnes, Ferland and Associates, Inc. SITE
SCALE: N. T.S.
DRAWING INFORWATION DATE PRO.ECT NO.: 99001
FENCING DETAILS DESIGNED BY: CEH
DR"llN BY: TWC 2/03/00
CHECKED BY: PAB
-
b
I
<O
DR"IMNG FILE: 99001C8 SCALE: AS SHOWN
---------------------, -;-· -...,.....,...-.....-.-'M""'" ".T f,• ,-• • ' ' .-:-', :_ ;-:,
DR"\IIING NO.
C-8
SHT.-2£.0F 45
--
r7
L _J
r7
L _J
GENERAL NOTE:
MORTAR USED TO SEAL THE PIPE INTO THE WALLS OF PRECAST
UNITS WILL BE OF SUCH A MIX THAT SHRINKAGE WILL NOT
CAUSE LEAKAGE INTO OR OUT OF THE UNITS. MAXIMUM OPENING
FOR PIPE SHALL BE THE 0.0. OF THE PIPE REQUIRED PLUS r;.
DETAIL OF CHANNELIZATION
NOTE: CHANNELIZATION REQUIRED AT ALL DRAINAGE STRUCTURES
SMOOTH FLOW CHANNELS COMPOSED OF CONCRETE OR BRICK AND
MORTAR SHALL BE CONSTRUCTED ON THE BOTTOMS OF ALL
STRUCTURES TO A DEPTH EQUAL TO HALF THE DIAMETER OF
THE LARGEST PIPE.
INVERT DETAIL
SCALE: N. T.S.
APPROX. 24D LBS.
r7
L _J
N
'~---!-•~· t ,.._
~-+--~ ,.._
N
r7
L _J
N
--~
:J
I~
I ~
I
: lt ,.._ r ~
i--2 1/8" 7/8" i---
1 5/8" --1 7/8""-__
2 7/8"-=----..-i 35 7/ff'
..Pi.Atj
1 I I I 1 1 1 1 t 1 1 1 1 I J I l I I ! I I I I !
_iLLI LJ_LJJi~L~i~L~i~L~L~l~=LJ~--~-~l~~J~i=J~
__1 1 /2" ~ ~7 /ff'
35 1/8"
ELEVATION
STORM SEWER INLET GRATE
SCALE: N. T.S.
REVISIONS BY DATE
1 /8" X 1" X 1"
BEARING PAD
.5.1.D.E .Y.lEW
i: I i:i
ENVIROMENTAL, INC.
RAISED LETTERS 1" HIGH FLUSH WITH TOP OF COVER
~ R
3 1/4" J. 2 -CONCEALED PICKHOLES
NOTE:
1· FRAME & COVER SHALL BE
MACHINED OR GROUND AT TOUCHING SURFACES SO AS TO SEAT FIRMLY AND
PREVENT ROCKING.
ff
34 1/2"
COVER
(265 LBS.:!c 5 LBS.)
' vr JL:r•:;'.'.'"''•irc•::::::-;i. ,·: , ,,,
35 3/4" ---~-,r
1 1/f!' ---+1 ... _r ________ J, 3/~ 1 ,;2" I
8-RIBS ~ -41---L .
L::~ t\is_,~
5/f!' J
1
. 1-----403~2"---_-_-_-_-:_-:.-----<r 4 ,;4• L4 ..
FRAME
(215 LBS. APPROX.)
7 r 1 3/f!'
~
DETAILS
____i L 3/4"
RIB DETAIL
STORM SEWER MANHOLE COVER
AND FRAME
SCALE: N. T.S.
ALL FILL TO
BE COMPACTED
TO MIN. 98l'i:
MAX. DENSllY
PER ASTM STD.
J/l==/1
p
12"
I:,.
I:,.
-Iii _\
I:,.
ll
CURB INLET FRAME
GRATE NOT SHOWN
BRICK WORK
CURB INLET FRAIME
12·· MIN
8"
5"'
DEPTH
VARIES
8"
8"
'lo ' + ..., ...,
11·
GRATE
36"" I.D.
·-· ·1 • 48" I.D.
• I • 2" CLEAR 7 • I • I • I • ---.-
'lo Ill
'lo NOTE:
CONC. DESIGN
STIRENGTH 4,000 PSI
----------CURB IRON
·-I" •
• I • I • I • I • I •
----------MORTAR SEAT
5"
__----BRICK
2-#6(4-SIDES)
W/#4 TIES O r5" O.C.
GROUT, OR "RAM-NEI<"
JOINTS AS REQUIRED
PRECAST IN ACCORDANCE
WITH LATEST EDmONS
OF A.S.T.M. C478
PIPE MUST NOT BE IN
CONSTRUCTION JOINTS
PIPE SHALL BE FLUSH
WITH INSIDE WALL
~--/140 9" O.C. B.W.
BEARING CAPACfTY MINIMUM 2000 PSF
STORM SEWER CURB INLET
SCALE: N. T.S.
MATCH SLOPE OF CONCRETE
"COUAR/EROSION PROTECTOR"
WITH THAT OF POND
4:1 MAX.
FlNISH
GRADE
@ SOIL SUBGRADE
LEGEND
@ ONE LAYER OF TENSAR SS-1 GEDGRID OR EQUAL
16' WIDE WITH MINIMUM OVERLAP OF 3 FEET AT SEAMS.
@ FIVE INCHES ROAD BASE
@ THREE INCHES WELL-GRADED CRUSHED CONCRETE
WEARING SURFACE (MAX. TWO INCH SIZE) MAX. 15%.
PASSING No. 100 SIEVE.
TYPICAL ACCESS ROADWAY
SCALE: N. T. S.
4" CONCRETE "COLLARtEROSION PROTECTOR
REINFORCED WITH 6"x6 ,10/10 W.W.F.
MITER PIPE END TO MATCH SLOPE
OF CONCRETE COLLAR AND
POND BANK.
c= -=--=--=--=--=--=-I >--.
I I ' ~------......:;. _____ _
SEE PLAN
FOR INVERT
INFORMATION
SHAPE TO SUPPORT
PIPE WITH EXTRA
CUT AT BELL
---0.5 P ----, ACCEPTABLE EXISTING
FIRM UNDISTURBED
MATERIAL.
NOTE:
EACH LIFT TO BE COMPLETELY COMPACTED
TO REQUIRED DENSllY BEFORE STARTING
NEXT UFT NO UFT TO EXCEED r5" WHEN
COMPACTED.
PIPE BEDDING CASE 1
SCALE: N. T.S.
NORTH CAROLINA DEPARTMENT OF ENv1RONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
', ," - . ' f'
. , ·_: )t " : .. ,, '
SECTION
~ Environmental Consultants
Barnes, Ferland and Associates, Inc.
VARIES
PLAN
CONCRETE MITERED END SECTION
SCALE: N.T.S.
DRAWING INFORMATION DATE PRo..ECT NO.: 9 1 SITE CONSTRUCTION DESIGNED BY: CEH
DETAILS DRAWN BY: WKP TWC 2/03/00
CHECKED BY: PAB
DRA'MNQ ALE: 99001C9 SCALE: AS SHOWN
DRA'MNG ND.
C-9
SHT._1_1 Of 45
. . .. :" .. T, .....
!
,,. -------------------------------------------------~'--------------------------------------------------------------,
NO.
------------------------------------------------------------------------~----' ✓-~
I \
f I
I I
I I
I I
I I I .. •. -CLEAN REWON I
>STORM,WAlER ~~~~-~-~-~=~ -. I I DISCHARGE
I I
I I
I I
I I
I I
I I I RATE = 60 gpm · ·· _ . -· · I
I ~~~TJ :;g~~s~A~~A ~~~~~-~~==~ •·REtrN\:PPONO ·~===i ©,J~,◄ I 1---1 ___ .·:-_----: : --• ·•----··· I
1
1
, -VOLUME = 40,537 cf I I · --·-EXISTING REltNTION II . . I CARBON - . STORAGE-PONO -_ -Pu~61~~c~~~ ~~~~1~NT ~===itti~·~~~~~ "~~~~tti~~===i I FILlER . 1 ~~~=itti~ tti~ •: •.• ~. -.. _-. - . ·--·· -.
: N™'"""°"" I I ---: :
I EXCAVATION RATE = 40 gpm ~ -----~ .. _ . _ I
I I( r,-AR_EA __ -.,~==~~--~~===========~ ©,J~I"""-111111111111111111111111111111~ If! I
I fit~I IJ "'"" m esoCEss ~
I ~M~~
I
I
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\
\
DUST CONTROL
' -------------------------------------✓ ~ -----------------------------------------
STORMWATER MANAGEMENT PIAN SCHEMATIC
SCALE: NONE
NOTE:
DESIGN BASIS
STORM EVENT -100 YEAR
STORM INTENSITY -9.5 INCHES/HOUR
IMPERVIOUS AREA -52479 sq. ft.
I
/
1. THE PROPOSED STORM WATER MANAGEMENT SYSTEM
SHOULD BE ADEQUATE FOR THIS PROJECT. HOWEVER,
THE CONTRACTOR IS RESPONSIBLE FOR APPL YING
FOR AND OBTAINING THE NECESSARY STORMWATER
MANAGEMENT PERMIT THROUGH THE STATE OF
REVISIONS BY DATE
i=i..a
ENVIROMENTAL, INC.
NORTH CAROLINA DEPARTMENT OF ENV!RONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
'i
HFA Environmental Consultants
Barnes, Ferland and Associates, Inc. STORMWATER MANAGEMENT PLAN SCHEMATIC
NORTH CAROLINA. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAKING NECESSARY DESIGN
MODIFICATIONS THAT ARISE DURING THE PERMITTING
PROCESS.
DRAWING INFORMATION DATE DRAIMNG NO.
PRO.Eel NO.: 99001
DESIGNED BY: CEH C-10 DRA'M'I BY: WKP/TWC 2/03/00
CH£Cl<EO BY: PAB
9iT.~ 45 DRAWING FU: 99001G3 SCAL£: AS SHO'M-1
CONTRACTOR SHALL PROVIDE A WATERTIGHT
SEAL BETWEEN LINER AND SUMP
NO.
&
PRECAST CONCRETE
MANHOLE SECTION -~
REVISIONS
CONC. GROUT
FILLET.
PER PUMP MFG.
REQUIREMENTS
-
BY DATE
POWER CORD SUITABLE
FOR SUBMERSIBLE DUTY
PUMP SHALL HAVE A
SELF-CONTAINED FLOAT
SWITCH
• U)
I "'
3" HOSE
NOTES
3" X 3" FLG.
TEE UP WITH 3"
RISER PIPE
~-90" BEND W/QUICK
CONN. COUPLING
CONTRACTOR SHALL STABILIZE
THE CONNECTION POINT WITH A
CONCRETE FOOTER OR OTHER
APPROVED METHOD
1. WETWELL BOTTOM SHALL BE SET ON 12" GRAVEL BED OF SUITABLE STABILITY
TO INSURE ZERO SETTLEMENT. IF EXISTING BASE MATERIAL IS QUESTIONABLE,
THE CONTRACTOR SHALL PROVIDE A STABILIZED BASE OR A POURED CONCRETE
FOOTING AS DIRECTED BY THE ENGINEER.
2. CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE AND OPERATIONAL PUMP
STATION UNLESS OTHERWISE NOTED.
3. SEE SPECIFICATIONS FOR PUMP REQUIREMENTS.
SECTION -STORMWATER PUMPS
N.T.S.
----,:;; j ...
ENVIROMENTAL, INC.
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
' ~ } )\( !\i .. i'.)
' ~ Environmental Consultants
Barnes, Ferland and Associates, Inc.
' ,n
I
v
aJ
'
I
o<)
' ([)
2·
GROUT ALLET 1YP
BRICK ADJUSTMENT 12" __,_.,.,
NORWJ.. 1 ff MAX.
ci
8 "'
t::
.... -JOINT _____ -,,;
"' -
PRECAST CONC ASTM-C-478 ---_ ___,
io
4'-o" MIN
STD. FRAME AND COVER
PAVEMENT
---
.75
DIA.
5' l'IP.
__.j----7-2 COAlS (8 MIL
E'A.) COAL TAR
EPOXY IN'TERIOR
AND EXTERIOR
-_J..--
r ff MIN
FLOW CHANNEL
STORMWATER TYPE "A" MANHOLE 8"-21"
N.T.S.
INLET GRATE TO BE EQUAL
TO U.S.F. & MFG. CORP.
3'-4" U.S.F. NO. 4635 OR 4609
_,,_f ____ .,.._,,, TOP EL NOTED ON PLAN
1 W/ANGLE CAST IN PLACE TO
r7,===:c:c:=~7 EL 98.5 FIT GRATE
~~~GRATE SHOWN ..,.~ .
,
2 1/4"
2 1/4"
PLAN
TOP OF BERM
ON DWG. C-9
f4012" O.C.E. W.
" "
EL 96.0
L_ ....... ~...:_~~~_:::=~:,.,,3
J 3'-1o"x4·-11· J #4012" O.C.E.W.
SECTION
INLET TYPE "C"
SCALE: N.T.S.
8'-0"
TOP OF OVIERFLOW
l,. LAYER OF COMPAClED
ASTM NO. 57 STONE
OVERFLOW DETAIL
N.T.S.
DRAWING INFORMATION DATE DRA'MNG NO.
STORM WATER PUMPING STATION
AND DRAINAGE DETAILS
PROJECT NO.:
DESIGNED IIY:
DRAIIN BY:
CHEa<ED BY:
99001
CEH C-11
WKP TWC 2/03/00
PAB
DRA'MNG .flLE: 99001C10 SCA1.E: AS SHOWN SIH.~ 45
350.
340 "
330 ·
320 ·
310
-160
NO.
-140 -120
REVISIONS BY DATE
/ EXISTING SUBGRADE
-100 -80
- - --- -S::1\:1
ENVIROMFNTAL, INC.
30 MIL. PVC
BOTmM LINER
-60
24" CLAY LAYER
-40
352.9±
--
-20
. ' ' . ' ___ ._, -· ·~-• _l_ -
v-~ LANDFILL
12• TOP SOIL 12" Fill MATERIAL
l so· C[AY LAYER
0 317.0± 20 40
lYPICAL SECTION -EXISTING LANDFILL (EAST-WEST)
SCALE: HORIZ.& VERT. 1" = 1 O'
NORTH CAROLINA DEPARTMENT OF FNVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
RFA Environmental Consultants
}:mes, Ferland and Associates, Inc.
r· -• •. ·• . .
,' .. ' '' '
I
10 MIL .PVC TOP LINER
g.• ~ fill FOR LOWER
bfAC»A!fE COLLECTION
60
12• Fill MA lERIAL
EXISTING. SUBGRADE ~
80 100 120
NOTE:
THIS DRAWING WAS DEVELOPED FROM RECORD INFORMATION
PROVIDED BY THE STATE OF NORTH CAROLINA. THE CONTRACTOR
SHALL VERIFY CONDITIONS ABOVE THE TOP LINER PRIOR TO
STARTING EXCAVATION ACTIVITIES.
140
DRAWING INFORMATION
TYPICAL EXISTING LANDFILL SECTION
(EAST -WEST)
PRO..ECT NO.:
DESIGNED BY:
DRAWN BY:
OtECKED BY:
99001
CEH
'M<P TWC
PAB
DRA'MNG Fl..E: 99001C7
DATE
2/03/00
SCALE: AS SHOWN
350
340
330
320
310
160
DRAMNG NO.
C-12
SHT.~Of 45
NO,
EXISTING COVER -
FROM TOP DO1',N
VEGETATION
12" TOP SOIL
12" FILL MATERIAL
10 MIL PVC TOP LINER
24 • CLAY MA TE RIAL
12" FILL MATERIAL
\
' ~, SIi
' ......, " U)'
,,,1 ;: ~ ~i ~: ~•i
7 1 ~ 1 n1 0 ~
·.ci ~1 i ~) o I
' ~i ------------------------7~.:-;7::-~::--;, -,-:-:. ;-;-.:-:-;-:.~-:-=~-..:--;;-.:-;-:-::~-=-:-;-.:.-;-:-::~::-:-:-.:-: 1 :. 1 • ---;;-:.-;-:-:;~ ~I ---------------------------~ 11 , ·~,; ------------··-··-··-•1-•1-••-·•-•1 --··-··-··-,,-,,-,,-,,----------' • -------1,-,1-•1-••-1• -----------------,,_,,_,,_,,_,, --------' . --------,,_,,_,,_,,_,,_ ----------------_,,_,,_,,_,,_,, ----------
REFERENCE POINT
I / FILTER FABRIC LIMITS
!/
V
-------------=-~--=-t I -11 - 1 I - I I -~ :---- -- -- ---- -- --- ---= 11 -l I -t I - I I - I I - I I -:;--.:.~-:-----------------------------_,,_,,_,,_,,_,, -------------··-·•-,1-,,-,, ----------------------·-·•-'' -------•.i-.. , --------------....... -,1-' -----~~-----·· -,,_ ----------_, .... -1•-·•-... ,, ----'"= __ .___.......--..,).,.•-··---.... -----...... ___ -------------...... _, -~•:------
___ , -· ·-------
NORTH END
-----_,_,_,.., P,..'B "A IT'D/AL -'.c-----....... ......, --,, Lrj m, rLn1, , __ !-!--~ --
.._ ·---...:,.~ l I I ~ - - -....... -----! .. _.... ..~-----
-.. --.J .. •, -I~-------...... _ ------------·-.!..!'-.. 1•~-~--:..-----
....... ....... --.... ...!.!__.... ' I ~~------- - - -....... .._ --------!.J!"oo, __ ,.~----
....... --------!_J:!Oar. ~~~c---••~••--------,
,....... -------✓--~.... -··-··-,·-,•-,1-••-··-·'-,.-,.-•,""!"'~-,.-.. -,,--__ I ! ...... -----...}__, .... . I I -I I -I I -I I -1 1 -I I -IO -I I -I I -I I -I I -I I -I l ... "!'-__!~_'...I -I I -I I ---...--' ---.. _ ,, ~~~~-,,_,,_,,_,,_,,_,,_,,_,, _______ --------------~· .............. --------~.,-,,-,,-,,-,,-,,-,,-,, __ ~•-·--··-··~•_!__~~-··-··-··-··------. --\. ---~
9: ---, -------~----------~----~1 ~; -....._ ----------------------, --------------I ' .. :.· '
....... ____________________________________ ..
476'± ,_ --------------------·-------
//
< I
_ OUTLINE OF
j' LOWER LINER
------------
SECTION -EXISTING CONDITION
SCALE: 3/16"=1'-0"
'-EXISTING LOWER LEVEL
FROM TOP DOWN
FILTER FABRIC
9" SAND
60" CLAY
12" FILL MATERIAL
30 MIL PVC BOTTOM LINER
9" SAND
EXCAVATION AND BACKFILL TABLE TOTALS
SOUTH END
OUTLINE OF
/1 FILTER FABRIC r~~----~--=--~-=---=--~---"""'------+---,1~=---=--~-=------~-1------,, MA TERIAL TYPE
lf"GETA TION
12• TOP SOIL
QUANTITY
12,866
J,410
J,470
12,866
6,940
J,410
UNITS OF MEASUREMENT
s. Y.
CY.
C, Y.
S. Y.
CY.
CY.
C. Y.
s. Y.
CY.
CY.
CY.
s Y.
CY.
MA TERIAL HANDLING / FINAL USE
STRIP MULCH AND BLEND WITH TOPSOIL/FILL
STRIP AND STOCKPILE ALL
REVISIONS
I I
I ,,r-, /
I I -----+ --+----I_/_
I
I
I
I \ / I -.1
I /
-------+---t--_.' --------8-0TTOMJ' -------
§, ,· //
,/
TO£ \
I I
I I ~
' ____________________________ J
BY DATE
---------------+----+-----1
EXCAVATION/ FILL KEY PLAN
SCALE: 1" =50'
- ----=•a
0 25' 50' ~----e L■ ■ •
GRAPHIC SCALE:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
PRORLE LIN£ nA n
1 oo·
I
1'1 = 501,
200·
!
IIFA Environmental Consultants
~
-·--~-------------+---+-----11 Barnes, Ferland and Associates, Inc.
ENVIROMENTAL, INC. WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
'
.. I
·.-; .· . ··,:.··.,":7--·--.---.-, ···----
,•:,., ,' i 1· /., ,' , • 1 I •
12• ALL /IA TERIAL
10 MIL PVC TOP LINER
24" CLAY LA YER
12• ALL /IA TERIAL
PCB CONTAMINATED MATERIAL
ALTER FABRIC
g• SAND LA 'tER
6" LA YER OF 60" 12A Y LA YER
12• ALL MATERIAL
JO MIL PVC BOTTOM LINER
g• SAND LA YER
Pf?OCESSED/STOCKPfLE /IA TERfAL
TOP SOIL CO'S? LA YER
JB,000
12,100
1,800
1,200
2,4()()
2, 4()()
3,600
52,4JO
J,410
CY.
C. Y.
EXIISTING LANDFILL PROFILE (NORTH -SOUTH)
AND MATERIAL QUANTITIES
:_: .. _ ·. .' ('J• -;--'//.\ ~':', ~--· .. :-· --;.: ,, .. I'. , . : .-:·' '' !
STRIP ANO STOCKPILE / ALL
REMOVE ANO Cl£AN / DISPOSE IN Cl.ASS f LANDFfLL
STRIP ANO STOCKPILE / BLEND WfTH OTHER ALL
BCD TREATMENT/ FILL
BCD TREA TUENT / ALL
REMOVE ANO Cl£AN / DISPOSE fN CLASS f LANDFfLL
BCD TREA TUENT I ALL
REMOVE 6" LAYER/ BCD Tl?EATUENT / ALL
LEA VE IN PLACE
LEA If" IN PLACE
LEAVE IN PLACE
BACKALL
ANAL BACKALL LA 'tER
DRAWING INFORMATION
PRO.ECT NO.: 99001
DESIGNED BY: CEH
DATE
DRAWN BY: WKP /TWC 2/03/00
. DRAYl1NG NO.
C-13
CHECKED BY: PAB
l-=DRA=\WN=Gc-cFl=LE:-=-·------c9=9o=o"'1c=7~, 1,-SCALE:='=.-A""S,...,S""H=oWN=c-l SHT. 15 Of 45
NO.
0,
" "' ~ ~ I")
NO"TE:
STRIPED TOP SOIL, RLL
MATERIAL ,t CLA Y TO BE
STOCKPILED AND USED IN
RNAL COVER CONSTT?tJCnON
CLEAR ~GETA nON AS REOIJIRED
REMO~ COVER
12" TOP SOIL
12" FILL MATERIAL
10 MIL PVC TOP LINER
24" CLAY MATERIAL
LEA~ 5• TO 12• OF LAST 12"
OF RLL MATERIAL AS PCB MA "TERIAL SHIELD
~ I") ----------------------------------------------------------------------------------------~-----
!") ----------------------------:: -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -f 1 -I I -I I -I I -I I -IO -I I -I I -I I -I I -I I -If -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I ----------------------7:. I 1-I I -II -11 -11 -11 -II -11 - - ------------ -------------------------------------------,-,1-,1-•1-••-1 -----------------------:-:-::-:-:-.:-:-;-:.-:-:-=-~-..: ~ ~-== ·~ ~ ~ - -- -- -- ----------··-··-----...,
------,...._-,,-,,~,, ------...... ___ -~~
............. ..!.!~ ....... ...._..__I I ....... __ ~. 0 PCB MA "TERIAL
....... ----~ I
............. --..!......_~,. -··
...... ~ff I I ~·'-"' ~ /
NORTH END
...... -.. ....... ~~...... , .~~ """ ..___,, , , ------""" .......____~, -··-··-··-"-·'-''-11-11-••-··-·•-11-11-1,_ .c.---"""._ -~ -11-11-,,_,,_,,_,, _ ,, _., _ , ..... , -,,-,, -,,-,,-11-11 -11 ---...__ ~1' -_,,_,1_,,_,,_,,_,,_,,-11-11-,1-11 _ --"""..._,, -~,1-,,-,,-11-,1-,1-,1~1_1-11-11w11_,,_1,-11 II ----------
....... ._ ------------------.............. -----------------------------------------
--------:--~------------~ ----o ro ~ ;
cl) -r....: r--co ,.,
~ ,., .----.----.----
r-1 ~ .., ,., ,.,
476'±
OUTLINE OF
LOWER LINER
~ EXISTING LOWER LE~L
FROM TOP DOWN
flL TER FABRIC
9" SAND
so· CLAY
12" FILL MA TERI AL
30 MIL PVC BOTTOM LINER
g• SAND
OUTLINE OF
FILTER FABRIC
SECTION -EXCAVATION AREA NO. 1
SCALE: 3/16"=1'-0"
£XCA VA TION AREA
NO. 1
CO~R EXPOSED SLOPE
WITH TARP WHEN NOT
EXCAVATING
EXCAVATION TABLE
IMPLEMENT DUST CONTROL
MEASURES AS REQUIRED
REFERENCE POINT
'-----+---~so~•--------j/FILTER FABRIC UMl1S
------------. ,,_,,__ --------
~·-II -----------------------
EXCAVATION AREA NO. 1
EXCA VA "TE CONTAMINA "TED MA "TERIALS AND
HAUL TO TREATMENT AREA
NOTE:
EXCA VA nON DEPTH WILL BE DE"TERMINED
BY SOIL SAMPLING. REMO~ RL "TER FABRIC,
g• SAND AND MIN. OF 5• OF CLAY LA 'fER
BEFORE SAMPLING. SAMPLE BOTT()I,( AND
SIDE SLOPES ON A 50 FOOT GRID. SOUTH END
MATERIAL TYPE QUANTITY UNITS OF MEASUREMENT MA TERI AL HANDLING / FINAL USE
I
I
I
I
I
----+--+----+--
~ i
I
I
REVISIONS BY DATE
TOP OF £XCA VA TED
SLOP£
EXCAVATION/ FILL KEY Pl.AN
SCALE: 1" = 50'
-- --
r-PROFILE LINE ''.4 "
TOE OF EXCA VA TED
SLOPE
0 25' 50' 100' 200'
~M'il_'iii.-~.~-~-•"ti-~111111111111111111111!iiiiiiiiiiiiiiiiiiiiiiiiiiiiil
GRAPHIC SCALE: 1"= 50'
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES ,r;; j 1:1 DIVISION OF WASTE MANAGEMENT BF A Environmental Consultants
ENVIROMENTAL, INC. WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
Bames, Ferl~nd and Associates, Inc.
l,f"6UA 'llON 4,249 s Y. STRIP MULCH AND 8/.END 'MTH TOPSaL/flU
12• TOP SOIL 892 C. Y. STRIP AND STOCKPILE Fill
12" Rl1 MATERIAL 892 C. Y. STRIP AND STOCKPILE / AU
10 MIL PW:-TOP LINER 3,828 s Y. REMO'.f: AND CLEAN/ DISPOSE IN CLASS I LANDF!U
24• ClA Y LA 't£R 1,780 C. Y. STRIP AND STOCKPILE/ BLEND 'MTH OTHER Fill
12• Rl1 MATERIAL 892 C. Y. BCD ll?EA TMENT I Rl1
PCB CONTAJIINA TED MA TER!AL 3,372 C. Y. BCD TREATMENT I Fill
ALTER FABRIC 1,424 s. Y. REMOVE AND Cl£AN / DISPOSE IN CLASS I LANDf7Ll.
g• SAND LA 't£R 254 C. Y. BCD TREA TMENT I Fill
6• LA 'rfR OF 50• ClA Y LA YER 170 C. Y. REMOVE 6. LA'tER / BCD TREATMENr / AU
12• Fill MATERIAL --LEA vF IN PLACE
JO /,Ill P~ BOmJM LINER --LEA vF IN PLACE
g• SAND LA 'tfR --LEA VE IN PLACE
PROCESSED/STOCKPILE MATERIAL 0 C. Y. BACKF!U
7'0P sat. COi.£'? LA 't£R 0 C. Y. FINAL BACKAU LA 'rfR
EXCAVATION SECTIONS PROFILE LINE "A"
EXCAVATION AREA NO. 1
DRAWING INFORMATION
PRo.ECT NO.: 99001 DATE
DESIGNED BY: CEH
DRAWN BY: WKP TWC 2/03/00
DRAWING NO.
C-14
CHECKED BY: P AB
...,,DRA~'MN=c~FU.E:-=-~g=go""occ-1 c=1~-=, 1~sc=ccALE:'='·-A=s~s=H=ol',T,l=c-1 SHT.~OF ~
NO.
D
NORTH END
OUTLINE OF
LOWER LINER
476'±
EXCA VA TION AREA
NO. 2
~
EXISTING LOWER LEVEL
FROl.4 TOP DO~
FlL lER FABRIC
9• SAND
so· CLAY
12• FlU MAlERIAL
30 t.llL PVC BOTTOt.l LINER
g• SAND
NOTE:
STRIPED TOP S{)(L, FILL
MA TERIAL ct CLA Y ro BE
STOCKPILED AND USED IN
RNAL COVER CONSlRUCTION
CLEAR VEGETATION AS REWIRED
REMOVE COVER
12• TOP SOIL
12" FlU t.lATERIAL
10 t.llL PVC TOP LINER
24" CLAY t,jAlERIAL
LEAVE 6" TO 12• OF LAST 12"
OF RLL MA TERIAL AS PCB MATERIALS SHIELIJ
COVER EXPOSED SLOPE
WITH TARP WI-IEN NOT
EXCAVATING
SECTION -EXCAVATION AREA NO. 2
SCALE: 3/16"=1'-0"
IMPLEMENT DUST CONTl?OL
/ MEASURES AS REQUIRED
I
I /
-EXCAVATION AREA NO. 2
REFERENCE POINT
f-------+--------'-""------------~I/ FILTER FABRIC UMllS
NOTE:
EXPOSED FACE OF PCB MATERIAL
TO BE EXCAVATED IN A
NORTHERN DIRECTION
EXCAVATION AND
'--EXCAVATE CON TAM/NA TED MATERIALS AND
HAUL TO TREATMENT AREA
NOTE:
EXCAVATION DEPTH MLL BE DETERMINED
BY SOIL SAMPUNG. REMOVE RLTER FABRIC,
g• SAND AND MIN. OF 6" OF CLAY LA YER
BEFORE SAMPLING. SAMPLE BOTTOM AND
SIDE SLOPES ON A 50 FOOT GRID.
BACKFILL TABLE
SOUTH END
v-------------------MATERIAL TYPE QUANTITY UNITS OF MEASUREMENT MA TERIAL HANDLING / FINAL USE
--H
N n
N
I
I
I
I
I
------t--+---+--
REVISIONS
~ 1
I
I
OUTLINE or
FIL T£R FABRIC
BY DATE
- - ---------+---+-----I
TOP OF EXCAVATED
SLOPE
I
I
l
I
I
rl½-"r'-h:At'/;+-----OP[N ~ _ -+---__
WORK~ ~ I
AlfEA I
I
I *
TOE OF EXCAVATED
SLOPE
PROFILE LINE '11 »
EXCAVATION/ FILL KEY PLAN
SCALE: 1" =50'
i.ia
ENVIROMFNTAL, INC.
o 25• 50• 1 oo· 200·
••"l_-~-2-lii'•!i~~~~iiiiiiiiiiiiiiiiiiiiii-l I WJ W Lw
GRAPHIC SCALE: 1" = 50'
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION Of WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
'
Barnes, Ferland and Associates, Inc.
!£<ETA TICXV 1,600 .s: Y.
12" TOP SOfL 474 C. Y.
12" All /IA TERIAL 474 C. Y.
10 U/L PVC TOP LINER 1,678 .s: Y.
24" CLAY LAYER 949 C. Y.
12" Rl1 UA TERIAJ.. 474 C. Y.
PCB CONTAIIINA mJ /IA TERIAL 4,773 C. Y.
ALTER FABRIC 1,557 .s: Y.
9 • SAND LA YER 262 C. Y.
6" LAYER OF 60" CLAY LAYER 174 C. Y.
12" Rll MA TERIAJ.. 0 C. Y.
JO /Ill Pl-'t' BOTTO/I UNER 0 .s: Y.
9• SAND LA YER 0 C. Y.
PROCESSED/STOCKPILE /IA TERIAL 0 C. Y.
TOP SOIL COIER LA'rfR 0 C. Y.
EXCAVATION SECTIONS -PROFILE LINE "A"
EXCAVATION AREA NO. 2
SmtP MULCH AND BLEND llfTH TOPSOIL/Fill
STRIP AND STOCKP/1£ All
STRIP AND STOCKP/1£ / Rll
REMOVE AND Cl.£AN / DISPOSE IN CLASS I LANOF/ll
SmtP AND STOCKPI/£ / BlEND /#TH OTHER Rll
BCO TREA TIIENT I Rl1
BCO TREA TIIENT / Rll
REMOVE AND CLEAN/ DfSPOSE IN CLASS I LANOF/ll
BCO TREA TIIENT / Rll
REMOVE 6" LAYER/ BCD Tl?EATMENT / Rll
LEA VE IN PLACE
LEA 1£ IN PLACE
LEA VE IN PLACE
BACKRll
ANAL BACKRl.l LA 'rfR
DRAWING INFORMATION
PRO.£CT NO.: 99001 DAlE DRA-NO.
DESIGNED BY: CEH
DRAIH BY: WKP TWC 2/03/00 C-15
CHECKED BY: P AB
DRA~G F1LE: 99001C7-17 SCAl£: AS SHOWN SHT . .22..0F ~
...;_-•-
NO.
'_,,:;,__ J~_'._,'~"'---~c,L'--'-~ce_l ,' ,''
I
w ~ w n
NOTE:
STRIPED TOP SOIL, FlLL
MATERIAL It CLA Y TO BE
STOCKPILED ANO USED IN
FlNAL COvfR CONSTRUCTION
"' N ,n n
CLEAR 1-fCETA TION AS REQUIRED
REMOl-f COVER
12" TOP SOIL
12" FILL MAlERIAL
10 MIL PVC TOP LINER
24" CLAY MATERIAL
LEA i.f" 6" TO 12" OF LAST 12"
OF FlLL MA TERIAL AS PCB SOIL SHIELD
~ --------------------------------------------------) ------------------------_ 1,_ ,, _,1 _ ,, _ ,,_ ,, -•• -11-1,-,, -,1 -•1-11-• ------------,,-,,-,1-1•-·•-•1 ---------
-------------------I I -I I -1 I -11 -I I -11 ---_ -_ --------------------,-,,-,1-••-'' ------
---------------- I I -11 -11 -11 - I l =.,:___ _ - - - --------------_,1-••-1•-·· ----------,,-11~, --------•.....:-...... ~~ ..... __ ~ ' ~,,
0 '-....... ~~,
:; -. ..._ -..._--!.._~ I
I'} -. -. ---!.....~-l!.~ -. ...... -~ -. ~.,
-. ....... ~I
\
\
PCB MA TERIAL
0 "' ,n n
1: 1.5
-_,.,
...... ---.C-!.._1~ •• -·· _,,_ ,,_ ,,_ ,, -·· -•-•_-,,-,1-,,-,, -1,_,,
IMPLEMENT DUST CONTROL
/ MEASURES AS REQUIRED
"' .,;
,n n
BLENDED 1'-o•
AND FILL
TOPSOIL
-SEED ANO MULCH
EXCAVATION AREA NO. 3
1: 1.5
BACKFILL AREA NO. 1
REFERENCE POINT -----~~-----------i----r----t----,/ FILTER FABRIC LIMITS 150'
50'
1: 1.5
CONS1RUCTION /7 r'---.__ STORM WATER
RUNOI-T ~ '--../ RUNOFF
l~:.P--~-- - -____ _ 1 ------
----------
,.._
<D ., n
----
5% MIN. SLOPE
TYP.
----
25:11: MAX SLOPE
TO MATCH EXIST.
TYP. AT PERIMETER ----------
-. ~~ -ti -••-II -11-11-11-11-II -II -I\ -11--1-'-'' -""--'-'-=-.,_,~~~~~~
~....... ~II -11 -11 -II -11 -ll -11 -11-II -I I -II -I I -II_.,_,,,_,_., ~.=_c,=--'-'--=-'--'-=~~ --·~~~~. -----------------------------------------....... _________________________ _ ---------------
"""'--I ------------------r----~ BCD PROCESS TREA TEO MATERIAL
BACKFlLLEO INTO LANOFlLL IN
UNIFORM HORIZ LIFTS ACROSS
WIDTH OF LANOFlLL ANO
COMPACTED PER SPECS.
NORTH END
+I
C'\I
l""J
C'\I
I
I
I
I
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OUTLINE OF
LOWER LINER
----t----BOTTOM
OUTLINE OF
FILTER FABRIC
~ i
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TOP OF EXCA VA TED
SLOPE
476'±
[XCA VA T!ON AREA
NO. J
0 ,;
n
EXISTING LOWER LEI-fl
FROM TOP DOWN
FILTER FABRIC
9" SAND
60" CLAY
12" FILL MATERIAL
30 MIL PVC BOTTOM LINER
9" SAND
COVER EXPOSED SLOPE
fffTH TARP WHEN NOT
EXCAVATING
NOTE:
,.._
«>
n
EXPOSED FACE OF PCB MATERIAL
TO BE EXCA VA TEO IN A
NORTHERN DIRECTION
SECTION -EXCAVATION AREA NO. 3 : BACKFILL AREA NO. 1
TOE OF BACKFILL
SCALE: 3/16"=1'-0"
BACKFILL AREA
NO. 1
... r -
TOE OF EXCA VA TED
SLOPE
f ;
J ' l l
'
-.i+-----' !
r
l
f
I TOP OF BACKFILL
PROFILE LINE ''.4 n
MATERIAL TYPE
VEGETATION
12" TOP SCI/.
12" RLL MATERIAL
10 MIL Pi,r;' TOP UNER
24" CLAY LA YER
12" Rll MATERIAL
PCB CONTAMINATED MATERIAL
FU.. TER FABRIC
9" SAND LA YER
6" LA YER OF 60" CLAY LA YER
12" RLL MA TERIAL
JO Mil P~ BOTTOM UNER
9" SAND LA YER
PROCESSED/STOCKPllE MATERIAL
TOP !iaL COl£R LA YER
l COMPACTED SOIL BERM OR
TUBE BERM TO MAINTAIN STORM /
CONSTRUCTION RUNOFF SEPARATION
EXCAVATE CONTAMINATED
MATERIALS AND HAUL
PUNCH HOLES THROUGH
UNDISTURBED PORTION OF
LOWER LINER TO TREATMENT AREA
EXCAVATION AND BACKFILL
QUANTITY UNITS OF MEASUREMENT
1,350 .s: r.
432 C. r.
432 l'. r.
1,416 .s: r.
836 C. r.
432 C. Y.
5,152 C. Y.
1,319 .s: r.
196 C. Y.
131 C. r.
--
--
--
2,429 C. r.
294 C. Y.
EXCAVATION/ FILL KEY PLAN 0 25' 50' 100' 200'
lll!i•"a""i•~--.-~~~~11111111 liiiiiiiiiiiiiiiiiiiiiiiiiiiil ,, ___ _
SCALE: 1" = 50'
REVISIONS BY DATE - - - ---,r;;;. \:I
ENVIROMENTAL, INC.
GRAPHIC SCALE: 1" = 50'
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
BFA.EnvironmentalConsultants EXCAVATION SECTIONS -PROFILE LINE "A"
Barnes, Ferland and Associates, Inc. EXCAVATION AREA NO. 3 : BACKFILL AREA N0.1
TOP OF ORG. PCB
LANOFlLL LINER
NOTE:
EXPOSED FACE TREATED MATERIAL SOUTH END
TO BE BACKRLLED IN A
NORTHERN DIRECTION
NOTE:
EXCA VA TION OEPTH WILL BE DETERMINED
BY SOIL SAMPLING. REMOl.f" FILTER FABRIC.
9" SAND AND MIN. OF 6" OF CLAY LA YER
BEFORE SAMPLING. SAMPLE BOTTOM ANO
SIOE SLOPES ON A 50 FOOT GRID.
TABLE
MA TERIAL HANDLING / ANAL USE
STRIP MULCH ANO BLEND MTH TOPSOIL/71LL
STRIP AND STOCKPILE RU
STRIP AND STOCKPILE / FTU
R£1,fOVE AND Cl£AN / DISPOSE IN CLASS I LANDFTU
STRIP AND STOCKPILE/ BLEND IWTH OTHER Flll
BCD TREA TJ.IENT / FTLL
BCD TREA TJ.IENT / RU
REMOVE AND Cl£AN / DISPOSE IN CLASS I LANDFlll
BCD TREA TJ.IENT / FTU
REMOVE 6" LA YER / BCD TfiEA TMENT / All
LEA~ IN PLACE
LEA VE IN PLACE
LEAVE IN PLACE
BACKFIil
FTNAL BACKFILL LA YER
DRAWING INFORMATION DATE PROJECT NO.: 99001
DESIGNED BY: CEH
DRAWN BY: WKP TWC 2/03/00
OIEa<ED BY: PAB
DRA'MNG FILE: 99001C7-17 SCALE! AS SHOWN
DRA'MNG NO.
C-16
SHT.~a' 45
NO.
NOTE:
STRIPED TOP SOIL, ALL
MATERIAL it CLA Y TO BE
STOCKPILED AND USED IN
ANAL COVER CONSTRUCTION
CLEAR VEGETATION AS REWIRED
REMOVE COVER
12" TOP SOIL
12" ALL MATERIAL
10 MIL PVC TOP LINER
24" CLAY MATERIAL
LEAVE 6" TO 12• OF LAST 12"
OF ALL AIA TERIAL AS PCB MA TERIAL SHIELD
IMPLEMENT DUST CONTROL
MEASURES AS REWIRED EXCAVATION AREA NO. 4
BCD PROCESS TREA TED MA TERIAL
BACKALLED INTO LANDALL IN
UNIFORM HORIZ LIFTS ACROSS
WIDTH or LANDALL AND
-~ BLENDED 1 '-0"
AND FILL
TOPSOIL
SEED AND MULCH
50•
O>
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NORTH END
---------------------------------------------------------------
EXISTING LOWER LEVEL
FROM TOP DOWN
ALTER FABRIC
9" SAND
60" CLAY
12" ALL MI\TERIAL
30 MIL PVC BOTTOM LINER
9" SANO
O>
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COVER EXPOSED SLOPE
'MTH TARP WHEN NOT
EXCAVATING
NOTE:
0 ,-:
;;;
EXPOSED FACE or PCB MATERIAL
TO BE EXCAVATED IN A
NORTHERN DIRECTION
BACKFILL AREA NO. 2
50'
1: 1.5
CONSTRUCTION /7 ~ STORM WATER
RUNOFF ~ './ RUNOFF +~ ff7 ~ -1'-::::.1------------------------------------------
COl,fPACTED SOIL BERM OR EXCAVATE CONTAMINATED MATERIAL AND
HAUL TO TREATMENT AREA TUBE BERM TO MAINTAIN STORM/
CONSTRUCTION RUNOFF SEPARA TlON
NOTE:
----------
EXPOSED FACE TREATED MATERIAL
TO BE BACKALLED IN A
NORTHERN DIRECTION
SECTION -EXCAVATION AREA NO. 4: BACKFILL AREA NO. 2
-H
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REVISIONS
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BY DATE
476'±
TOE OF BA CK FILL
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80
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NO. 2
SCALE: 3/16"=1'-0"
PROFILE LINE nA n
. ~ . OUTLINE OF ~ FILTER FABRIC
TOE OF EXCAVATED
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EXCAVATION/ FILL KEY PLAN 0 25' 50' 100' 200' --~-.. •!Jill•-----~111111111111111111111~--~ c::e • • • • ---•
SCALE: 1• =50'
i=ia
GRAPHIC SCALE: 1" = 50'
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT §FA Environmental Consultants
ENVIROMENTAL, INC. WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
Sarnes, Ferland and Associates, Inc.
i ' ,: • !
'
EXCAVATION AND BACKFILL
MATERIAL TYPE QUANTITY UNITS OF MEASUREMENT
1-f"GETA TION 1,321 s. Y.
12" TOP SQL 384 C. Y.
12" RLL MATERIAL 384 C. Y.
10 MIL PW:: TOP UNER 1,386 s. Y.
24" ClAY LAYER 769 C. Y.
12" FTll J.IA TERfAL 384 C. Y.
PCB CONTAMINATED MATERIAL 5,331 C. Y.
AL 7ER FABRIC 1,319 s. Y.
g• SAND LA YER 275 C. Y.
6" LA YER OF 60" CLAY LA 'fER 184 C. Y.
12• AU MATERIAL --
JO 1,1/L PW:: BOTTO/,/ IJNER --
9" SAND LAYER --
PROCESSED/STOCKPILE MATERIAL 7,276 C. Y.
TOP SOIL COVER LA YER 754 C. Y.
EXCAVATION SECTIONS -PROFILE LINE "A"
EXCAVATION AREA NO. 4: BACKFILL AREA NO. 2
5% MIN. SLOPE
;I TYP. 25% MAX SLOPE i TO MATCH EXIST. p----._!_---.'._~::-~-.1.-___ :TYP:. -~~~:~~ETER ---------------------
TREA TED MA TERIAL
TOP OF ORG. PCB
LANDFILL LINER
PUNCH HOLES THROUGH
UNDISTURBED PORTION or
SOUTH END
LOWER UNER
NOTE:
EXCA VA TION DEPTH WILL BE DETERMINED
BY SOIL SAMPLING. REMOVE ALTER FABRIC,
g• SAND AND MIN. OF 6" or CLAY LA YER
BEFORE SAMPLING. SAMPLE BOTTOl,f AND
SIDE SLOPES ON A 50 FOOT GRID.
TABLE
MA TERIAL HANDLING / ANAL USE
STRIP MULCH AND Bl.£ND l'ITH TOPSOIL/All
STRIP AND STOCKPILE All
STRIP AND STOCKPILE / FTll
REMOI-£" ANO CLEAN / DISPOSE IN CLASS I LANDAll
STRIP AND STOCKPILE / BLEND l'll'H OTHER All
BCD TREA TUENT / All
BCD TREA TUENT / FTU
REMOI-£" AND CLEAN / DISPOSE IN CLASS I LANDAll
BCD TREATMENT/ RLL
REMOl-f" 6" LA'fER / BCD TREATUENT / ALL
LEA I-£ IN PLACE
LEAVE IN PLACE
LEA I-£ IN PLACE
BACKAU
ANAL BACKALL LA YER
ORA WING INFORt.tA TION DATE PRO.£CT NO.: 99001
DESIGNED BY: CfH
DRAllN BY: WKP TWC 2/03/00
CHECKED BY: PAB
DRl\llllNG Fil£: 99001C7-17 SCALE:-AS SHOWN
DRA\WNG NO.
C-17
SHT._!2_or ~
NO.
NOTE:
STRIPED TOP SOIL, FILL
MA TERIAL &:-CLA Y TO BE
STOCKPILED AND USED IN
FINAL COVER CONSTRUCTION
CLEAR 1-fGETA TION AS REQUIRED
REMOl-f COl-fR
12" TOP SOIL
12" FILL MA"IERIAL
10 MIL PVC TOP LINER
24" CLAY MA"IERIAL
LEA 1-f 6" TO 12" OF LAST 12"
OF FILL MA TERIAL AS PCB MATERIAL SHIEL
m
N "' ,,.,
EXCAVATION AREA NO. 5
IMPLEMENT DUST CONTROL
MEASURES AS REQUIRED
' --- ----- j
BCD PROCESS TREATED MA TFRIAL
BACKFILLED INTO LANDFILL IN
UNIFORM HORIZ LIFTS ACROSS
WIDTH OF LANDFILL AND
COMPACTED PER SPECS. --i
BLENDED 1'-o•
AND FILL
TOPSOIL SEED AND MULCH
REFERENCE POINT
l---------+---------------------l50' _____ -+----+-------------+-------t/ FILTER FABRIC LIMITS
5:11: MIN. SI.OPE
TYP. " BACKFILL AREA NO. 3
':' 25:11: MAX. SLOPE
-------------. I -~II -11 -'I _ ----------••""'IC~-~¼----... ~~. -----·~ -.. -... ~ ...... __ '...!._~, -....__,...., ...... ...... ....... ____ --!...!...._..._
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0 PCB MATERIAL
1: 1.5
1: 1.5
RUNOFF ~ L,,/ CONSTRUCTION ./"-i , ~ STORM WA"IER
RUNOFF
~ !Fil. ---'W'----::.J. '-:::3 ____ _
1: 1.5
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TREATED MA TFRIAL
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,-:
NORTH END
1
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CO!-fR EXPOSED SLOPE
WITH TARP WHEN NOT
EXCAVATING
EXISTING LOWER LEI-fl
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FILTER FABRIC
9" SAND
so· CLAY
12" FILL MA "IERIAL
30 MIL PVC BOTTOM LINER
9" SAND
476'±
TOE OF BACKFILL 1
NOTE:
EXPOSED FACE OF PCB MATERIAL
TO BE EXCA VA TED IN A
NORTHERN DIRECTION
EXCAVATION AREA \
NO. 5
. BACKFILL AREA
NO. 3
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CONSTRUCTTON RUNOFF SEPARATION
SECTION -EXCAVATION AREA NO. 5 : BACKFIU. AREA NO. 3
SCALE: 3/16"=1'-0"
MATERIAL TYPE
VEGUA TlON
12• TOP SOIL
12" FILL MATERIAL
· PROFILE LINE 'A " 10 MIL P~ TOP UNER
24" a.AY LA'rfR
12" FILL /IA TERIAJ..
NOTE:
EXPOSED FACE TREATED MATERIAL
TO BE BACKFILLED IN A
NORTHERN DIRECTTON
PUNCH HOLES THROUGH
UNDISTURBED PORTION OF
LOWER LINER
NOTE:
N ,,.,
EXCAVATION DEPTH WILL BE DETERMINED
BY SOIL SAMPLING. REMOl-f ALTER FABRIC,
9• SAND AND MIN. OF 6" OF CLAY LA YER
BEFORE SAMPLING. SAMPLE BOTTOM AND
SIDE SLOPES ON A 50 FOOT GRID.
EXCAVATION AND BACKFILL
QUANTITY UNITS OF MEASUREMENT
1,331 .s: Y.
433 C. Y.
433 C. Y.
1,396 .s: Y.
866 C. Y.
433 C. Y.
----+--+---+------+--------·--PCB CONTAMINATED MA TERIAJ. 5,447 C. Y.
OUTLINE OF
LOWER LINER
REVISIONS
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FIL T£R FABRIC 1,323 .s: Y.
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6" LA YER OF 60" Cl.A Y LA 'rfR 147 C. Y.
12• FILL /IA TERIAL --
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TOP OF EXCA VA TED
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BY DATE
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TOE OF EXCA VA TED
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TOP OF BACKFILL
g• SANO LA YER --
PROCESSED/STOCKPILE MATERIAL 7,139 C. Y.
TOP saL COVER LA YER 460 C. Y.
EXCAVATION/ FILL KEY PI.AN 0 25' 50' 100' 200' ••l•lliiil-~l•~•!ii~~~~l=iiiiiiiiiiiiiiiiiiiiiiiiii.i
SCALE: 1" =50'
--- -,r;;jg
ENVIROMENTAL, INC.
cL• • • w •
GRAPHIC SCALE: 1· = 50'
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
i ftFAEnvironmentaI Consultants EXCAVATION SECTIONS -PROFILE LINE "A"
Barnes, Ferland and Associates, Inc. EXCAVATION AREA NO. 5: BACKFILL AREA NO.
I
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,I , . .
3
\_ TOP OF ORG. PCB
LANDFILL LINER
SOUTH END
TABLE
MATERIAL HANDLING / FINAL USE
STRIP MULa-t AND BLEND 111TH TOPSOIL,Jrlll
STRIP AND STOCKPILE FILL
STRIP AND STOCKPILE/ FILL
REMOVE ANO CLEAN/ DISPOSE IN Cl.ASS I LANDRLL
STRIP AND STOCKPILE / BlEND WITH OTHER FILL
BCD TREATMENT/ FILL
BCD TREATMENT/ FILL
REMOVE ANO CI.EAN / [)JSPOSE IN Cl.ASS I LANDFTLL
BCD TREATMENT/ FILL
REMOVE 6" LA YER / 8CD TREATMENT/ FILL
LEA VE IN PLACE
LEA VE IN PLACE
LEA VE IN PLACE
BACKFILL
FINAL BACKFILL LA'rfR
DRAWING INFORMATION DATE DRAWING NO.
PRO.£CT NO,: 99001
DESIGNEI) BY: CEH C-18
DRAWN BY: WKP TWC 2/03/00
CHECl<ED BY: PAB
DRAWING ALE: -99001C7-17 SCALE! AS SHOWN SHT. 200F~
NOTE:
STRIPED TOP SOIL, FILL
MA TERIAL & CLA Y TO BE
STOCKPILED AND USED IN
ANAL COi/ER CONSTRUCTION
CLEAR 1/EGETA TION AS REQUIRED
REMOI/E COi/ER
12" TOP SOIL
12" Fill IAA lERIAL
10 IAIL GEOIAEIABRANE
24" CLAY MATERIAL
LEA 1/E 6• TO 12• OF LAST 12•
OF FILL MA TERIAL AS PCB MA TERIAL SHIELD
. ;.l
IMPLEMENT DUST CONTROL
MEASURES AS REQUIRED
BCD PROCESS TRfA TED MATERIAL
BACKFILLED INTO LANDFILL IN
UNIFORM HORIZ UFTS ACROSS
1+1DTH OF LANDFILL AND
COMPACTED PER SPECS BLENDED 1'-0"
AND FILL
SEED AND MULCH
TOPSOIL REFERENCE POINT
;-------+---------/------------~---___ ---------+----=JOO'=---f--------------,L----------------1/ ALTER FABRIC UIAllS
EXCAVATION AREA NO. 6
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50•
STORM WAlER
RUNOFF
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BACKFILL AREA NO. 4 5,c IAIN. SLOPE
,-. TYP •
~-----___..!._ _______________ __:~u(~_j_~2~5" MAX SLOPE TO MATCH EXIST.
TYP. AT PERIMElER ---------------------------------------------------------------------------
TREA TED MA TERIAL
----------
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-EXI TING LOWER LEI/EL "' ~ ~
FROIA TOP DOWN
FILTER FABRIC
9" SAND
60" CLAY
12" Fill MATERIAL
30 MIL PVC BOTTOM LINER
9" SAND
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EXCAVATE CONTAMINATED MATERIALS
AND HAUL TO TREATMENT AR£-~ -COMPACTED SOIL BERM OR PUNCH HOLES THROUGH
UNDISTURBED PORTION OF
LOWER UNER
NOTE:
EXPOSED FACE TREATED MATERIAL
TO BE BACKFILLED IN A
NORTHERN DIRECTION
TOP OF ORG. PCB
LANDFILL LINER
NORTH END
COi/ER EXPOSED SLOPE
WITH TARP Wf-fEN NOT
EXCAVATING
NOTE:
TUBE BERM TO MAINTAIN STORM /
CONSTRUCTION RUNOFF SEPARATION NOTE: SOUTH END
EXCA VA TION DEPTH mLL BE DETERMINED
NO.
&
EXPOSED FACE OF PCB MATERIAL
TO BE EXCAVATED IN A
NORTHERN DIRECTION
476'±
BY SOIL SAUPUNG. REMOI/E FILTER FABRIC.
9• SAND AND MIN. OF 6. OF CLAY LA YER
BEFORE SAMPLING. SAMPLE BOTTOM AND
SIDE SLOPES ON A 50 FOOT GRID.
SECTION -EXCAVATION AREA NO. 6: BACKFILL AREA NO. 4
SCALE: 3/16.=1'-0"
TOE or BA CK FILL
[XCA VA TION AREA EXCAVATION AND BACKFILL TABLE
-H .
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OUTLINE OF
LOWER 'NER
NO. 6
TOP or EXCAVATED .
SLOPE
REVISIONS BY DATE
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NO. 4
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EXCAVATION/ FILL KEY PLAN
SCALE: 1• =50'
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0 25' 50' 100' 200' -~-;1_-lljjl-~l·liil-~~11111111111111!" =-=---i ---=-,
re, - - - -_::]
GRAPHIC SCALE:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
1"= 50'
MA TERIAL TYPE
'rf:GETA TJON
12• TOP SOIL
12• ALL MAm?IAL
10 MIL Pl-t' TOP LINER
24" aA Y LA 'tfR
12 • ALL MA TERIAL
PCB CONTAJIINA TED IJA m?IAL
ALTER FABRIC
9" SAND LA YER
6" LA 'tfR OF 60" aA Y LA 'tfR
12• ALL MAm?IAL
JO MIL PIIC 8077()1,( LINER
9• SAND LA YER
PROCESSED/STOCKPILE MATERIAL
TOP SOIL CO!lf7i' LA 'tfR
QUANTITY
1,341
368
368
1,406
737
368
5,427
1,318
256
170
-
-
-
1,246
416
UNITS OF MEASUREMENT
s. Y.
C. Y.
C. Y.
.s: Y.
C. Y.
C. Y.
C. Y.
.s: Y.
C. Y.
C. Y.
-
-
-
C. Y.
C. Y.
Environmenta!Consultants EXCAVATION SECTIONS -PROFILE LINE "A" s:ia
ENVIROMENTAL, INC.
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT Barnes, Ferland and Associates, Inc. EXCAVATION AREA NO. 6: BACKFILL AREA NO. 4
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MA TERIAL HANDLING / FINAL US£
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STT?IP ANO STOCKPILE ALL
STT?IP ANO STOCKPILE / ALL
REMOVE ANO CJ.EAN / DISPOSE IN aASS I LANOFlLL
SlfflP ANO STOCKPILE / BLEND WITH OTHER ALL
BCD TREATUENT / ALL
BCD TREATMENT I ALL
REMO'rf: AND CLEAN/ DISPOSE IN a.ASS I LANOF7lL
BCD TT?EATUENT / ALL
REMO'rf: 6" LA 'tfR / BCD TREATMENT / ALL
LEA 'rf: IN PLACE
LEA VE IN Pf.ACE
LEA VE IN PLACE
BACKFILL
ANAL BACKFILL LA YER
DRAWING INfORMATION
PRO.ECT NO.: 99001
DESIGNED BY: CEH
DA1E
DRAIIN BY: Wt<P TWC 2/03/00
CHECKED BY: PAS
DRAWING F1LE: 99001C7-17 SCALE: AS SHOWN
DRAWING NO.
C-19
SHT.2!_a, ~
CLEAR VEGETA 770N AS REQUIRED
REMO VE CO VER
12" TOP SOIL
12" FILL MATERIAL
10 MIL PVC TOP LINER
2~• CLAY MATERIAL
LEA VE 5• TO 12• OF LAST 12•
OF FILL MA TERIAL AS PCB MA TERIAL SHIEL
NOTE:
I
I
I IMPLEMENT DUST CONTROL
MEASURES AS REQUIRED
·. - ' __ : - - -• I .
BCD PROCESS TREATED MA TERIAL
BACKFlilED INTO LANDFlll IN
UNIFORM HORIZ LIFTS ACROSS
WIDTH OF LANDFILL AND
COMPACTED PER SPECS.
BLENDED 1'-o•
AND FILL
TOPSOIL
SEED AND MULCH
STRIPED TOP SOIL, FILL
MATERIAL It CLA Y TO BE
STOCKPILED AND USE IN
FINAL COVER CONSTRUCT70N REFERENCE POINT
r-----------------------------------+-----+----350'---------+----------------------------1/ FILTER FABRIC LIMITS
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-... ~ 1:1.5 ............ ~-. --7------~
............ --..!..!..~. ...... ~
EXIST7NG LOWER LEVEL ~ ........................ _ __,_,...,, -,, -, , -,,
NORTH END
FROM TOP DOWN
Fll lER FABRIC
9" SAND
60" CLAY
12" FILL MATERIAL
30 MIL PVC BOTTOM LINER
9" SAND
COVER EXPOSED SLOPE
WITH TARP WHEN NOT
EXCAVAT7NG
NOTE:
EXPOSED FACE OF PCB SOIL
TO BE EXCAVATED IN A
NORTHERN DIRECT70N
-----------------
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AND HAUL TO TREATMENT AREA
50•
i-----------1 ~-. -----
1: 1.5
CONSTRUCTION /7
RUNOFF '--._,--J 0 STORM WATER
RUNOFF
-- - ---"v\,A....1 -AN------:----------------------
0
PUNCH HOLES THROUGH
UNDISTURBED PORT70N OF
LOWER LINER
COMPACTED SOIL BERM OR
TUBE BERM TO MAINTAIN STORM/
CONSTRUCT70N RUNOFF SEPARA 770N
-5:11: MIN. SLOPE
TYP. " iii,,,----~----------------------------~~~~,,,__LJ25~ll: MAX SLOPE TO MATCH EXIST •
TYP. AT PERIMETER -------------...
TREA TED MA TERIAL -----------------
--------------------------------------------------------------------
NOTE:
EXPOSED FACE TREATED MATERIAL
TO BE BACKFILLED IN A
NORTHERN DIRECT70N
" ,0 ,,,
NOTE:
EXCA VA 770N DEPTH WILL BE DETERMINED
BY SOIL SAMPLING. REMOVE FILTER FABRIC,
g• SAND AND MIN. OF 5• OF CLAY LA YER
BEFORE SAMPLING. SAMPLE BOTTOM AND
SIDE SLOPES ON A 50 FOOT GRID.
---
-----------------------
TOP OF ORG. PCB
LANDF/ll LINER
SOUTH END
SECTION -EXCAVATION AREA NO. 7 : BACKFILL AREA NO. 5
NO.
SCALE: 3/16"=1'-0"
476'± -------·-· --------------------1
TO[ OF BACKFILL
EXCA VA TlON AREA [!A CKFILL AREA
NO. 5
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TOP OF EXCA VA TEO
SLOPE
NO. 7
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TOE OF EXCAVATED
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TOE
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OUT LINE OF
LOWER LINER
EXCAVATION/ FILL KEY PLAN
SCALE: 1" =50'
-- ----
GRAPHIC SCALE:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
1-"'"-l-------·-···· -·-·-. &
-=•g
ENVIROMENTAL, INC. WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
EXCAVATION AND BACKFILL TABLE
MATERIAL TYPE QUANTITY UNITS OF MEASUREMENT MA TER!AL HANDLING / ANAL USE
VEGUATTON 1,674 .s: Y.
12• TOP SCXL 488 C. r.
12" All MATERIAL 488 C. r.
PROFILE LINE "A " 10 MIL Pvt TOP UNER 1,756 .s: r.
24" ClAY LAYER 976 C. r.
12• All MATERIAL 488 C. Y.
PCB CONTAMINATED MATERIAL 4,982 C. r.
FR. TER F ABRJC 1,327 .s: r.
9" SAND LA YER 251 C. r.
6" LA YER OF 60" Ci.A Y LA YER 168 C. Y.
12" ALL MATERIAL --
JO MIL Pvt BOTTOU UNER --
9" SAND LA YER --
PROCESSED/STOCKP/l£ MATERIAL 1,399 C. Y.
TOP SOIL COVER LA'IU? 4(}(} C. Y.
200'
gFAEnvironmenta!Consultants EXCAVATION SECTIONS -PROFILE LINE "A"
Barnes, Ferland and Associates, Inc. EXCAVATION AREA NO. 7: BACKFILL AREA NO.
STRIP MULCH AND BLEND HATH TOPSOIL/Fill
STRIP AND STOCKPll£ All
STRIP AND STOCKPll£ / All
REl,fOVE AND CLEAN / DISPOSE IN CLASS I LANDAll
STRIP AND STOCKPllE / Bl.ENO WTH OTHER All
BCD TREATMENT/ All
BCD TREATMENT I All
REMOVE AND CLEAN / DISPOSE IN a.ASS I LANDFfll
BCD TREA TJIENT I ALL
REMOvf 6" LAYER/ BCD TREATUENT / All
LEA 'ff IN PLACE
LEA 'ff IN PLACE
l£A 'ff IN PLACE
BACl<All
ANAL BACl<All LA YER
DRAWING INFORMATION DATE PRO.E:CT NO.: 99001
DESIGNED BY: CEH
5 DRAYIN BY: 'M<P TWC 2/03/00
atEa<Ell BY: PAB
DRAWING Fil£: 99001C7-17 SCALE: AS SHOWN
DRAWING NO.
C-20
SHT. 22 or~
NO.
EXCAVATION AREA NO. 8 \ IMPLEMENT DUST CONTROL
MEASURES AS REQUIRED
BACKFILL AREA NO. 6
BCD PROCESS TREA TED MA 7ERIAL
BACKALLED INTO LANDAU IN
UNIFORM HORIZ. LIFTS ACROSS
W/D77-1 OF LANDALL AND
COMPACTED PER SPECS. r BLENDED 1'-o•
AND FILL
TOPSOIL SEED AND MULCH REFERENCE POINT
~----\----------+-------------------------'-------------'--430:..:_'--J~--+-----------------+------------------------------1/ FlLlER FABRIC LIMITS
-----.... --.....:-II -I I ----...... ..........
.......... ..... __
0 -------
<O
<ri " "'
--
NORTH END
NOTE:
EXPOSED FACE OF PCB MATERIAL
TO BE EXCAVATED IN A
NOR77-IERN DIRECTTON
-----..... _ --
EXCAVATE CONTAMINATED MATERIALS
AND HAUL TO TREATMENT AREA
5X MIN. SLOPE
r--TYP. ~--------------'------------------------------~~-~~~-l-2!5~,i; MAX SLOPE TO MATCH EXIST.
lYP. AT PERlt.lElER --------------------------------------------------------------- --- -------- -- - - ----- ---- -------
50•
1: 1.5
CONSTRUCTION ~ r"---_ STORM WATER
RUNOFF ~ L,_,/ RUNOFF TREATED MA TERIAL
1: 1.5
----------------------------------------------------------------------------------------
EXISTTNG LOWER LEVEL
FROM TOP DOWN
FlL TER FABRIC
9" SAND
60" CLAY
12" FlLL MATERIAL
30 MIL PVC BOTTOM LINER
g• SAND
476'±
PUNCH HOLES 77-IROUGH
UNDISTURBED PORTTON OF
LOWER LINER
COMPACTED SOIL BERM OR
TUBE BERM TO MAINTAIN STORM /
CONSTRUCTTON RUNOFF SEPARATTON
0
" ;;;
NOTE:
EXPOSED FACE TREATED MATERIAL
TO BE BACKALLED IN A
NOR77-IERN DIRECTTON
ro
r--;;;
SECTION-EXCAVATION AREA NO. 8: BACKFILL AREA NO. 6
SCALE: 3/16"=1'-0"
r--.;
;;;
r--
"' "
TOP OF ORG. PCB
LANDALL LINER
NOTE:
EXCA VA TTON DEP77-I lt1LL BE DETERMINED
BY SOIL SAMPLING. REMOVE ALTER FABRIC,
9" SAND AND MIN. OF 6" OF CLAY LA YER
BEFORE SAMPLING. SAMPLE BOTTOM AND
SIDE SLOPES ON A 50 FOOT GRID.
SOUTH END
TOE OF BACKFILL EXCAVATION AND BACKFILL TABLE TOTALS EXCA VA TION AREA
NO. 8
REVISIONS
-H
N
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N
BY DATE
OPEN
WORK
AREA
- - ---=• \a
I
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NO. 6
TOE
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-OUTLINE OF
FIL TER FABRIC
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' I
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OUTLINE OF
LOWER LINER
PROFILE LINE ':4 »
EXCAVATION/ FILL KEY Pl.AN 0 ; 25' 50' 100' 200' !!i~ll-.il~~--!ii-~•-~~~~•--iiiiiiiiiiiiiij SCALE: 1" =50' GRAPHIC SCALE: 1" = 50'
MATERIAL TYPE
1£GETAT10N
12" TOP SOIL
12" ALL MATfRIAL
10 MIL PK: TOP UNER
24" aAY LAYER
12" ALL MA TfRIAL
PCB CONTAIIIINA TED MATERIAL
FILTER FABRIC
g• SAND LA YER
6" LA YER OF 60" a.A Y LA ITT?
12• ALL MATERIAL
JO MIL P~ BOTTOfll UNER
g• SAND LA YER
PROCESSED/sTOCKPILE MATERIAL
TOP SOIL COVER LA YER
QUANTITY
3,515
J, 111
85
56
1,474
411
UNITS OF MEASUREMENT
.s: Y.
C. Y.
C. Y.
.s: Y.
C. Y.
C. Y.
C. Y.
.s: Y.
C. Y.
C. Y.
C. Y.
C. Y.
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT HFAEnvironmentalConsultants EXCAVATION SECTIONS -PROFILE LINE "A"
ENVIROMENTAL, INC. WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT Barnes,FerlandandAssociates,lnc. EXCAVATION AREA NO. 8: BACKFILL AREA NO. 6
MA TERIAL HANDLING / ANAL USE
STRIP AND STOCKPf/.£ I ALL
STRIP AND STOCKPILE / ALL
STRIP AND STOCKPILE / ALL
REMOI£ AND CLEAN/ DISPOSE IN a.ASS I LANDFlll
STRIP AND STOCKPILE / BLEND r.tTH OTHER ALL
BCD TREATJIENT / FILL
BCD TREATJIENT I FILL
REMOI£ AND CLEAN / {)(SPOSE IN a.ASS I LANDFILL
BCD TREA 'fMENT / FILL
REJJOI£ 6" LA YER BCD TREA TIIIENT / ALL
LEAi£ IN PLACE
LEA 1£ IN PLACE
LEAi£ IN PLACE
BACKALL
FINAL BACKALL LA YER
DRAWING INFORMATION
PRO.ECT NO.: 99001
DESIGNED BY: CEH
DATE
DRAIWI BY: WKP TWC 2/03/00
DRAIIING NO.
C-21
CHECKED BY: PAB
--=DRA=-=G--=Al£:c=--· -cg=go=o=,c=7_---,-,7'7 -c-SC.c-,-#J..E:'"--• A'""s.....,s=Ho=WN=---SHT. 23 OF 45
•
NO.
ffi
0 ,..; .. n BACKFILL AREA NO. 7
IMPLEMENT DUST CONTROL
MEASURES AS REQUIRED
BCD PROCESS TREA TEO MATERIAL
BACKFILLED INTO LANDFILL IN
UNIFORM HORIZ LIFTS ACROSS
WfO TH OF LANDFILL ANO
COMPACTED PER SPECS. BLENDED 1'-o•
AND FILL
TOPSOIL
SEED ANO MULCH
REFERENCE POINT
r--------r---------+-----+--------~------------350'-----+--------------------------------------~/ FILTER FABRIC LIMITS
5" MIN. SLOPE
" TYP.
"' TO MATCH EXIST.
f: f.5 TYP. AT PERIMETER
~---------------------------------:-----------------------~~!· }~~-L125~" MAX SLOPE --------------... ------------,~-------------------------~ --""------._ STORM WATER
-----._ -RUNOFF --~ -:--1::.: ----~--., -~ ~~---------------
COMPACTED SOIL BERM OR
------------------------------------ -- - - -- ----
f: f.5 TREA TEO MATERIAL
- ----- ---------------------------------------------------
"' .,;
;;;
NOTE:
EXPOSED FACE TREA TEO MATERIAL
TO BE BACKFILLED IN A
NORTHERN DIRECTION
0
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------------------------------------------------------
,._
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,..: .; ;;; ;;; ;;;
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NORTH END EXISTlNG LOi'rFR LEVEL
FROM TOP DOWN
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CONSTRUCTlON RUNOFF SEPARA TlON \ NOTE: \_ TOP OF ORG. PCB
LANDFILL LINER SOUTH END
60" CLAY
12" FILL MATERIAL
30 MIL PVC BOTTOM LINER
g• SANO ------
TOE or 'A CKFILL
----
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WORK u I /; I AREA
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UNDISTURBED PORTION OF
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BACKFILL AREA
NO. 7
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EXCA VA TlON DEPTH WfLL BE DETERMINED
BY SOIL SAMPLING. REMOVE FILTER FABRIC.
g• SAND AND MIN. OF 6" OF CLAY LA YER
BEFORE SAMPLING. SAMPLE BOTTOM AND
SIDE SLOPES ON A 50 FOOT GRID.
SECTION -BACKFILL AREA NO. 7
TO£ -
BOTTOM
OUTLINE or
FILTER FABRIC
I
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---4 -, -+-,-..--,.. --
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REVISIONS BY DATE
I I .
I
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TOF' or BACKFILL
EXCAVATION/ FILL KEY PLAN
SCALE: 1• =50'
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
· OUTLINE Of
LOWER LINER
0 25' 50' ~1111••------100'
I
GRAPHIC SCALE: 1• = 50'
200'
BACKFILL TABLE
MATERIAL TYPE QUANTITY UNITS OF MEASUREMENT MA TERIAL HANDLING / FINAL USE
VE~TAllON 0 s. Y. STRIP MULCH AND Bl.END "11711 TOPSOIL/FILL
12• TOP SO/l 0 C. Y. STRIP AND STOCKPILE RLL
12" RLL MA 'FER/AL 0 C. Y. STRIP AND STOCKPILE / RLL
10 MIL pi,c TOP LINER 0 s. Y. REMOVE ANO Cl.£AN / DISPOSE IN a.As:5 I LANORLL
24" Cl.A Y LA YER 0 C. Y. STRIP ANO STOCKPILE/ Bl.ENO tw711 0711ER RLL
12" RLL MA TERIAL 0 C. Y. BCD TREATMENT/ RLL
PCB CONTAJIINA TED MATERIAL 0 C. Y. BCD TR£A TMENT I RLL
f1L TER FABRIC 0 s. Y. REMOVE ANO CI.EAN / DISPOSE IN CLA.S:S-I LANORLL
9• SANO LA YER 0 C. Y. BCD TREATMENT/ RLL
6" LA YER OF 60" ClA Y LA YER 0 C. Y. REMOVE 6" LA YER / BCD TREATMENT / RLL
12" FILL MATERIAL --LEA VE IN PLACE
JO MIL Pi-t' BOTTOM LINER --LEA VE IN PLACE
9• SAND LAYER --LEA VE IN PLACE
PROCESSEO/STOCKPIL£ MATERIAL 7,JJ5 C. Y. BACKRLL
TOP SOIL COVER LA YER ,f()l C. Y. RNAL BACKRLL LA YER
DRAWING INFORMATION
PRO..ECT NO.: 99001 DATE DRAllll1HO NO.
fr. ~sc-+---------------;----,---------·-& -=•a DIVISION OF WASTE MANAGEMENT B!'!:A Environmental Consultants EXCAVATION SECTIONS -PROFILE LINE "A"
BACKFILL AREA NO. 7
DESIGNED BY: CEH C-22
ENVIROMENTAL, INC. WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
l[larnes, Ferland and Associates, Inc. DRAWN BY: WKP TWC 2/03/00
CHEO<ED BY: P AB
1-.;:;DRA=WIN""G~fU:=---=99=00~1=c7C--_~17;-;sc=AC-:-J..E:=---.A"""S ""'SH=o=WN.rl SHT.~ ~
,...,-----------...---
I
NO.
IMPLEMENT DUST CONTROL
MEASURES AS REQUIRED
SEED AND MULCH
BACKFILLED INTO LANDFILL IN
UNIFORM HORIZ LIFTS ACROSS
WIDTH OF LANDFILL AND
COMPACTED PER SPECS.
BLENDED 1'-o•
AND FILL
r BCD PROCESS TREATED MATERIAL
REFERENCE POINT
f------------------------------------~---3_5_0_' ___ -+--------------------------------------/ FILTER FABRIC LIMITS
5" MIN. SLOPE
----------........................ ........
TOPSOIL ----~------_]"~TYi'~. ~ 25:11: MAX SLOPE
TO MATCH EXIST.
TIP. AT PERIMETER --------------
D
---------------TREA TED MA TERIAL .... _____ _
:;;: --------1: 1.5
"'
PUNCH HOLES THROUGH
UNDISTURBED PORTION OF
LO~R LINER
NORTH END
--
FROM TOP DOWN
so· CLAY
12• FILL MATERIAL
30 MIL PVC BOTTOM UNER
g• SAND
-----------------------
-----------------------------------------------------------------------------------------\ ------------------------------------------------------
rn
I
L BACKFILL AREA NO. 8
NOTE:
EXCAVA 770N DEPTH WILL BE DETERMINED
BY SOIL SAMPLING. REMOVE FILTER FABRIC.
9• SAND AND MIN. OF 6" OF CLAY LA YER
BEFORE SAMPLING. SAMPLE BOTTOM AND
SIDE SLOPES ON A 50 FOOT GRID.
476'±
.,; .;
D
" "'
"' ,.:
.;
SECTION -BACKFIU. AREA NO. 8
SCALE: 3/16"=1'-0"
TOP OF ORG. PCB
LANDFILL LINER
BACKFILL AREA
NO. 8 ~ "··
OUTLINE OF
FIL TER FABRIC
BACKFILL TABLE
'
REVISIONS
~----------------·· ------
TOE ., I
I I PROFILE LINE "A "
I I
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BY DATE
~ i I
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/L--~--------·-------------------------~,--'
OUTLINE OF
LOWER LINER
EXCAVATION I FILL KEY Pl.AN 0 25' • 50' 100' 200'
SCALE: 1" =50'
- - ---= j \ii
ENVIROMENTAL, INC.
Mrhti-. s~---
GRAPH1c SCALE: 1" = 50'
NORTH CAROLINA DEPARTMENT OF ENVIRONME"JT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
I
J BFA Environmental Consultants
' Barnes. Ferland and Associates, Inc.
MATERIAL TYPE QUANTITY UNITS OF MEASUREMENT
1-f"GETATlCW 0 .s: Y.
12" TOP SOIL 0 C. Y.
12" RLL MATERIAL 0 C. Y.
10 Mil PVC TOP UNER 0 .s: Y.
24" Cl.A Y LA '/ER 0 C. Y.
12• FTLL MATERIAL 0 C. Y.
PCB CONT,41,1/NATED MATERIAL 0 CY.
FTL TER FABRIC 0 .s: Y.
g• SAND LA YER 0 C. Y.
6" LA YER fT 60" Cl.A Y LA YER 0 C. Y.
12" RLL MATERIAL --
JO Mil Pi.t": BOTTOM UNER --
g• SAND LA YER --
PROCESSEI)/STOCKPILE MATERIAL 6,133 C. Y.
TOP SOIL COl-£1? LA YER 327 C. Y.
EXCAVATION SECTIONS -PROFILE LINE "A"
BACKFILL AREA NO. 8
~-·-~-.~· -:-~--}-');}~ r:w:r;,~--
1 ... , '. • '' •
----
SOUTH END
MA TERIAL HANDLING / FINAL USE
STRIP MULCH AND BLEND l#TH TOPSOIL/ALL
STRIP AND STOCKPILE RLL
STRIP AND STOCKPILE / RLL
REMOW AND Cl.£AN / DISPOSE IN CLASS I LANDRLL
STRIP AND STOCKPILE/ Bl£ND l#TH OTHER FTLL
BCD lREAll,/ENT / FTLL
BCD TREA ll,/ENT / FTLL
REMO'.£: AND CLEAN/ DISPOSE IN CLASS I LANDFILL
BCD TREATMENT/ FTLL
REMOW 6" LAYER/ BCD TREATMENT/ RLL
LEA I£" IN Pl.ACE
LEA I£" IN Pl.ACE
LEA I£" IN Pl.ACE
BACKFTLL
FTNAL BACKRLL LA YER
DRAWING INFORMATION
PR0..ECT NO.: 99001 DATE DRAWING NO.
DESIGNED BY! CEH
DRA11H BY: WKP WC 1/10/00
C-23
CHECKED BY: PAB
t-cDRA=WIH~G =Fll.E::--::·---;;9"'"'90cc-;;01=c""""7--=-17.-=sc,cccu,'="•-,A""S"S"'HO=WN..-t SHT.~Of ~
NO. REVISIONS
NEW 6" PVC
WATER MAIN
BY DATE
0
•
Fi
NEW 6" PVC
WATER MAIN
0
0
- = = -S::l\a
ENVIROMENTAL, INC.
I
0 15' 30' 60' 90' ••~•liil•~• ~-Q~~~ liiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil ,_ ___ _
GRAPHIC SCALE: 1" = 30'
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
r ,_, ,I ,.'; I r I 1 .,,
OPEN-CUT AND
RESTORE PAVEMENT
e!\l!':A Environmental Consultants
Barnes. Ferland and Associates, Inc.
TYP. STORM SEWER
CROSSING, SEE DETAIL
I
0
NEW WATER MAIN
/ij
,!
0
!f
0
PLAN
I
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0
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NOTE:
THE CONTRACTOR SHALL COORDINATE INSTALLATION
OF THIS WA TERMAIN 'MTH WARREN COUNTY.
0 15' JO' 60' 90' ~~~•liil••~-~--~-~-~~~-1 iiiiiiiiiiiiiiiiiiiiiiiiiiill
GRAPHIC SCALE: 1" = JO'
DRAWING INFORMATION DATE DRAWING NO.
PRO.ECT NO.: 99 01
DESIGNED BY: CEH W-1
DRAWN BY: WKP TWC 2/03/00
a-tECKED BY: PAB
SHT. 26 or~ DRAWIIG FI..E: 99001W1 SCALE: AS SHOWN
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NO.
24"
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BRASS IDENTIFICATION TAG INDICATING
"WATER", VALVE SIZE &: VALVE TYPE RIVET
OR EPOXY TO INSIDE OF VALVE BOX
(MAX.) ;t' BELOW LIO. -
i . \
I • • 3" (TYP.)
\ • _ /", 77-#4 REINr. BAR (TYP.)
\;
NOTES:
.3000 PSI
CONCRETE PAD
lo
MECHANIC\ JOINT
"'l PIP
I
Flt-llSHED GRADE
«< ,;;. • ,:, . /• ,/ ___ 24" DIA .. 5' rHK
/-.... -....; CONCRITE PAO
(ALL AROUND
VALVE BOX)
_,---¥.ALVE
/
/J'ESTAINED
/ DINT
'<'«~W~~~~~~-:;<'./
UNDISTURBE~ ....
EARTH 0. 57
STO"'E
1. POURED IN PLACE (NOT PRECAST) CONCRETE PAD SHALL BE FLUSH WITH GRADE.
2. LOCATING WIRING REQUIRED. SEE DETAIL W-44.
VALVE & BOX FOR UNPAVED LOCATIONS
SCALE: N.T.S.
7
W &#M.11 UNDER PA"'NQ
~~ "'-"""" "' -"'" ""' /_17 Of' DllS11NG Pll'E 5tW.L I!£ -· -
l,l(CHHICIJ. JOINT 11 ,;~.
22 1/'r °" 40' E1VC1 (SIZE~)
NOTES:
1. IF EXISTING UTILITY PIPE IS A WATER tJAtN
6-INCHES OF SEPARATION is REQUIRED.
2' lollNIIU,I
M I.DIG"n1 Oli' PP£ TO Bt: ll00ED $Hl,J.. II( .. MX:QAtWa IM'Tll TA8LE FOfl WECIW«:II.. RBflWO(I
LlM,lTHS. (SH OCTAL W-Jl)
f'ftOf'OSED .... TER wr.lN
SIZEl:T'l'!'EVAAIEl!i
aru. lt1NG (TYP,)
'----L y< fHRE.WE.D Sflll. IIOO Ill' Nl.!TS • LOCI( lllll.SH!1t LDIGTH ...S l!EQUIRED
---------------Y"" 11(1 lHMAX[) £VE IIOlTS w H111S 4 LOCK W,i,S1-0S lDGTl< .OS "f:Qllllfll
2. IF EXISTING UTILITY PIP!:: IS A FORCE i,,WN. 9-NITARY SEWER.
R!:::CLAIMt.D WATER MAJN OR STORM SEWER, 18 NCHES OF
SEPARATION 1$ REQUIRED. tf THIS ·.S IMPRACTICAL AND EXISTING
UTILl:Y MAIN IS C900, C905 OR D.L PIPE, SEPARATION CAN BE
REOIJCED TO 6-IN::HES. A FULL LENGTH ◊"° PIPE SHALL BE
CENTERED UNDER EXISTING UTILITY MAJN TO PROVIDE MAXIMUM
JOINT SPACING FOR All CROSSINGS.
4 DEPTH or BURY TO BE JS" MINIMUM :N PAVED AREAS
MEASURED FROM FINISHE..D GHADE. DEPTH OF BURV lO
BE Jlj MINIMUM IN UNPAVED AR~.
3 NUMBER OF l!E RODS REQUIRED IS AS FOLLOWS:
--S-BM DIAMETER M,4,IN 2 TIE ROOS PER JOiN!
1 rf'-1 'l" DIAMETER MAIN - 4 TIE RODS PER JOINT
14M-2<1 DIAMETER MAIN 6 TIE RODS FER JOINT
24M -.36" DIAMETER MAIN -8 TIE ROOS PER JOIN[
42~ -48" DIAMETER MAIN -10 T!E RODS PER JOINT
ADJUSTMENT UNDER EXISTING UTILITIES-TIE RODS
I JO" liltN. 'T m JT' D£PTH VARIES
3ff MIN. UNDER PA.\IING 'I::=--I ,. ___.--PROPSED WATER w.lN
SIZE &: TYPE VARlf:S F"UI -l..FNGTH or
P!PE CENTERED
~l, c~lil"" ~,-.....0,,
EXISTING i.JTIUTY PIPE
l.lAXllilU~ 80X Of" MA.NUF"ACTURER'S
,,.,,.,,-RECO~MENDATION f"OR JOINT DEFLECTION.
MIN. HORIZONTAL LENGTH REQUIRED AS PER MANUFACTURER MIN HORIZONTAL LENGTH REQUIRED ,1,5 PfR w.NUfACTLIRER F OEFl..ECT PIPE VERTICALLY TO ,1,\IQIO OBSTf.UCTION I 9' li!IN . ..-2'._~1.N,, -1-TO DEFLECT PIPE 'IE:RT!OllY TC AVOID OBSTRUCTION I
NOTES:
1 IF EXISTING UT!LJTY PIPE IS A WATER MAIN
6··-INCHES OF SEPARATION IS REQUIRED
2. IF EXISTING UTILITY PIPE IS A i:-oRCf MAIN, SANITARY SEWER,
RECLAIMED WATER MAIN OR STORM SlWER, 18 INCHES OF
SEPARATIO~ IS REQUIRED. IF THIS IS IMPRACTICAL ANO EXISTING
UTILITY MAIN IS C900, C905 DR D.I. PIPE, SEPARAT10N CAN BE
R::DUCEO TO 6 · ·NCHES. A FULL Ll:.NGIH OF PIPE SHALL BE
CENTERED UNDER EXISTING UTILITY MAJN TO PROVIDE MAXIMUM
JOINT SPACING FOR ALL CROSSINGS.
ADJUSTMENT UNDER EXISTING UTILITES
PIPE JOINT DEFLECTION
SCALE: N.T.S.
REVISIONS BY ATE
i;; i Iii
ENVIROMENTAL, INC.
• r
L:MINIMUM LENGTH TO BE RESTRAlNEO ON· EACH SIDE Of FITTING (FEET)
~ £ ,; rn §: C C .. • • I • • • -0 2 E • ; ~ ~ 0.
Ci CJ 0 0. • • > "' .. w jj jj 2 0 ~ I I N ~
" C C "' "' • 0 0 • ~ N N w C C :;; :;; ! 0. 0: 0: 0 0 C C 0 0 r I 0 0 N N ~ :;; :e u
~ ~ N ·c • t 0 C ~ ~ r r 0 0 ~ ~ ,. N N
C • 0 -N ~ b 0 "' "' z -N ~ r r ... ...
4 2 4 7 18 20 -cun ' -bronch 39 16 / 3
6 2 5 10 25 2D -run 1 -branch 55 23 / 4
8 3 6 1J 32 20 -run 1 -branch 72 30 I 5
10 4 B 16 38 20 -cun 1 -branch 86 36 / 6
12 4 9 19 45 20 -cun 1 -branch 102 4? / 8
14 5 10 21 51 20 -wn 10 -branch 116 48 I 9
16 6 11 23 57 20 -wn 26 -branch 131 54 I 10
18 6 12 26 62 20 -,un 41 -branch 145 60 / 11
20 7 13 28 68 20 -wn 55 -branch 158 66 / 12
24 B 16 32 78 20 -con 58 -branch 185 77 I 1 1
30 9 18 38 92 20 -wn 77 -branch 221 92 I 17
36 10 21 44 105 20 -wn 115 -bronch 256 106 / 20
NOTES
1. Table assumptions: PVC pipe, Safety Factor = 1.5, Test pressure = 150psi
Soil = GM or SM, .3 ft. bury depth to top of pipe, Trench typi!! 3,
Branch on Tee is one size smaller thon run of tee size and 20 feet of pipe
t ~
C ,; .. C ~ -• • • -u 0. • : vi 0. "' • 0 • E .. .. .. ~ • • • "" "' " • 0 0 • ~ " " -0 J • • > > 2 C 0 N N -. ~ '--~ u -o rn U C N N •• N N <r J
8 / 1 n/a
11 / 2 28
14 / 3 30
17 / 3 29
20 / 4 50
23 / 4 30
26 / 5 3-0
29 I 5 29
36 I 6 29
37 / 7 55
44 / 8 77
51 I 10 77
is instol1ed past the tee on the run side (smaller branch sizes must be calculated by the
engineer). Vertical offsets are 3 feet deep on top and 8 feet deep on bottom. Reducers are
calculated tor one size reduction. Other conditions will require additional calculations.
2. Al: fittings must be restrained. One of the following methods may be used:
A Mechanical restraints at fitting and at adjacent joints to a length as specified in chart
8. Tie rods at fitting and through joints to a length as specified in chart.
3. Valve restraints shalt be restrained the same distance as horizontol plugs.
MECHANICAL RESTRAINT LENGTHS
SCALE: N.T.S.
STANDARD TAPPING SLEEVE
& VALVE AS RE'OUIRED r SEE HYDRANT SUMP
r.3/4" Tr<READED STEEL ROD DETAIL V,-15
3/J' MIN. - - - -1
f5' PIPE
\ < ~ ~ 6" VALVE
\ '~CXISTING WA1'R M~N
I
I
I
I I
L ____ _J
~ THRUST BLOCK REQUIRED 1 1 /4" SQ. NUT SEE W-J8
.3-WAY FIRE
HYDRANT
WATER VALVE BOX
FINISHED GRADE "'-
4'x4' SQUARE x ff' THiCK CONCRETE
SLAB IMMEDIATELY BELOW FRANGIBLE
FLANGE &: LEVEL w/TOP OF GRADE.---~
3000 psi CONCRETE w/f4 REBAR 0
12• 0.C. EACH WAY
HYDRANT EXTENSION AS
REQUIRED FOR ADDITIONAL
DEPTH OF BURY
...
L_
3/♦ ROD. 2 REQUIRED __ /
LEAVE DRAIN HOLES OPEN
NOTES·
1) LOCATING WIRING REQUIRED.
11/t
/ll.Y
4-8" MAX.
,-FRANGIBLE FLANGE
1 / LOCATION FOR "TRAFFIC"
8" Ml TYPE HYDRANT AT
GROUND LEVEL.
0 0 0 I
I
__J
\ SEE HYDRANT SUMP
DETAIL W-15
2) FIRE "1YDRANTS SHALL BE INSTALLtD BETWEEN
BACK OF CURB AND FACE OF SIDEWALK EXCEPT
WHERE CONDITIONS AND/OR REGULATIONS PROHIBIT.
HYDRANT INSTALLATION WITH TIE RODS USING
TAP SLEEVE & VALVE
SCALE: N.T.S.
TYPICAL PROflLE •
BEU. Jt. TO F>I.NN END
w/~R~
m ""'-'
80.l Jt. f>.V.C.
0
0
0
RESTRAINED BELL JOINT SECTIONS
FORCE" A -
• REDUCER .. ••
'MtOI ..W.. ~ lHE JOIHTS AA£. RESTRANJ),
RR:E A M.N«:£5 FOIICE I
•• ... . . ... FIRE HYDRANT LATERAL
•
TYPICAL PROFILE **
ME:CfWillC.IJ.. Jl. TO PUJN ENO
11/t.lE;CHANtCM. RESIBAINERS
r "' ""-'
/ 111..Jt. 0.1. FTTTlNCS.
RE"STRAJNED MECHANICAL JOINT
• • • •
MECHN-IICAL. JOINT SLEEVES
TOPR£\'tH1"1HC~Otoo.cNT NrO TM( POCkET Of' THE AESTIWNT
llll«ilS • A O:r.'EM Of 1 ll mil >'Ol. ffTh"tUN: ·--~-ne"""' -NUWIIER Of TIE ROOS l,EQIJIR(I)
• • -s'-lf --l ROOS 1C'"-12" 1iWN -• 1100S
1,("-211' --8 !IOOS
2./,"-Jff IIWN -I IIOOS
•T-+tf IUIN -10 RODS THRUST COUAR ANCHOR
TO Bt:" USlll NSl9ll Of TOTAL
RfSTRUUI I..DCll1 (OPTIONAL)
Sil[ ,\$ PD' TltRllS'T BtJ)CI( DET.U. {W-Je)
SfE O£tlrriLS W-le fl W-31
..
FORCE B -
MECHANICAL RESTRAINT DETAILS
SCALE: N.T.S.
= BACKFLOW PREVENTERS MUST BE UTILIZED AT
ALL PROCESS CONNECTIONS INTO THE MAIN LINE
STANDARDS
A.S S.E. 101]
A..W.W.A. C506
FCCCHR OF USC
\ • /) ------------'-,a-----
/ / ANGL£DF 6 DIRECTION
CHANGE •
HORIZONTAL BENDS I I
UPPER BEND
RUN
-
TEES RUN
~ L * -~
~ ~------l~I -
BRANCH
DE.AD END
VERTICAL OFFSET
LOWER BEND
""" "' ~
•• ••
THRUST - P ,.._ Q __. THRUST - P
IN LINE VAI...VE
MECHANICAL RESTRAINT DETAILS
SCALE: N.T.S.
SALL TYPE
SHUT OFF VAL YES
FLOW
RELIEF VAL VE
DISCHARGE
1 2M +PIPE DIAMETER
(MINIMUM DISTANCE)
SCHEDULE BO PVC
OR COPPER PIPE
FINISHED GRADE
3•-0" MIX. TRENCH WID!li
(SEE NDTt 8)
EXIST. ASPHALTIC
SURFACE
3/411 TO 211 REDUCED-PRESSURE BACKFLOW-PREVENTION
ASSEMBLY (RPBA)
,.
~ ~ ~ °' ,. G: ~ ~ iii I=' 0 z I;; I ~ ~ ~ ~
.1. ~ ,.,
COMMON Fill ~
,.
24" (TYP.) ~ C, -" SELECT ~ $ ::;; COMMON ,.
Fill ill z ~
UNDISTURBE ~ t:J t;:
EARTH .. :;;
(SEE NOTE J) ~ ~ ,.,
= 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95,:; OF THE
MAXIMUM DENSITY AS PER MSHTO T-180 TO 2~" ABOVE CROWN OF PIPE.
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSffY AS PER MSHTO T-180 TO GRADE.
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN
ACCORDANCE WITH TYPE A BEDDING ANO TRENCHING DETAIL MAY BE
REQUIRED f,S DIRECTED BY THE ENGINEER.
4. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
5. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW
6. FINAL RESTORATION IN IMPROVED AREA5 SHALL BE IN COMPLIANCE WITH
ALL APPLICABLE REGULATIONS or GOVERNING AGENCIES.
7. SAWCUT PAYEl,,IENT FOR OPEN TRENCH. RESTORE PAVEMENT PER
WARREN COUNTY STANDARDS
TYPE 11B11 BEDDING AND TRENCHING DETAIL
SCALE: N.T.S.
SCALE: N.T.S .
.... .-............... h· .................... J
:: .',:.: .: ·:::'1-·: ·.-:•: :.-:.-:•.
l-,._~_J
HYDRANT SUMP
SCALE: N.T.S.
DRAWING INFORMATION
GRAVEL OR BROKEN ROCK
FOR DRAIN SUMP
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT ~ Environmental Consultants
. Barnes, Ferland and Associates, Inc.
PRo.ECT NO.:
WATER MAIN DETAILS DESIGNID BY:
DRAl'M BY:
99001 DATE
CEH
l'IKP TWC 2/03/00
DRA'IIING NO.
W-3
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT a-lECKED BY: PAB
SHT. 28 Of 45 DRA\\ING FILE: 99001W3 SCALE: AS SHOWN
·,-1. ·•·•.·
..__ ....__
----..___
'-.;_ ..___ ..___ ---...__
----....
NO.
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REVISIONS
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BOTTOM 306
N E W LI Nf]Y
--PDND
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---------------\
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16' WJDE-+ll'illL ROAD FOR CLEAN MATERIAL -
HAUL ROAD
---L -------j-_ 1~ ~~[S_
--
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--
-----
CONSTRUCTED
--..___
------+-----I ---/ --------,....<...._
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AREA
~~R~DE t
STORM WATER
', TREATMENT
" SYSTEM
30"RCf'r @
--
E X I S T I I_L/,,,-~--
------
--
24"RcP\
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
.. ---·
---
I _c ___ L_A_N_· D~F-1 L L
Barnes, Ferland and Associates, Inc.
/
• 324.50 324.00
---,
' , STAKED HAY
, BALES
' '
EROSION CONTROL PLAN
ENYIROMENTAL, INC. WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
I
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SEED AND MµLcH oRlcovER
STOCK PILE ).REAS WfiEN
LEFT IN PLACE Q,VER / 3 WEEKS
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S TAB I~ 1 ZED STOC~ILE
/i / AREA . \ \
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GRAPHIC SC.AL~
DRAWING INFORMATION
PRo.ECT NO.: 99 0
DESIGNED BY: CEH
DRAIIIN BY: WKP
----.....-.....-
.....---.....-
.....-
.....-
.....-.....-
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DATE
2/03/00
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DRAWING NO.
ER-1
CHECKED BY: P AB
l--=DR=-cA=WIN=Gc-cFll.E:==-----c9=90=0=1 E=Rc---1 --=sc.,..•"'U:=--..,.,, ~=-.-30,,,--1 SHT. 29 OF45
NO.
Lr,.
EROSION AND SEDIMENT CONTROL NOTES
1.
2.
3,
THE CONffiACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF
NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN
ALL DITCHES AND SWALES AT COMPLETION OF CONSffiUCTION
THE SITE CONTRACTOR IS RESPONSIBLE ,OR REMOVING THE TEMPORARY
EROSION AND SEDIMENT CONTROL DEV'CES AFTER COMPLE110N OF
CONSTRUCTION AND ONLY WHEN AREAS H.AVE BEEN STABILIZED
ADDITIONAL PROTECTION -ON-SITE PROTECTION IN ADDITION TO THE
ABOVE MUST BE PROV1DED TI-lAT \/•,LL NOT PERM 1T SILT TO LEAVE THE
PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS.
4. CONTRACTOR SHALL INSURE THAT ALL )RAINAGE STRUC11URES, PIPES,
ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF
ACCEPTANCE.
5.
6.
7.
8.
9.
WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WlRE
EXITNDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET
SffiUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WlTH 1 /2-
INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH
IS NECESSARY, THE STRIPS SYALL BE OVERLAPPED.
DOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WlRf MESH
AS INDICATED IN D-903. THE DEPTH OF STONE SHALL BE AT
LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE
SHALL EXTEND BEYOND THE INLET OPEN,NG AT LEAST 18 INCHES ON
ALL SIDES.
IF THE STONE FILTER BECOMES CLOGGED WlTH SEDIMENT SO THAT IT
NO LONGER AOEQUA TEL Y PERFORMS ITS FUNCTION, TI-IE STONES MUST BE
PULLED AWAY FROM THE INLET, CLEANED ANO REPLACED.
BALES SHALL BE EITHER WlRE-BOUNO OR STRING-TIED WlTH THE
BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER
THE BALES.
BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING
THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER.
10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A
TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8 INCHES.
AFTER THE BALES ARE STAKED, THE EXCAVATED SO!L SHALL BE
BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER.
11. EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT
LEAST TWO STAKES OR RfBARS DRIVEN THROUGH THE BALE.
12. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER
FROM ENTERING BETWEEN BALES.
13. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
14. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES,
END RUNS AND UNDERCUTTING BENEATH BALES.
15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE
ACCOMPLISHED PROMPTLY.
16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE
BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO
THE EXISTING GRADE, PREPARED AND SEEDED.
17. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMED,ATEL Y
AFTER EACH RAINFALL AND AT LEAST GAILY DURING PROLONGED
RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY
18. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE
OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE
LIFE AND THE BARRIER STILL BE NECESSARY. THE FABRIC SHALL BE
REPLACED PROMPTLY.
19. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH S~ORM EVENT.
THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY o,~E-
THIRD THE HEIGHT OF THE HARRIER
20. ANY SEDIMENT DEPOSITS REMAINING IN PLACE MIER THE SILT FENCE
OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSEC TO
CONFORM WlTH THE EXISTING GRADE. PREPARED ANO SEEDED
21. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS
MADE AS NEEDED.
22. SEDIMENT SHALL BE REMOVED AND THE TRAP RfSTORED TO ITS
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1 /3
THE DESIGN DEPTH OF THE TRAP. REMOVED srnIMEN-,-SHALL BE
DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL
NOT ERODE.
23. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWlNG THE BEST EROSION
AND SEDIMENT CONffiOL PRACTICES AS OUTLINED IN THE EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
24. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONffiOL
REFER TO THE EROSION AND SEDIMENT CONTROi Pl ANNING AND DESIGN
MANUAL.
25. EROSION ANO SfDIMf.NT CON fROL BARRIERS S~ALL BE PLACED ADJAC~NT
TO ALL WETLAND AREAS WHERE THERE IS POTEN~AL FOR JOWNSTREAM
WATER QUALITY DEGRADATION. SEE DETAIL SHFTT FOR TYPICAL
CONSTRUCTION.
26. ALL DISTURBED AREAS SHALc BE GRASSED, FERTILIZED, MULCHED AND
MAINTAINED UNTIC A PERMANENT VEGETATIVE COVER IS ESTABLISHED.
27. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE
EROSION PROTECTION TO ENSURE WA ffR QUALIIY ST ANDA RDS AR[
MAINTAINED.
28. ANY DISCHARGE FROM DEWATERING ACTIVITY Sf<ALL BE FILTERED AN)
CONVEYED TO THE OUTFALL IN A MANNFR WHICH PREVENTS EROSION AND
ffiANSPORTATION OF SUSPENDED SOLIDS ,o THE RECEIVlNG OUTFALL.
29. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH
REQUIRES A CONSJMPTIVE USE PERMIT
30. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT
SCREENS, HAY BALES, AND GRASSING. ALL FL SLOPES 3: 1 OR
STEEPER TO RECEIVE STAKED SOLID SOD
31. ALL DEWA TERING, EROSION, AND SEDIMENT CONTROL TO REMAIN IN
PLACE AFTER COMPLETION OF CONSffiUCTiON AND REMOVED ONLY WHEN
AREAS HAVE STABILIZED.
32. THIS PLAN INDICATES THE MINIMUM EROSION ANO SEDIMENT
MEASURES REQUIRED FOR THIS PROJECT THE CONTRACTOR IS
RESPONSIBLE FOR MEETING ALL APPLICABLE RULES. REGULATIONS
AND WATER QUALITY GUIDELINES ANO MAY NEED TO INSTALL
ADDITIONAL CONTROLS.
33. THE CONTRACTOR SHALL BE REQU>RED TO RESPOND TO ALL NCDEHNR
INQUIRIES, RELATIVE TO COMPLIANCE OF EROSION AND SEDIMENTATION
CONTROL. THE COST OF THIS COMPLIANCE SHALL BE PART OF THE
CONTRACT.
R \1SIONS BY ATE
-Sidewalk _ __,/
0
Curb & Gutter
Anchor Boles With 2 -2· x 2H x 4•
Stokes Per Bole.
t ' '. -'--_: - -
Ditch
,,,,,.-Typl!'! A Or B Fence
Note: Bales to be stoked at the
direction of the Engineer.
PARTIAL INLE' COMPLETED INLET DITCH BOTTOM INLET
"--.__ Loose Soil Placed By Shovel And
Lightly Compacted Along Upstream
Face Of Boles.
Limits
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
Of Construction~ I il i /Sod
lb I ~ Sil ----~ ----J',,.L -~-----I l{:: ':;},I
I 50' Max. 50' Mox. I
/// /// /// ... --------...
''' --
Sod :~ Di~tl~orT1_!_ri.!e_t_ ---7 ------' 'l-10' (Typ.) --' ---, -" -
' 50' Max. 50' Max. Ditch
Cross Drain -~ ... ...
/// /// //L
50' Max. 50' Max.
'
I Jl;C: :'JI End wall ------------~1 --------~-=-
J
Sod/
t Barrier
t Median Ditch
Silt Barrier
Silt Barrier
I I 'C . L1m1ts Of Construction
DITCH INSTALLATIONS AT
DRAINAGE STRUCTURES
BALES BACKED BY FENCE
As Required
Anchor Bales With 2 -
Stokes Per Bale.
.. ~-~.-~ I .-.c_ ; 50' On Centers ( T~.
r-~--~I
I • • I • •
PLAN r x 2" x 4' ~ Overlap Ends ~
~Fill Slope
ELEVATION
TO BE USED AT SELECTED SITES WHERE THE
NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE
Boles To Butt
:i ➔ Flow .~
:1 ➔-Anchor Boles With 2 -r x 2" x 4'
Stokes Per Bale.
Pl AN Loose Soil Placed By Shovel And lightly
6~. ~Compacted Along The Upstream Edge Of Boles.
ql~?~Fill Slope
t:.LEVATION
TO BE USED AT SELECTED SITE$ WHERE THE
NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE
BARRIERS FOR FILL SLOPES
HAY BALE LOCATION
ELEVATION
TYPE Ill SILT FENCE
Type Ill 01 Type IV
Silt Fence
N.T.S.
SECTION
Twe II! Or Type 1V Silt Fence Protection
Around Ditch Bottom Inlets.
•
Do not deploy In o manner that sNt fences will act as a dam across permanent flawing
watercai.,rses. Silt fences are to be used at upland locations orid turbidity barriers
used at permanent bodies of water
SILT FENCE APPLICATIONS
SILT FENCE TYPE III
N.T.S.
♦
♦
Twe IV Silt ~ence
Note:
Silt Flow
T)'l)e Ill Silt Fence
Spacing for Type Ill &: TYPE IV Fence to be in
accordance with Chart 1, Sheet 1 of 3, DOT Index
No. 102 and ditch installations ot droinoge structures
Sheet 2 of 3, DOT lnde)I No. 102.
- ---NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES ,:;; • a
ENVIROMENTAL, INC.
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
Environmental Consultants
arnes, Ferland and Associates, Inc.
r· --
• ! :
Silt Flow
Anchor Bales With 2 -2" lC 2" K 4'
Stokes Per Bole.
Sod
PLAN
Roll
ELEVATION
Sod
Post
-loose Soil Placed By
Shovel And Lightly
Compacted Along Upstream
Edge Of Boles.
1' Min. Recommended
Spacing: Bale barriers for paved ditches should be spaced in occon:kmce with
Chart], Sh~t 1 of 3, lnde• No. 102
5' Min.
-
Roil
_.,,..----Woven Filter i=-obric In Absence Of
Established Grass (Approx. 12' x 12').
Secure Edges By Entrenching And
Extend Under Bogs and Boles. Fobrlc
Sholl Meet The Requirements Of
Section 985 Of The Standard
Specifications. Cost Of Fabric To Be
Included In The Contract lump Sum
Price For Erosion & Sediment Control,
. . . . . . . . . . . . . . . .
PLAN
--.oose Soil Placed By Shovel And lightly
::01Tipocted Along The Upstream Edge
Of Boles.
PLAN
BARRIER FOR
Loose Soil Placed By Shawl And lightly
Compacted Along The Upstream Edge Of Boles.
Anchor Lower Boles With 2 -2" x 2• x 4' Stakes Per Bole.
Anchor Top Bales To lower Boles With 2 -2" )( 2" )( 4• Stokes Per Bale.
ELEVATION
AnchOf' Boles With 2 -r x 2· )( 4' Stokes Per Bale
ELEVATION
Application and Spacing: The use of T)1)es I & II bale barriers should be limited to the
conditions outlined in_ Chart I, Sheet t of 3, Index No_ 102
TYPF II TYPE
BA.RRIER FOR UNPAVED DITCHES
HAY BALE BARRIERS TYPE I & II
N.T.S.
PAVED
DRAWING INFORMATION
PRO.ECTNO.: 99001
DITCH
DATE DR/\1"1NG NO.
SEDIMENTATION & EROSION CONTROL DETAILS DESIGNED BY: CEH ER-2 DRA'IIN BY: WKP TWC 2/03/00
CHEa<ED BY: PAB
SHT. 30 Of 45 DRAYl1NG FIi.£: 99001ER2 SCALE: AS SHOWN
NO.
_____,r---
IJIRE SCREEN
L CURB !NL.ff_~~
-==----;L ~ ,,------
I/ I /~ -
0 I~
I
L G~AVEL ~ JL TER
r tIL TERED 'w'ATER
SEDIMENT _;
RUNOFF
VIRE SCREEN
2'x4• w'□□D STUD _J \_
CURB INLET
SPECIF IC APPLICATION
THIS METHOD or INLET PROTECTIJN IS APPLICABLE A~ CURB [NLfTS:
'.'HERE AN OV[RtLD\J CAPAB:L lTY JS 1>,1[CESSARY TO PREVENT [XCESSIV[
PONDING IN FRONT OF TY[ STRUCTURE_.
BLOCK & GRAVEL CURB
INLET SEDIMENT FILTER
N.T.S
CURB INLET
WATER\
~-
... ;1
SEDIMENT ___) • I
CONCRETE GUTTER __J
••
\\__
CLRB INLET
SPEC:FIC APPLICATION
THIS METHOD OF INLET PROT:::CTlON 'S APPLICABLE AT CURB INLETS
'M-IERE PONOlt.G It-. FRONT OF "l-lE STRUCnJR[ IS NOT !..IKE::l Y 10 CAL~t.
INCONVENIENCE OR JAMAGE TO AD.,ACENT STRLCTURES AND LNPfWlt.CJL; ARE.AS
GRAVFI CURR :NI FT SED:MENT FILTER
18' MIN --
GRAVtL (12" MIN. OEPTrl)
RUNOFF WA TFR I
"'1TH SEDIMENT
SEDIMENT
FIL TER~J
WAllR
WIRF MFSH WITI--
FILTER FABRIC
SPECIFIC APPUCA TION
THIS METHOD OF INLET PROTECTION IS APPUCABL£ WHERE HEAVY CONCEN-
TRATEO FLOWS ARE E)(P[CTE:D, BUT NOT 'M-IERE PONDING AROUND TI-ff STRUCnJRE
MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES
AND UNPROTECTED AREAS.
GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER
GRAVEL INLET SEDIMENT TRAP
N.T.S.
REVISIONS BY DATE - - - -,r: j \a
ENVIROMENTAL, INC.
""'
~
WIRE SCREEN , CONCRETE BLOCK
\
FILTERED WATER
RUNOFF \
WATER~ f\3°
SEDIMENT \\._0
~ . . .. . . DROP INLET
WITH GRATE
0
0
0
0
0
• ...
~-SEDIMENT
SPECIFIC APPLICATION
THIS ME"fl-,OD Of INLET PR01'ECTION IS APPLICABLE WHERE: HEAVY FLOWS
ARE EXPECTED AND WHE~[ AN OVERFLOW CAPAClTY IS NECESSARY TO PREVENT
EXCESSl\/E PONDING AROUND THE STRUCTURE.
BLOCK & GRAVEL DROP
INLET SEDIMENT FILTER
N.T.S.
/ DROP INLET
/ 'w'ITH GRATE... ~ STAKLD
STRA\./ BALE
__,' COMPA CTED SOIL -
0 TO PRE VENT PIPING
0
0 -I \Ill" 11111 ~ FH.TERED
0 -RUNOFF \JATERTl -\JITH SE DIMENT
'
\./ATER
I 11\1 I 11\11 -~~
I) I I I I\ I I\ I I 11 • '
11111 111111 ~>-J
. . . . . . 0 .
STRAW BALC:S
STAKED \./ITH 2
s~AKES PER BALE HAY BALE SEDIMENT FILTER
...
SPECIFIC APPLICATION
lHIS ~ETHOD OF INLCT PROTECTIOO IS APPLICABlE Yil-lERE THE INlET
DRAINS A RElA TI.-El Y FlAT AREA (SLOPt.S NO GR[A TER THAN 5 PERCENT ) 'M-lffiE
SHEET OR 0\/ERL-'ND FLOWS (NOT EXCEEOING 0.5 cfa) ARE TYPICAL. THE
METHOD SHAI...L NOT APPLY TO INLfTS RECEIVING CONCENTRATED FLOWS. SUOl
AS IN STREET OR HIGl-'WAY MEDIANS.
~ _)
STAKES ---11
BURLAP FA BRIC ----l
RJNOFF \JAT[R
\JITH SE;MEN~
BURIED
BURLAP FABRIC
FABRIC SEDIMENT FILTER
SPECIFIC APPLICATION
THIS t,jETHOO Of INLET PROTEClTON IS APPLICABLE 'M-!ERE THE INlET
. .. . . . .
...
DRAINS A RELATI'vt:LY n...AT AREA (SLOPES NO GREATER THAN 5 PE:RCENT) IM--IER[
SHITT OR ~LAND fl.OWS (NOT EXCEEDING 0.5 ch) ARE TYPICAL TI-IE
METHOD SHAU NOT APPLY TO tNL£l'3 RECEIVING CONCENTRATED FlOWS. SUCH
AS !N STREET OR HIGHWAY MEDIANS.
DROP INLET SEDIMENT TRAP
N.T.S.
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
:-<
C -~
~ a. 0
V1
NOTr:
7 I--'------+----+-
Spocings ,hown in thl!!! chart or@
ore based on generalized conditions and should be ad),Jsted based on
actual site performance or hydroulic computations.
Fl.OW RATES {CFS)
4
3
50 100
-0
~\,
<Jc '"•
LEGENO "·· Solle
Very ~t
Light
< 5
> S < 10
Moderat11 > 10 < 15
Heavy > 15 < 25
Vory H!!Ovy > 25 < 40 ___ _j
SOILS
Cohesive Non Cohtslv.
Firm loom
Cloy Sori!UI
"°'" Har~a
Fine Sand
Course Sond
Gra"8hl ----,
SQndy L..oom
SRt loom
15D 200 25D 350 400
Spo.cing (In Feet)
CHART I
RECOMkolENOED SPACING FOR TYPE I AND TYPE II HA.Y BALE BARRIERS, AND TYPE Ill
ANO TYPE IV SILT FENCES AND PAVED DITCH HAY BALE BARRIERS
SPACING RECOMMENDATION FOR
SILT FENCES & HAY BALES
N.T.S.
1. S£T POSTS ANO EXCAVATE A 4•x4•
TRENCH UPSLOPE AlONG THE LINE
Of POSTS
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND lT
INTO THE TRENCH
2. Sl .a.PU: WIRE H.NCiNC TO
THE POSTS.
4. BACKFILL ANO CCMPACT Tl-ff
EXCAVATED SOIL
FILTER FABRIC
EXTENSION OF FABRIC AND
~]RE (NT□ THE TRENCH.
CONSTRUCTION DETAILS FOR SILT FENCES
N.T.S.
1. SET THE STAKES.
3. STAPLE FILTER MATERIAL TO
STAKES AND EXTEND IT INTO
THE TRENCH.
PLAN
ELEVATION
2. EXCAVATE A 4"x4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
CONSTRUCTION OF A FILTER BARRIER
FLO\J
POINTS A SHOULD BE
HIGHER THAN B
A
PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY
FILTER BARRIER CONSTRUCTION DETAIL
'I, T .S.
Binding 'wire--,
or Twine
Filtered Runo
Lntr--encE>d
CROSS-SECTION OF A
PROPERLY INSTALLED STRAW BALE
STAKED HAY BALE
N.TS.
CoMpo.cted Soll to
Prevent Piping
Sed;Mo.nt Lo.den
Runoff
DRAWING INFORMATION
PRO..ECT NO.: 99001 ~ Environmental Consultants
Barnes, Ferland and Associates, Inc. SEDIMENTATION & EROSION CONTROL DETAILS DESIGNED BY: CEH
DRAWi'! BY: WKP
CHECl(EI) BY: PAB
DRAWING Fll.£: 99001ER3
-i---' -
DATE DRAWING NO.
ER-3
2/03/00
SCALE: NONE SHT.~OF~
NO. REVISIONS BY DA
" I
- ---,r:jg
ENVIROMENTAL, INC.
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
3: 1 Slope or Flatter
2' Min.
-Compacted Soil
R:/ {½~5; ~~~'ib'ib~§f>ft§J:/fb5 ~'ib~%~~
I
cut or fill slope 4.5' Min.
TEMPORARY DIVERSION DIKE
DIVERSION DIKE
N.T.S.
2. PLACE AND STAKE STRAW BALES.
1. EXCAVATE THE TRENCH.
J. WEDGE LOOSE STRAW 8ET\lt£EN
BALES.
4. BACKFILL AND COtrdPACT THE EXCAVATED SOIL.
CONSTRUCTION OF A HAY BALE BARRIER.
POINTS A SHOULD BE HIGHER THAN POINT 8
PROPER PLACEMENT OF HAY BALE BARRIER IN DRAINAGE WAY
HAY BALE BARRIER CONSTRUCTION DETAILS
N.T.S.
SILT FENCE W/ HAY BALES
TO BE IN PLACE UNTIL THE
COl.lPLETION OF THE PROJECT.
OUTLET PROTECTION
N.T.S.
DRAWING INFORMATION
PRO.ECT NO.: 0 DAlE HFA Environmental Consultants
, Barnes, Ferland and Associates, Inc. SEDIMENTATION & EROSION CONTROL DETAILS DESIGNED BY: CEH
DRA~ BY: WKP TWC 2/03/00
CHECKED BY: PAB
DRA!MNG FILE: 99001ER4 SCALE: AS SHOWN
-----,~ ,' ~--,;,-
., < ' / l . • • S
'-,,,
·•.·. ' t, •,i i.) ': ,; ' ' ' i
DRAWING NO.
ER-4
SHT. 32 OF 45
•
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DISTU~~ AREAS ,,
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,✓' END SECTION
.,_
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REMOVE ACCESS
RAMP AND TRUCK
SCALE ' \
\ '
___.,_.,..._-----------326---~~
\ \ \
\
-----~--------324'""7'::=-,,-.::.;:X
\
\ -----
REMOVE AND DISPOSE
',, OF LINER -:-----.....__
', ----\ \ \ \
', SC~RfF'Y-..SQTTOM OF
--------322------
------320---c-,-__ ---
.. -______ ,3.18-' ----
-----316 ---,,,-..,,::
/
-------314-'--__.313-·--·-.,,.,.,,,,-_ _ ___ ,Tef"-314 --.
..,--TOP 314--.....
BOTTOM 306
',, POND -~'-sa-c--------1~+----+1++----+-+-~ NEW LJNffi
\ ', I ··· --·f"OND
I --
SOD TOP-OF-BERM I INSTALL CONCRETE
---AND INSIDE SLOPE_____ I MllJERED-SEC-TION
OF'B£1t~-~---=-:--\~------_-_--_-.L.-1· ----_· -, 06 BOTTOM
·,,_ .,,,. T-\---\-~----------...---
-----------.. /'
,
. " '
/-.......... . '
\
\
Top-1-,...-~
lOP-+--
-=.:._----,,,.,:--312 .--+--~
----310--+---
--------------------~ ---------------\
,
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30"RCP
\ '·
REVISIONS BY DAT
i= I \:i
ENVIROMENTAL, INC.
---
_ MAJERJAL .P-RE-12ARA TION
--~ AREA --
,._-, g~R~DE I f
· REMOVE
', STORM WATER
',, TREATMENT
~YSTEM
30"RCP.. @
--..... ....._ ............
\
' -..... \ ,,_ -,
NOTE: SEE DRAWING C-6 FOR,
STO~M SEWER '~ROFILE '
I
I
' I
' I
\
\
24"RCP\
·c
' ',
INLEl\ TOP=326.0
.8_,.,.,_.
' ' ' ' \
'
' \ I \ I ... _____________ , I
I
I
I ,t I
I , ----·' 7-~---------~C 7 -
328-.o • •32s · .o 328.o•-',
PRE-ENGINEERED . ..i,·
BARN I
B" WIDE
CURB TYP,
~
DOUBLE INLET
TOP=327.0
, , . nn ___ :::::"-<r-''"'-----:.--~._,..-------RRQCESSI NQ
: . -------I AREA
: f¾;SAPT AREA !
I I ------
32a.o•
MATERIAL
~
i~~-
.......-----~
I
328.0 •
NLET
TOP=326.0
' ' ...._____. D \ ® I : c.o.
I I
---ct--
.327.6 327,6
I ~----=---=~e7~ REMOVE
\ ' \ • \
',, 324. 75 •
' ',
UTILITY --~~"'
----
-----
------
FLOOR DRAIN TYP.
.Ll--=-MlN.}--------
_____ ,,-16' WIDE
ACCESS ROAD • 324,50
__ / t---JOB ,, ________ _
_::.~,,--~-~'----',-1.-----,;--------'-----'-'lR.;;_A;;;;;ILE;;;;;R.,;,;S;__ ______ ..,...._324 ------/18~
1
CMP
":,,..._. ___ ...,.,. _ _.,;._;_:~=--.:._--------------'---322----------------322 -------!!----~'
~-''.:..1-1 ----.i.'1-1-----.:.\ _________________ ;,._ __ 320 -----------------_.,,_ .... -... ------....,,,...._-__ -_--,320--tt--
\ I -----..... ..._'"",,-----¥i,----...;',..., ...,,.-------'-----,------318 ------31 ~-----------""-""'_.,..._ ________ __,IN""V..,.--=3--15""~".:'"5..,...---,,,.
' , \ ---------------~.,---316 ---=--=c.:-c:;-_--_______ 315
...................
....................
" \ --
----, _ "~ .... , ....::::...-.... _ _ ___ --:--7i--___ Sf~-__ .. ___ . __ . __ -_;,._._--.::.... ..... -_
•~ ~'~ ,-)-~-~-~--,_ P~U~:"-; 'c'A~---"-~J~--r1
-,~ , ~~---~-•-~~-=-~~~-=-~~j' ~-~~-1_-----t"1-r.;;.-1.-:.t • _ • , ~-....... t 1 __
"' --EXISTING 4"'FM._ ___ _ ____ , REMOVE OVERFLOW TO
',,__ 'AfJER REMOVAL ---------,... . SILT FENCE REMAIN--~
OF STOBMWA TER
TREA TMOO-SYSID,,i _ __ ,---------~ ----------------------
--------------------------
--318 __ ......,__,
' . \ ' I -I I I -I I I'~ I I I ----.. ",
\ ' \ \
',, REMOVE STAKE'.11 ,,/
',, HAY BALES ',/ i
' I ' I I I
', I
' I , r,
, .
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
' ~ Environmental Consultants
Barnes, Ferland and Associates, Inc.
POST DETOXIFICATION
SITE DEMOLITION AND
RESTORATION PLAN
. . ',.• ..
'~. . -----' \ ' \ .... ----...__ . \ .............
...,_ ,.._ I
'-. . -...I I
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DRAWING IHF'ORMATIOH
PRO.ECT NO.: 99001
DESIGNED BY: CEH
DRA~ BY: WKP
OIECKED BY: P AB
"
I I
\ ' \
\
\
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DATE
2/03/00
DRAllrlNG FILE: 99001ER1 SCALE: 1 =30
\
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DRAllrlNG NO,
R-1
NO.
CERTIFIED
TRUCK SCALE
____,,~ 6" 6" CURB
MOUNTABLE CURB ---~
EXCAVATED
STOCK PILE
AREA
MATERIAL PREPARATION
AREA
~STORM WATER
TREATMENT
SYSTEM
CONCRETE
STRUCTURAL NOTES: ASPHALT
b I . . • • ..
d
• .
•
• .. .
1 /2" PREMOLDED
JOINT FILLER
CONCRETE SLAB
• . •
• . • • • • •• • . • • 1 •
]6" . •
• •
CURB SECTION IN CONCRETE AREAS
SCALE: N.T.S.
REVISIONS BY DATE
i:: 11:i
I
I
I
I
I
I
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BLE~DED
STOCKPILE
PRE-ENGINEERED
BARN
TREATED MATERIAL
ARtA
PROCESSING
AREA i----MOUNTABLE
CURB
(BBCD AND CBCD)
PRE-ENGINEERED
~-PRECAST .. CONCRETE
. . . • TEMPORARY>
BARRIER
WALLS~~-
METAL BUILDING\ . . · .
',--\_ -----7 PROCESSING
AREA . (LBCD) .·
STORMWATER
STRUCTURES (TYP.)
l!)
")
I I
PCSAPT AREA I
I I
_,______~ ----- - -
I ,a· .
PI.AN -WORKING, STORAGE AND EQUIPMENT AREA
0 1 O' 20' 40'
TREATED MATERIAL
STORAGE AREA
~'-"W-PRECAST .
60'
.. CONCRETE
TEMPORARY
BARRIER
WALLS
- -
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
----GRAPHIC SCALE: 1"= 20'-0"
CONCRETE CURB
ASPHALT ..
CURB SECTION IN ASPHALT AREAS
SCALE: N.T.S.
3/4" R
7-1/2" STD.
fi' MIN.--,
1 '-6" g•
3/4" R
,
.. 4 .:i .. . . . . . . . . .. .. ..
3/4" R
MOUNTABLE CURB DETAIL
SCALE: N.T.S.
DRAWING INFORMATION
PROJECT NO.: 99001
STRUCTURAL -PLAN , SECTIONS & DETAILS DESIGNED BY: CEH
OR,_l!IN BY:
DATE
ENVIROMENTAL, INC. WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
l$ EA Environmental Consultants
'/3arnes, Ferland and Associates, Inc.
a!ECKED BY:
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PAB
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OR,__G NO.
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SCALE: 1/4"=1'-0"
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L_ ACCESS DOOR WITH \_
REVISIONS BY DATE --------=• \:I
WEST ELEVATION
SCALE: 1/4"=1'-0"
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
ENVIROMENTAL, INC. WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
I HFA Environmental Consultants
Barnes, Ferland and Associates, Inc.
. . ·,• '
WlNDOW 12' WlDE x 12' HIGH COILING DOOR
(COORDINATE LOCATION W/ EQUIPMENT
LAYOUT)
PCSAPT PROCESS BUILDING
PRE-ENGINEERED METAL BUILDING
PLAN AND ELEVATIONS
SOUTH ELEVATION
SCALE: 1/4"=1'-0"
DRAWING INFORMATION
PRO..ECT NO.: 99001
DESIGNm BY: CEH
DRAIIN BY: WKP/TWC
CHECKED BY: PAB
DRAWING F1lE;
DATE DRAWING NO.
2/03/00
S-2
SCALE: AS SHOWN SHT.~ 45
--
NO.
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REQUIRED TO CLEAR
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DATE - -- -- -a;;; I \ii
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NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
1
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
END ELEVATION
SCALE: 1 /1611 =1 1-011
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SCALE: 1/16"=1'-0"
DRAWING INFORMATION DATE ORAIIING NO. --.
PRo.ECT HO.: 99001
OESIGN£0 BY: CEH S-3
ORAIIN BY: WKP/TWC 2/03/00
CHECKED BY: PAB
SHT. 36 Of 45 DRAIIING Fll.E: SCALE: AS SHOWN
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ELECTRICAL-MECHANICAL-INSTRUMENTATION
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NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
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DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
T
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Barnes, Ferland and Associates, Inc. ELECTRICAL -SITE PLAN
DRAWING INFORMATION DATE DRA'MNG NO.
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DESIGNED BY: WCH E-1
DRAIIN BY: JMK JAN. 2000
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1000"1 HPS 7X7 FLOODLIGHT, SUITABLE
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(6)-4" PVC W/3-600KCMIL _____ _,,/
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& 1#4/0N EA.
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STRUCTURE LIGHTING STANDARD TYPE B
N.T.S.
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
BFA Environmental Consultants
Barnes, Ferland and Associates, Inc. ELECTRICAL -POWER RISER
NOT FOR CONSTRUCTION PURPOSES
DRA'MNG INFORMATION DAlE DRAIMNG NO.
PROJECT NO.: 99001
DESIGNED BY: WCH E-2
DRAM,J BY: JMK JAN. 2000
CHECKED BY: WCH
SHT.~ 45 DRAIIING FILE: 99001C3 SCALE: AS SHOWN
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ACCESS
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TR~TMENT SY TEM
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EXCAVATED
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REVISIONS BY DATE -- --,r;:jg
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NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
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16' l\40£ ACCESS ROAD
DIVISION Of WASTE MANAGEMENT BFA Environmental Consultants
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT Barnes, Ferland and Associates, Inc.
I •
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TREATED MATERIAL
LBCO COOlROI..S TREATED MATERIAL
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DRAWING INFORMATION DATE DRAIIING NO.
PRO.ECT NO.: 9 0 1 PFD-200 DESIGNED BY: CEH
ORA'IIN BY: TWC 2/03/00
CHEa<ED BY: PAB
SHT.~OF~ DRAWING F1lE: PFD-200 SCALE: , .. "" o·
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NO. REVISIONS
0
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MATERIAL
TRUCK SCALE
PUG MILL
DISCHARGE
STACKER
-------------►
STOCKPILE ,---►
BY
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DATE - ---s;; I \ii
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SCREEN OVERSIZE r----------------------------------------------7 ---------------------, I I
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TO BBCD SYSTEM
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NORTI-1 CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
PUG MILL
PUG MILL
FEED CONVEYOR
HOPPER CONVEYOR
DIVISION OF WASTE MANAGEMENT BFA Environmental Consultants
Barnes, Ferland and Associates, Inc. MATERIAL PREPARATION PROCESS FLOW DIAGRAM
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
LEGEND:
------------
-------
-·-·-·-·-·-·-·-·-
-··--·-··-··-··-··-··-
DRAWING INFORMATION
PRC>.ECT NO.: 99 01
DESIGNED BY: CEH
DRAl'IN BY: WKP TWC
FUEL, N2 & AIR
SOLID MATERIAL
LIQUID
GAS & VAPORS
COOLING WATER
PROCESS WATER
DATE DRA'MNG NO.
2/03/00
PFD-201
CHECKED BY: P AB
t-;DR=A='MN=c-==-=---_---=SCAI.E:~-N..--a. T=.s.----1 SHT. 40 OF 4ti
NO.
1 -{DWG PFD-2011
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INERT GAS
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BY DATE - - --,r;:jg
ENVIROMENT AL, INC.
"" CBCP $TACKING CONVEYOR
JBAYEBSING
UNPfR CARRIAGE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
-~ I
I
(OWG PFD-20.}--· · - · · _j
TO NON CONTACT
CONDENSERS (BBCD)
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BLOW DOWN
TO WA"IER STORAGE
TANK TO CBCD
STEAM
SCRUBBER
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CBCP TREATED SOIi STOCKPU f
CHU I FD WATfR
BECIRCUI AJION
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TO CBCD
WESP
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FROM IOWG PFD-203>--1
BBCD
--< CITY WA"IER
~ Environmental Consultants
rnes, Ferland and Associates, Inc. CBCD PROCESS FLOW DIAGRAM
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L--·-·-·-·-·-·-·---1-.t
CARBON 8EO EMEBGENCX
BYPASS
.._ ____ ..,
LEGEND:
FUEL. N2 & -'JR
SOLID MATERIAL
----------LIQUID
GAS & VAPORS
COOLING WATER
PROCESS WATER
_wm;;
WHERE TWO PUMPS ARE SHOWN, ONE IS
OPERATING AND ONE IS A SPARE.
DRA'MNG INFORMATION DATE PROJECT NO.: 99001
DESIGNED BY: CEH
DR,._l\tj BY: WKP TWC 2/03/00
CHECKED BY: PAB
DRA'MNG ALE: -SCA1.E: AS SHOWN
DRA'MNG NO.
PFD-202
SHT.~OF 45
NO.
BBCP BURNER
COMBUSDON
AIR FAN
•
BURNER EXHAUST
TO ATMOSPHERE
HYDRAUUC
PRIVE UNIT
BBCD FEED
CON\/EYOR
DWG PFD-206 >----,--+-e 1--~--~----'-----t DWG PFD-205
TO
FROM FUEL
OIL TANK DUPLEX
OIL PUMPS
DWG PFD-2061---~------------'
TO FUEL
OIL TANK
LBCD REACTOR
HEATING UNIT
I I I I I I L I L I
--,
t
.flB.CD
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CYCLONE
COi I ECTION
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r-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-•-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··1-··-··-··-··-··-··-··-··-··1
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OUT I
SECONDARY
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CONDENSATE CENTRIFUGE
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PROPANE TANK TO
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ATMOSPHERE
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CARBON REP
EMERGENCY
BYPASS
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WATER STORAGE I J ,--~~-+---------
BBCP STEAM PUMP5
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TO CHlll.ER
!owG PFD-202)-.. -.. -. --.. -.. -.. _ ··-........ __ .. _. __ .. _ .. ____ . __ .. ___ _J
FROM CHlll.ER
L--·-·-·-·-·-·-·-·--1 EMERGENCY BYPASS
t I I
' /1\ LEGEND:
L I L I L I L I L I L I I I I I L I L I FUEL, N2 & AIR
SOLID MATERIAL
BBCD lllSGl:IABGf/.COQLING SCRJcW
REVISIONS BY DATE ---=• \a ENVIROMENTAL, INC.
IBEATfll
STOCK PILE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION ~ WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
-----------LIQUID
GAS&: VAf'ORS
COOLING WATER
PROCESS WATER
Barnes, Ferland and Associates, Inc. BBCD PROCESS FLOW DIAGRAM
,.,-;-, , "-~--;~r: ??? •1_ ,::~.
·.: .. ·.'':·
NOTE:
WHERE TWO PUMPS ARE SHOWN, ONE IS
OPERATING AND ONE IS A SPARE.
DRAWING INFORMATION
PROJECT NO.: 99001
DESIGNED BY: CEH
DRA\\N BY: TWC
CHE0CED BY: PAB
DATE
2/03/00
DRA'MNG FILE: 202 SCALE: N. T.S.
DRAWING NO.
PFD-203
SHT. 420F~
NO.
IDWG PFD-203)-----7
FROM BBCD I
CONDENSATE
TRANSFER PUMP
BBCD
CENTRIFUGE
FEED TANK
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REVISIONS
CENTRIFUGE
FEED PUMP
BY DATE
-
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, LIGHT ORGANICS
TO LBCD ORGANIC PROCESS CONDENSATE SEPARATION SYSTEM ,--BBCD
CENTRIFUGI; / ri FEED TANK
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FROM CBCD _j SYSTEM Vl,---_ _J ,----<DWG PFD-2051
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TANK
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STORAGE
TANK
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i L---------7 AQUEOUS PHASE TREATMENT SYSTEM
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SAND FILTER
a-----L/. .__ _________ ___
,_______, -7
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-
BACKWASH
PUMPS I
CARBON
1---------i
CARBON
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TO WATER STORAGE
TANK
AQUEUOS PHASE
TREATMENT FEED
PUMPS
L _______ ~ACKWA~-------< DWG PFD-206 I
FROM
WATER STORAGE
TANK
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! TO LBCD
ORGANIC FEED
TANK
LEGEND:
---------
fillJL
FUEL. N2 & AIR
SOLID MATERIAi..
LIQUID
GAS & VAPORS
COOLING WATER
PROCESS WATER
WHERE TWO PUMPS ARE SHOWN, ONE IS
OPERATING AND ONE IS A SPARE.
- - --~,a
ENVIROMENTAL, INC.
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
·.' . '
HFA Environmental Consultants
Barnes, Ferland and Associates, Inc.
I '' :;:;,.):.}·: ii\: :,;:,\' .. ( J ,
. ,
,, ' •.:: :r
PCSAPT
PROCESS FLOW DIAGRAM
DRAWING INFORMATION
PRo.ECT NO.: 9,uu1
DESIGNED BY: CEH
DRAYIN BY: TWC
CHECKED BY: PAB
DRA'MNG FILE: -
DATE DRAWING NO.
PF-204
2/03/00
SCALE: AS SHOWN SHT. 430F~
NO.
&
&
-,, &
4'-&
1"-•.
No. 2 FUEL OIL TANK
.---~/DWG PFD-202
FROM DUPLEX
OIL PUMPS CBCD
'----~'DWG PFD-203 I
FROM DUPLEX
OIL PUMPS BBCD
,---~: DWG PFD-202
TO CBCD
DUPLEX FUEL PUMPS
'--~: DWG PFD-203
TO BBCD
DUPLEX FUEL PUMPS
NITROGEN
CYLINDERS
REVISIONS
/
t---------i: DWG PFD-202
TO CBCD SEALS
& WESP
PROPANE TANK
DWG PFD-202
TO CBCD
DWG PFD-203
TO BBCD
TO EMERGENCY
GENERATOR
PLANT AIR COMPRESSOR
WITH DESICCANT DRYER 1---;_ _____ _
TO CBCD
TO BBCD
TO CBCD VRS
TO BBCD VRS
TO GENERAL PURPOSE PLANT
TO PCSAPT
TO LBCD
BY DATE --- ---a -----=• ENVIROMENTAL, INC.
1
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT
WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT
( DWG PFD-202 h
TO CBCD I
I
I
( DWG PFD-203 H
TO BBCD t
I
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~------L,r
FROM
COOLING
TOWER
CITY
MAKE-UP
WATER
'\ '--1 -
WATER
STORAGE TANK
TREATED WATER
FEED PUMPS
I ~-------____.
'-.I
TREATED WATER
FEED PUMP
· HFA Environmental Consultants
Barnes, Ferland and Associates, Inc.
I
I
COMMON SYSTEMS
PROCESS FLOW DIAGRAM
LEGEND:
FUEL, N2 & AIR
SOLID MATERIAL
---------LIQUID
GAS & VAPORS
COOLING WATER
PROCESS WATER
DRAWING INFORMATION DRA'MNG NO.
PRO.ECT NO.: 99001 DATE
DESIGNED BY: CEH
DRAIIN BY: TWC 2/03/00 PFD-206
CHEa<EO BY, PAB
DRA'MNQ Fl.£: SCALE: AS SHOWN SHT. 45 Of' 45