WQ0005555_Site Plans/Maps_20190619

ro
z
Ld
U
Q
z
z
Ft Ft 1472 ApLir 1 C) 14 PER
LOCATION MAP
SUMMARY OF WORK:
• NEW DISSOLVED AIR FLOTATION SYSTEM
• NEW 2 METER BELT PRESS
MIT RENEWAL
WEYERHAEUSER NR COMPANY
Weyerhaeuser
ELKIN, NORTH CAROLINA
RECORD DRAWINGS FOR
PERMIT WQ0005555
Vicinity Map
NOT TO SCALE
PROJECT CONTACTS
OWN ER:
DENNIS ATKINSON
WEYERHAEUSER NR COMPANY
524 PRIDE WAY
ELKIN, NC 28621
(P) [phone]
[e-mail]
www.weyerhaeuser.com
INDEX OF SHEETS
EN GI EER:
KRISTA PAREDES—TOLEDO, PE
AECOM TECHNICAL SERVICES OF NC
1600 PERIMETER PARK DRIVE, SUITE
MORRISVILLE, NC 27560
(P) [phone]
[e-mail]
www.cecom.com
COVER SHEET
OVERALL SITE PLAN
PLANT AREA SITE PLAN
SPRAY FIELD AREA/SOILS MAP
PROCESS FLOW DIAGRAM
BELT PRESS GENERAL ARRANGEMENT
BELT PRESS ROLLER CONFIGURATION
WASTEWATER TREATMENT PLAN GENERAL ARRANGEMENT
WASTEWATER TREATMENT SECTION GENERAL ARRANGEMENT
WASTEWATER TREATMENT PIPING PLAN GROUND FLOOR
WASTEWATER TREATMENT PARTIAL PIPING PLAN GROUND FLOOR
WASTEWATER
TREATMENT PIPING SECTIONS AND DETAILS
WASTEWATER
TREATMENT PIPING SECTIONS AND DETAILS
MECHANICAL
WATER TREATMENT — PRESS
PIPING &
INSTRUMENT DIAGRAM
MECHANICAL
WATER TREATMENT — DAF
PIPING &
INSTRUMENT DIAGRAM
REVERSE OSMOSIS GENERAL ARRANGEMENT
REVERSE OSMOSIS PNID DRAWINGS
00
01
02
03
04
05
06
07
08
09
10
12
13
14
15
16-36
Em
RECORD
DRAWING
w
Q
0
� z
z 0
0
Un of
C-'
Ld w
ll� o
0
z
m
0
�
m
m
z
m
w
m
o
m
p
o
w
w
w
>
Ld
Z:
z
Z*k
CD
�k
� �
U z4tz
of �
O
�4k
U�
Qz4z
w Z*k
a-Z#�
Elf
w
k
c
2 Z'k
a- Z4*z
0
0
U
Q
Nr\
oaJ 7l,%
NN
•
Q)
� � • ofti
�Q•cn
J C 14
Qco
•��
cn
a
0� y 0
i
o
co
',ZZ����IIIIIIII�
Q
0
co
O
CoLo
I;t
(o
Itt
L
L
N
�
O
U)
(B
a'
N
Z
O
C)
LL
LLUa�O
0
�Co
V
0-
LU
N
w J
Q
'
Co
Cn
'
(�
z
LU
Z
a)
�
.f>
O
L
o
0co��
Q
w
w
w
Cn
w
0
ISSUE:
n,
wW
z
0�
Q
00
ll� U
n-
w
U
Qw
W
�
LLJ
>—
>WV)Z
Z
(n
D
Q
0
W
a-
O
�Q-5
ED
F-
W
W
3�:CW�
f_
Z
C/)
Q
LLJ
Q
z
C)
0
z
z_
Y
J
W
AECOM SHEET I.D.
PROJECT NO.
00
60599459
1 OF 36

1
PROPERTY OWNERS
NAME
ADDRESS
PARCEL #
LARRY WILLIAM WAGONER
260 GENTRY RD
1
ECMD INC
296 GENTRY RD
2
MVP GROUP INTERNATIONAL INC
430 GENTRY RD
3
ECMD INC
541 GENTRY RD
4
PARK MICHAEL D 2
GENTRY RD
5
MARK DOUGLAS COMBS & CINDY R. COMBS
172 ROCKY FOREST TRL
6
MARK DOUGLAS COMBS & CINDY R. COMBS
172 ROCKY FOREST TRL
7
EAST ELKIN FULL GOSPEL CHURCH
3740 FALL CREEK RD
8
FRANKLIN D. SLOOP, JR. & MELANIE T. SLOOP
11937 NC 268
9
PROPES FRANKIE SHAW
138 SONATA LN
10
WILLIAM R. WALKER & JUDY M. WALKER
192 FOREST HILLS LN
11
BENTON APRIL LESLIE
11813 NC 268
12
DAVID G. PHILLIPS & LINDA J. PHILLIPS
156 WORTH MONEY LN
13
DAVID G. PHILLIPS & LINDA J. PHILLIPS
156 WORTH MONEY LN
14
DAVID G. PHILLIPS & LINDA J. PHILLIPS
156 WORTH MONEY LN
15
BLACKMAN GENEVIEVE WINDLE
11739 NC HIGHWAY 268 W
16
ROYALL JOSEPH & ROYALL LAKEN
115 WORTH MONEY LN
17
SECUNDINO MARCO ANTONIO & NUNEZ MANDUJANO ANA
JESSICA
11701 NC 268
18
CHARLIE JOHNSON AND LINDA LEE JOHNSON
11683 NC 268
19
MINOR TIMOTHY LEWIS & MINOR CATHY BINKLEY
11673 NC 268
20
WEYERHAEUSER NR COMPANY
NC 268
21
WEYERHAEUSER NR COMPANY
NC 268
22
HENRY R. HELMS
11531 NC 268
23
HENRY R. HELMS
11469 NC 268
24
GREGG ERIC R
GENTRY RD
25
YVSA PUMP STATION
0
MONITORING WELLS
WELL
NO
LATITUDE
LONGITUDE
MW-12
N 36.25061
W
80.79422
MW-10
N 36.25346
W
80.79185
MW-11
N 36.25523
W
80.79602
MW-5
N 36.25568
W
80.79340
MW-4
N 36.25204
W
80.79044
MW-9
N 36.25688
W
80.78751
MW-8
N 36.25782
W
80.78787
MW-7
N 36.25804
W
80.78827
MW-6
N 36.25828
W
80.78904
LL
500' BLDG SETBACK
(TYP.) /
I N
3
'� 0
\� "N.C. Higl
68»
do
I \
I ►/
Gunn
come
L
4
20
(
f
I �
19
rs
15
14
1 \
�JK,
\ I \ III
�\
O
1i11
\\\
I \
1 1
�
I o�d ! I ��
� � I
)'oitst L",
/-
100' WELL BUFFER i
1\ Ix
/ /' _ 1 / '%% _
'�±• 1 /j 9SPRAY FIELDS _
(TYP.)
g
a
10
/
doommmmoo
1
1 \1 v
all
100' SURFACE WATER
J
�4
SR 1
"GEN ROAD"
\\ \ t------,.-_
1
•
\
\ i
I i i I ;
\ I I
� J
\\.\\I
420,000 GAL
100
DENITRIFICATION
I
AERATION POND
INTERMITTENT
— STREAM I a
\\\ \� \
SETBACK
j
\ -A
\ \ I \ \ \ � WOOD YARD
\`\
1 I I I ♦ 1 � 1 \\\ �\ / I III � � /< \ I� \ \�\��\\ i ��/
\♦ i\ � ; 1 \ \ UNNAMED I I ; \. \ ��\ \ -- o
\�, \ \ TRIBUTARY, I
I ♦ \ 1 \ \ "./ \ / \ TREATMENT
\ BUILDING
STORMWATER
\ 1 \ BASIN
STORMWATER \ \ \ ; \ DITCH
\
10I
SWIRL
(WA1,CONCENTRATOR q\ \\o�
\\ SETBACK `� I \� T T ),rc__x�1 I
g
\\ 125' REVIEW A�� ��I -�`h 'I I
I� I�\� BOUNDARY;
' \ �\
2 ,f1L >-.I;;-
N
_ __ _-- — — — /
0
PLANT
IN
\\ STORMWATER
\1.i
POND
7=
150' PROPERTY LINE
SETBACK (TYP.)
420,000 GAL
STORAGE POND
_ 840,000 SETTLING/
EQUALIZATION POND
840,000 GALLON MAKE—UP
POND
r
O.
h/ Ax,i/ i \�
\ \\\ ---�� / ��\
oop
A
�// ' / / /
125 REVIEW
.01
BOUNDARY
RP;SRO r j
/
//
oe
250'
vv 100—YR --eae
\\ FLOODPLAIN 100' SURFACE WATER
\ \ \\ SETBACK
/ COMPLIANCE
BOUNDARY
.000,�
100' YADKIN VALLEY
RAILROAD R/W
DITCH
100—YR
FLOODPLAIN
0
NOTES:
1. AECOM DOES NOT GUARANTEE THE ACCURACY OF THE RECORD
DRAWINGS.
2. LOCATIONS AND INFORMATION SHOWN BASED UPON GIS DATA,
DATA PROVIDED BY WEYERHAEUSER NR COMPANY, AND SURVEY
CONDUCTED BY BIG EAGLE SURVEYING, APRIL 2013.
3. FIELD NAMES CAN BE FOUND ON SHEET 03.
Z
150' 0 300'
to
= 300'
RECORD
DRAWINGS
O
Z
z
w
m
�
c
co
m
o
w
m
p
w
o
w
>
O Z4:z
z
0
Z4�z
z
3:
¢ Z4:z
w
of
m
m
w :Z
0
�
_
U
m Z4�
Q
`````���IIIII00�A
ON
• O
�Q•cn
J N
Q(,'do
• Oso
•��
00
•�
w
Q-
a _
r
•
co
���I11111111���
Q
0
c6
0
U
c-�
^ r
'
II CD
O
N
(n
Z
(� rn
N
Q0
a p LL
O
U
c>3
U °z
o0
�wJ
Q
co
Z
w
z
N o
.L o
oo
pco��
U
w
Q
z
~
z
Q
�
cf)
a
W
LL
~
W
z
cn
U
OI
I
�Q
J
(<
LJ—
_
LLJ
O
w
Cj�
w
<
o
11
LI
U
Q
LLJ
N
Q
Z
W
>
Lu
LiJ
z
o
z
_D
Q
Q
O
LiJ
c)
UO=�
OU
F—
Lu
O
Z
Q
~
Z
LLI
z
J
(/)
w
u Q
W
0
ISSUE:
SHEET I.D.
AECOM
PROJECT
N0.
01
60599459
2
of 36

Oo a�
U / -
RaN, REVERSE OSMOSIS O� �a °�i° NORTH
o X �/ Ma'�PC�° SYSTEM °� CLARIFIER Q
/� 0 25 0 50 0
1"=50'
m
O
o
z \ S
/ / \ JIV�
\ _11 z
Lu
} \ (J� 6 FIRE MAIN / TREATMENT BUILDING WEYERHAEUSER PLANT /�� LLJ W
\ / CONTAINING DAF AND s / O BUILDING
U /
w BELT PRESS
\ \ \\
/ / /
Ld
aLd
o \ \
\ \ w m m
\ m
w / \ �/ \ S. o Lw
wLLJ a 0 o >
o \ O W Z Z Y O
r
O Q Wk
U Q
♦♦``�P • • 00
O
z
/ \ °Ld ° °y / //
0
U \ \ / / K ♦ di
LLJ
000.
Q
Ld
IK
/
H I � .lJ r
/ \ / U L
/ / \ MAKE-UP N
Q POND \
/ WATER
/ (840,000 GAL \ // — `L - "
U o 20
Lu
\ \ (n r
LLJ/ \ / / �, \ �z� �w
N SEWER/LIFT STATION / / \ ` \ / \ a� 0
U \\ / _°� z
/ \ \ / MAKEUP WATER \ / WOOD YARD \ \
\. ��
N \ \ // FROM RIVER \ °' .L °
o
/ \� SETTLING / EQUALIZATION \ �\ O co
POND / (840,000 GAL) \ / I \ w \ /
� 1 ��� \ 1 �� BACKWASH LINES \ / Q
/ \ / \�
o
cf,
/�� `/ / Q Q
ORAGE POND / i \ / w w w
/ (420,000 GAL) / \ / % \ / Q
/ /fz< 0
Q
Q
ITRIFICATION/
ERATION POND
W w
a �o (420,000 GAL) 0 / �/ / W Q
n / /
n \ / - / /
ti\ - / WOODYARD \ / / w
\� i
\ / / UNDERDRAINS \ / z
>wcnz o
r \ / LINE TO SPRAY / /'o-o Q
z cn o
FIELDS WOOD YARD / O w �
w / UOQ� _
O
Mt —Mb \ / ---� / �wwU z
M
wz Y
n /LLILd
n
/ / / �U)
i �'%� u Q
0 / / \
r / NOTES:
/ g
\ 1. AECOM DOES NOT GUARANTEE THE ACCURACY OF THE RECORD ISSUE:
/ \
_ DRAWINGS.
RECORD
z 2. LOCATIONS AND INFORMATION SHOWN BASED UPON GIS DATA, AECOM SHEET I.D.
\ DATA PROVIDED BY WEYERHAEUSER NR COMPANY, AND SURVEY DRAWINGS PROJECT N0.
CONDUCTED BY BIG EAGLE SURVEYING, APRIL 2013. 02
� r \ 60599459
/ 3 of 36

SPRINKLER FIELD SUMMARY
FIELD
WETTED AREA (RADIUS)
WETTED AREA
(ACRES)
SPRINKLER HEAD
NUMBERS
ZONE A
ZONE B
01
110,
120'
1.91
-
02
110,
114'
2.17
-
03
95'
105'
2.17
-
04
110,
105'
2.17
-
05
98'
95
1.30
-
06
122'
120'
2.29
-
07
142'
140'
2.01
-
08
117'
114'
2.08
-
A
-
—
2.80
Al THRU A-19
B
-
—
2.56
B-1 TH RU B-16
CS
-
—
1.24
CS-1 THRU CS-8
CN
-
—
1.96
CN-1 THRU C-12
NOTES:
1. FIELDS 01 THRU 08 ARE BROKEN UP INTO ZONES A AND B.
2. NOT ALL SPRINKLER HEADS ARE LABELED.
w
0
J
0
w
0
z
O
0
0
W
U
O
O
Df
m
FeD2
FIELD 06
(ZONE B)
-4
FeD2 «.e
FeD2
SOIL LEGEND
MAP UNIT SYMBOL
MAP UNIT
NAME
BbB
Braddock fine sandy loam, 2 to
8 percent slopes
BbD
Braddock fine sandy loam, 8 to
15 percent slopes
CsA
Colvard and Suches soils, 0 to
3 percent slopes,
occasionally flooded.
FeB2
Fairview sandy clay loam, 2 to
8 percent slopes,
moderately eroded
FeC2
Fairview sandy clay loam, 8 to
15 percent slopes,
moderately eroded
FeD2
Fairview sandy clay loam, 15 to
25 percent slopes,
moderately eroded
Ud
Udorthents, loamy
Ur
Urban Land
W
Water
'L
CS-7
bB
_D 05
NE B)
CS-6
i
ZONEB)
�I
I� \
FIELD 08
(ZONE A) ��;le� `
FIELD 08
(ZONE B)
B-15
FeC2
9�
f�Aff
it'
Y
V10
1 or,
1 R."D
A-10
A-12
A-13
B-16
�ppYR
100'�
100��
p0`(R
MM
A-11
(ZONE A)
FeC2
A-16
A-14 / ■ A-17
A-15
BbD
i
FIELD 07 � r���� P
(ZONE B) ,�,R�
I
�
FIELD 04
(ZONE B)
r
»=100'
z
CD
z
W
m
m 0
0
w
z
m
Z
0 L�J
w >
��
o�Q
CDZ:44�3:
w
�
U r
El
on
�A'IRV
As
v \ • ,o• \o,
Ld
CO
dw
KK
/
\\
\ o
� ,
-
o
�CCDLO
U V r
/
'^
CD
\
0L U p t O
Q
_ cu p
r w U
vJ 'lot
2 z J
Lu
U
>\
L Z
N > c
N � o
o °
OCO��
0
Lu
\�\ (R
NQ1
\100
�i o! ✓
\
U
loop
--- V)
C::� a
\ 1001R W Q
N
W
CsA W
NOTES:
/ 1. AECOM DOES NOT GUARANTEE THE ACCURACY OF THE RECORD
DRAWINGS.
/ 2. LOCATIONS AND INFORMATION SHOWN BASED UPON GIS DATA, RECORD
DATA PROVIDED BY WEYERHAEUSER NR COMPANY, AND SURVEY DRAWINGS
CONDUCTED BY BIG EAGLE SURVEYING, APRIL 2013.
z
0
w
V/
Cn
<>-o
w
LLI
LLI
<
V
o0o,
>-
>LLI
z
>LucnZ
LLJ
o
zccnD<
O
LiJ
c�
�(�
w
0
z
QF—
>-
�
z
LLJ
w
.
cn
u
W
Q
0
01
------- I
ISSUE:
AECOM SHEET I.D.
PROJECT NO.
60599459 03
4 OF 36

U
0
a
_
0
r
a
0
0
m
0
0
z
0
a
z
0
z
0
J
Q
U
d
H LA
0
Q
U
w
a
w
0
LL
Cn
w
0
0
0
w
0
z
0
w
0
0
af
U
0
0
0
m
0
T
QUENCH and
PRE -SCRUBBER
900-1060 GPM
377 GPM MAX (PLC TIMED
MULTIPLE TIMES/DAY
ESP SIDE HILT
SCREEN
(1)
1060 GPM
5625 Ib/D (UMG)
I
SIDE HILI
SCREEN
(2)
SIDE HILI
SCREEN
(3)
600-1900 GPM
6360 Ib/D (UMG)
BUNKER
20 TO 35 GPM
NOTES:
(1) UMG= Old LOADING info from United McGill
and UMG WESP Project Team; NOT ACTUAL
FROM WESPS
35 TO 65 GPM 150-350 GPM CAUSTIC FLUSH C
(ESTIMATED CONDENSATE) 3 MINUTE FLUSH EVERY HOUR
735 Ib/D (UMG) PLC CONTROLLED TURBOSONIC WESP
YVSA
YADKIN VALLEY
SEWER AUTHORITY
GPS: LAT. 36.255235
LONG.-80.788737
SEWER LIFT
STATION EL13901
84 GPM CAP.
(60,000 GPD MAX.)
(SEE URS PROJECT 31829771)
kCID PUMP
1,000 GAL
TANK
175 GPM
DEFOAMER
SURGE
TANK
4800 GAL.
WORKING VOL.
STORMWATER FROM
CONTAINMENT
377 GPM MAX (PLC TIMED)
ENTRIFUGE MULTIPLE TIMES/DAY
AR960014 0
20-140 GPM
. 600-1900 GPM 20-031 OVERFLOW (CLEAN)
2023 mg/I TSS WATER
& 6912 Ib/D (UMG) CENTRIFU E
FEED PUM11 #1 500 GPD COOLING
TOWER BLOWDOWN
R.O. FILTRATE
SCUM
DAF FILTRATE
FLOCCULATING
PUMPS CLARIFIER N7 600-1900 GPM
(2) 401 mg/I (UMG)
1327 Ib/D (UMG)
FROM SAND
FILTERS
SLUDGE 35' dia. X 13' SWD
NORM.CLOSED
DRAIN 600 GPM 3"
(BUNKER
SOLIDS
APPROX.
8-25 Yd/D
MAKEUP
C❑NTAINMENT WATER OR DAF SLUDGE
DRAIN & DAF FILTRATE
WASH SUMP
NZ
R.O. FILTRATE r WASTE WATER
PURIFIED WATER REVERSE TREATMENT PHASE II
UV (4) OSMOSIS EL15911 BELT PRESS
(R.0)
SEE DWG
0151-105-56110-D0002-0001
CONCENTRATE R.O. FILTRATE T
APPROX.
25-300 GPM
OLIDS
WASTE WATER
TREATMENT PHASE I
EL13904 DAF OVER
SEE DWG FLOW
0151-105-56110-D0001-0001 500 gal
DAF FILTRATE
BUFFER
TANK
TO PRESS
SLUDGE
STORAGE
TANK
1400 GAL.
DRKING VOL.
SL3
TO CLEAN WATER
TANK OR R.O.
WASH ~
GPS' LAT 36 254264
TO CLEAN WATER TO
TANK, CLARIFIER,
OR OTHER REUSE TO CLEAN TO HOLDING TANK
NEEDS WATER TANK OFF -SITE DISPOSAL
EVAPORATOR/ OR CLARIFIER
OFF -SITE
DISPOSAL
SELECT VALVE FOR
WASTE OR FRESH WATER
NORM. OPEN NORM.CLOSED
LONG.-80.785199
2 100 — 200 GPM CAP.
FM (11,000 GPD MAX.)
SANITARY
PUMPING
STATION
AR950004
(SEE DWG.D260P-BEK-024-00)
BACK FLUSH
WATER
300 GPM (4 MIN./HOUR) = 28,800 GPD
WET
SHUT OFF
STORAGE
WELL
VALVE
POND
STORAGE
PUMP
PRIMARY SETTLING
POND
WET
WELL -0�
MAKE-UP
PUMP
WATER
WESP BLOW DOWN
FLOATING
POND
BAFFLE
840,000 GAL.
NORM.7F
420,000 GAL.
440,000 GAL.
840,000 GAL.
OPEN
NORM.CLOSED
900-1060 GPM
WESP HOT FLUSH
EXCHANGER
10-60 GPM @ 110-210 F
BLOW
DOWN
PUMP
C1.M78
250 GPM
CLEAN WATER
STORAGE
10,000 GAL.
WORKING VOL.
LEAN WA ER
BLOW DOWN
PUMP #1
100 — 250 GPM CAP.
(28,800 GPD MAX.)
GPS: LAT. 36.254372
LONG.-80.786614
HEATED
WASHWATER
TANK
1500 GAL
12
SPRAY
FIELDS
24.66 ACRES
124 GPM
11.
CAUSTIC TANKS
KOH @ 45% sol.
2 X 1500 GAL
377 GPM MAX (PLC TIMED
MULTIPLE TIMES/DAY
WESP
QUENCH
PRE -SCRUBBER
PUMPS 900-1060 GPM
(2 )
RECORD
DRAWINGS
N OTES:
1. AECOM DOES NOT GUARANTEE THE ACCURACY OF THE RECORD
DRAWINGS.
2. INFORMATION SHOWN BASED UPON DATA PROVIDED BY WEYERHAEUSER
NR COMPANY.
3. INFORMATION SHOWN IN RED UPDATED BY AECOM IN JUNE, 2019 BASED
UPON OTHER DOCUMENTATION PROVIDED BY WEYERHAEUSER NR
COMPANY.
PUMP
z
W
m
c
m
m
Ld
o
w
z
m
z
o
w
0
>
�
k
o
C � �
Fn�
3:�
Q�
U �k
w
�k
a-�
w
_
zztz
•..... • •. O 0'
'
``` 0
N • 4,
J N •O
�Q•N Qco •�—
Lij
00
r
do o � o a
•
co
AQ
KR
111I11111111���
Li
Q
0
c�
0
LO
—
ti
C.0
:3N
�
0
(n
M
M
N
Z
_
c
rn
-q
L
"
XQ
O
LL
ID
O
O0
U
U
o0zz
V
�<J
ZCIDT
�w
E
W
� 0
z
N
�
.L
o
O
0
0�2�
U
Lu
Q
o
OQ
v�
Q
W
�
CL
Q
z0
0
Q
u�
O
u/
w
—
w
u
0
�
w
W
LLJ
U
Z
>
�
z
>LiJ
LuLu
(nZ
o
z
(n
Q
Q
O
L�J
c�
UO=�
�
OU
LLJ
o
Z
F
Lu
LLJ
Q
~
>
z
W
Z
�
�
�
w
u Q
0
W
10
0
SSUE
AECOM
SHEET I.D.
PROJECT NO.
J
04
60599459
5 of 36

0
LLj
z
0
w
0
U
O
O
d
m
3)
WI
114
...... . .....
PRES;
1
INLET
y Pvc
•
I
X 3/8'
SS
DRNE MOTORS
VIDTH)
11 9/16,
• LVR WASHBOX DRAIN TRAY
1
1 94
CHANGED BORDER, OELE T ED PWP
DY
DY
2
1 95
CORRECTED "A" DIM. WAS 4" LESS THAN ACTUAL
DY
DY
3
2 9
CHANGED 2"--150 TO 1 i 2"--150
ADIN
DY
4
9 99
ADDED PRESS MOUNTED HYDRAULIC SYSTEM
DY
5
NM3�
THIS DRAWING PAS NOT BEEN
PUBLISHED AND IS THE SOLE
PROPERTY OF ASHBROOK CORP. IT
tS LENT TO THE BORROWER FOR
HIS CONFIDENTIAL USE: ONLY. iN
CONSIDERATION OF THIS LOAN,
THE BORROWER PRE TO
FEWN IT UPON REQUEST AND
AGREES T14AT IT SHALL NOT BE
REPRODUCED, COPIED, LENT, OR
OTHERWISE DISPOSED OF.
OdFiiCII.Y OR ii iLY, NOR
USED FOR AM PURPOSE QTHn
THM THAT FOR WWCH IT IS
� SPIY >,RW31-M
TOLERANCE UNLESS NOTED:
ALL DIMENSIONS IN INCHES.
BREAK ALL SW.RP EDGES
FRACTIG AL t 1/32'
ANGLES .. 1 /T
DECWJII..)OC .. a .03
X. • :t .1, XXX . ± .015
UXI'L SURFACE 1251/ W1X.,
DRAwNDY 9 25 94
CHECKED
Y �9 25 94
a>PRUVL74
DY 9 25 94
4D(T A �N N /A
V T FW A—e
r A" on&
lj0m7TT@ml
LT�Irf
OUD SEPARATION
3/8!
,I ! " ► " " I ♦ r "
• 5/32
" 45 13
98 1/16' 55 3/32' 92 1/2' 86 5/8" 52
Ashbrook Corporation
116DD East Hardy Road Phone: 381--449--(1322
FAQ: 281-449-1324
Houston, Texas 77093
Tnu GENERAL ARRANGEMENT
1.0 METER, 1.5 METER, 2.0 METER
WINKLEP RE S S
SCALE 1 /36 t�rvrc. NO. Iry
CUSTOMER N/A
B •W O 0 0 01 4
NOTES:
1. AECOM DOES NOT GUARANTEE THE ACCURACY OF THE RECORD
DRAWINGS.
2. LOCATIONS AND INFORMATION SHOWN BASED UPON GIS DATA,
DATA PROVIDED BY WEYERHAEUSER NR COMPANY, AND SURVEY
CONDUCTED BY BIG EAGLE SURVEYING, APRIL 2013.
RECORD
DRAWINGS
a
10
O
Z
m
m
m
z
m
w
�
m
o
0
m
0
w
w
w
>
Lli
z
Z
0 Z4�z
v,
Z4�z
¢
w
Z4�z
m
w
Z#zz
0
=
zz*
m
0
0
U
Q
�Oi
�
Q • Cn
Q CO • �-'
00
i cn cn
LL1 a
o
CO
cy
KR
di
0
^
r
A`
'
Li�J
Q
a
0 LL
O U
C13
U
L L
L
6
0 zz
�wJ
Q
a)
LU
E
�U
c
z
(1).U)
C
°
Oco��
U
w
Q
No
�
W
w
�
z
�
w
Q
El
zCI-
0
Q
I
Q
I
I
0_m<
W
�/
LJ-
J
�
z
w
W
W
U)
z
0
Q
w
Q
U
In
LLI
U
z
>
z
LLI >
LLJ �(nz
o
z
Q
Q
O
LiJ
0
UO=�
�
L LI
:2OU
O
Z
Lu
LiJ
Q
~
LLJ
z
LLI
z
J
f
Ld
(n
U Q
W
0
SSUE
AECOM
PROJECT NO.
60599459
SHEET I.D.
05
6 OF 36

rn
m
w
Q
0
NO. QTY. FART
NO. DESCRIPTION
cj�
z
Z
~
o
m
>
U
cn
w
�
w
o
FT
z
W
~
�
m
m
Ld W
Z
Z
Ld >
of
of
W flw�
zt�
S zltz d
�
• •
ASHHROOK
``��11111101�
AS 281-449-0322 •
.....
° •
i J
Q
= U• n W :
dw
00
00
`KR
CO
Q
•
o
---------
C) C)LO Ln
U cO 7
0 0
Oil�
O O yZ001
�Jr
---
ti
O-dol
7
7
Z
Q
LL
OLL
2 <oOU
U O
p z
f
o
wLL4QJ z
w
U E Qj rn m
U
L Z
o
O
C Q
CD
62�h
Roller Identification
O
Q
O O�11
O
1- 9 1/2g
" Upper Tens Roller
U
LIJ
o a
2- 91/2" Gravity Guide Roller
AIR
0
3- 91/2" Lower W ashb ox Roller
z
0
z
0
4- 91/2" Lower Steering Roller
U)
5- 91/2" Scraper Roller
Q
Q:� Cn 12::�
6-- 91/2"' Upper Steering Roller
w
7- 91/2"" Upper Washbox Guide Roller
o o
°
8- 91/2" Upper Tensioning Roller
Q w U
AlIlM
9- 32" Dandy Roller
°�
10- 1S" Pressure Roller
w 0
11 �-16" Pressure Roller
Q�
Q
., 0 ° ��
12- 11" Pressure Roller
13 - 91/2" Pressure Roller
14- 9 1/2" Pressure Roller
LU
0
15 -10'" Drive Roller
Q
16--10" Drive Roller
Lj Q
w � LIJ w >_ Z
� Q
THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE PROPERTY OF
ASi•!BR " CORPORATION. AND IS TO THE
TOLERANCE UNLESS OTHERWISE NOTED:
BREAK
JET DRAWN
APPROVED
SCALE
1 16
14'shbrook Corporation
TITLE
BELT PATH DIAGRAM
O LiJ c�
0
U Q _
LENT BORROWER FOR HIS USE
CONSIDERATION of THE LOAN OF 71i15 DRAWING,THE BORROWER
PNRO
.ALL SHARP
FRACTIONAL
tt.03
EDGES
DATE 2 6 97
DATE Z L, ,�
�� WEIGHT
A
11600 East Hardy Road
WINKLEPRESS 3V
_
w � 0
tSFS D AGREES 70 RETURN R UPON REQUEST AND AGREES THAT IT
SHALL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE DISPOSED OF
X
X. _ t .1, .XXX
t .015
REV. BY
APPROVED
NEXT Ass
°
Houston Texas ��7093
8 ROLLER CONFIGURATION
Z
Q � Ld
DIRECTLY OR INDIRECTLY, NOR USED FOR ANY PURPOSE OTHER THAN THAT
��g ,� * 1/T
MACH. SURFACE 125✓ MAX.
DATE REV.
N/A
, � n� a�� SEPw�►no�
Phone: "713---449--�-0322
DRAWING FILE NAME: DWG. N0.
R EV
� � W � z
z J
OR wl�Ic» IT Is SFEcIF}GILLY FURNtSHED.
ALL DIMENSIONS IN
INCHES.
DATE
CUSTOIuIER
� ,�
FAx: 713 — 449 —1324 � '
= M D9 703 R0. DWG MD970003
0
cn
�(�� W
_.
cn
U Q
LLI
D 3:
NOTES:
O
111
ISSUE:
1. AECOM DOES NOT GUARANTEE THE ACCURACY OF THE RECORD
DRAWINGS.
RECORD
AECOM
2. LOCATIONS AND INFORMATION SHOWN BASED UPON GIS DATA,
DRAWINGS
SHEET I.D.
DATA PROVIDED BY WEYERHAEUSER NR COMPANY, AND SURVEY
PROJECT NO.
CONDUCTED BY BIG EAGLE SURVEYING, APRIL 2013.
06
60599459
7 OF 36

U
E
SAFE FROM THE START
3 2 1
20'-2» 6'-9" 25'-0" 25'-0"
12'-0„ 5,_5Y4» 7'-6Y4t 1 1'-4" 10'-95g'
D
6" 2'-1%" I
8 I A
_F
0151 —1 1 0-561 1 0—MO FFr r il
TOTE 1 TOTE
isz
I
EXTENDED CONVEYOR I TOTE WASH WATER SUMP PUMP
isxEXTENDED BUNKER COVER PUMP I�
O O 13 O
I
INCLINE CONVEYOR i II TRENCH
TRENCH III O O O
0
CENTRIFUGE SLUDGE BUNKER II
- o I II I HYDR. 1
EXIST. UNDERGROUND CONDUIT I III I TANK
PRESS FEED
PUMP
� - IIII
'-8" (SPARE) 2,—
II I ASHBROOK WINKLE PRESS O N
C L III
(NEW LOCATION)
U
rn 1
� 0
I
m PRESS FEED
N 9'-6„ PUMP
1 I
I � N
N 0 0 0
7,500 GALLON 7,500 GALLON
,� SLUDGE TANK SLUDGE TANK co
w w 1,500 GALLON L6�
N I H BUFFER TANK 4'-7" CO
o�
I
N
I Q:f
H
Q
100,000 GALLON I I
O O
CLARIFIER `I I DIESEL TANK CONTAINMENT
-- — — 1 1'-8Y4" 12'-1 1Yj' 15'-10„
U
O
1'-6"
O
I
"lS1
I
I 11600
isx
11 �
N
I
I I �
O TRENCH O O I N
1 03/4
NOTES:
O O O O
THE
TEE
ACCURACY OF THEE RECORDN RAWINGS.
F-F
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
DOWN
EXISTING CONCRETE WALL RECORD
EXISTING CONCRETE STAIR
Page 8 of 36 DRAWING
37'-4Y2» 3'-63/'
PROJECT NO. 5200006923
2Qf'-1" 5Qf'—O" WASTE WATER TREATMENT AWeyerhaeuser
0151 - ELKIN - INC OSB
REFERENCE DRAWINGS REV. REVISION DATE BY APP. WEYERHAEUSER CONFIDENTIAL 56110 - WATER SUPPLY - TREATMENT
0 ISSUED FOR CONSTRUCTION 9/22/14 RLD DAB PREY. DWG. NO. MECHANICAL
1 REVISED AS NOTE 10/27/14 RLD DAB
DRAWN RLD DESIGN RLD WASTE WATER TREATMENT
DATE 8/21/14 DATE 8/21/14 PLAN GENERAL ARRANGMENT
CHECK DAB APPR. DAB
DATE 10/27/ 14 DATE 10/27/ 14 MILL No. GENERAL ARRANGEMENT
SHT. SIZE SCALE REV.
D - 24x36 1 /4"=1'-0" WES No. 0151-110 - 5 6110 - M 0 0 01- 0 0 01 1
GPM D.A.F.' I
ISSUED - 1 -October 27, 2014 4:31:48 AM PDT

C6
00
r)
I
N
I
LO
I
I
LO
0
V
U
N
U
SCALE: 1 /4" =1 '—O"
tSl
I
N
r-
AQrAl-d'
SECTION B-B LOOKING WEST @ BUNKER
SCALE: 1 /4' =1 '—O"
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
L I
Page 9 of 36
ISSUED - 1 - October 27, 2014 4:31:51 AM PDT

20'_211 6'-9" 12'-0„ 5'-5Y4' 8,-6/9' 4'-3" 7,-1„
10, -95g'
0)
c6
0
I
I
n
I
cfl
I
N
I
LO
O
Y
U
N
U
N
O
U
Q
Q
LO
N
Q
L
N
W
(D
L
a
J
U
L
E
E O
a�
E
�Q
N /
I
a�
N /
U)
N N
N cn
D
TRENCH
EXIST. UNDERGROUND CONDUIT
u EXISTING WATER LINE ---
(APPROX 4'-0" BELOW TOP OF CONCRETE)
EXISTING CONCRETE WALI
o
10
3
23'-8"
PIPING PLAN
SCALE: 1 /4" =1 '—O"
WAIT KI(_C
9
1
EXISTING CONCRETE STAIR
23'-8"
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
Page 10 of 36
ISSUED - 0 - October 27, 2014 4:48:40 AM PDT

rri
00
00
N
I
n
I
I
N
I
LO
O
Y
U
aD
U
N
O
U
Q
Q
LO
N
Q
L
N
W
N
L
a
J
U
L .-
E
O
�Q,
E
coo
N fl-
�Q
I
N /
U)
L�
�U)
D
3
6'-3" 1'-3" 1'-9"
N
Nam__ -__T_
1
w
1 �Y
0002-EC-4l' m a
i 0001-WD 1-1Y2' N
3 �72 0002-DP-1
PT-Qf13 0009-EC-3" (N
67)
1
ist
1 FW I i
N
I O01 1-EC-2"
N 0
PT-012 Qi�6�8-EC-3"
1 Jw
N) ~
1 �6j61-EC-2" o LL-
LO C
1 ' —OK
� 2
6'-6" 1' "
1 1» 1
N u 2 -5rr
FV
085
B 1-1O/4 1-3 `V
1
0151-125-561 1 O-P4001 1 / PT-01IJ i 1
a
-A
1 100,000 GALLON
CLARIFIER
_ _ I _ f
PARTIAL PIPING PLAN "A"
SCALE: 3/8" =1 '-O"
B
0151 - 225-561 10-P4001
Il • • Il
1
1
6„ 5'-5Y4r, 8'-65/$r,
1 1'> 2' -1 �8,>
1
1
l2" x 1Y4"
1 INSERT
1 WASH WATER � SUM, P PUMP
PUMP
aMCNINI
�
m
IIIIIII
1
PARTIAL PIPING PLAN "B"
SCALE: 3/8" =1 '-O"
A
0151-125-561 1 O-P4V
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
Page 11 of 36
ISSUED - 0 - October 27, 2014 4:48:42 AM PDT

C6
0
U
00
_I
n
I
LO
I
u
N
I
Ln
/
O
V
U
N
c-
U
N
O
U
r)
Q�
Q
LO
a�
U)
Q
L
a)
w
a)
L
a
J
U
0)
L
E
(1) a
E O
�ry
0
E41
a
Qo
N j
I
a)
N /
U)
N N
N cn
D
4-
4-
FINISH FL
Or-U I IUIN H-H LUUr\IINU JUU I I -I
SCALE: 1 /4" =1 '-O"
TOP OF BUILDING
EL 19'_6„
100,000 GALLON
CLARI FI ER
—2 3/ '
FINISH FLOOR EL. 0'-O" (REF.)
a < v d a a < a a
° ° a d _ ° a
VFW
'1111'', �,� T/PLATFORM EL. 9'-0"
VK61 EXIST. CATWALK
T/PLATFORM EL. 9'-0"
EXIST. CATWALK __�_EL. 8'-0"
EL. 7'-4 Ys'
SECTION C-C LOOKING NORTH
SCALE: 1 /4" =1 '-O"
2'-2 y2„
EL. 1'-2 Y4"
NOTE:
REMOVE A SECTION OF EXIST
PIPE FOR NEW SPOOL PIECE.
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
Page 12 of 36
ISSUED - 0 - October 27, 2014 4:49:06 AM PDT

U
I
n
I
LO
I
u
N
I
Ln
O
V
U
Q)
c-
U
Q)
O
U
r)
LO
/
Q7
Q
L
Q)
Ld
/
Q)
L
a
J
U
0)
L
E
(1) a
E O
�ry
0
E41
a
Qo
N
N j
I
Q)
N /
U)
N Q)
N cn
D
d d 41
a n a d a e n
e �d e e A d
SECTION B-B LOOKING NORTH
SCALE: 1 /4' =1 '-O"
TOP OF BUILDING
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
Page 13 of 36
ISSUED - 0 - October 27, 2014 4:49:07 AM PDT

r
A
s
!J
0
LO
N
V)
.Q
a�
c
w
C
a�
O
J
U
L .-
N E
p O
-0Of,
E �
00o
N 0-
CIL
L
I L
N
N /
L N
PH TSS TDS
4"
CLARIFIER HV VK61
100,000 094
GALLON
FI AI
TO WESP 10,000 GAL 07
QUENCH CLEAN
SCRUBBER TANK (E) s
FV
100 042 042 DO
DI zs0 AS
100
8
100 HV
Zsc 010
6" DI 100
ZAC
100 FY 4,.
ZSO ZSC V661
GROUND 100 042 042
>
N DO Z40 DI DI Z42
TO SLUDGE TANK (3450-230)
-. DWG. D26OPC WEY-001-05 1 ES
1 1/2" CLEAN TANK 100
BLOW DOWN
PUMP
i�•
H2O
GROUND
-0 FV-074 BELT PRESS WASH
DWG. 0151-105-56110-DO002
TO FV-091 BELT PRESS FEED
DWG. 0151-105-56110-DO002
VISCOSITY 2
rES SIC VFD HIGH
16 IM16
VFD LOW
VISCOSITY
M16NIM163
NOTES:
1. AECOM DOES NOT GUARANTEE THE ACCURACY OF THE RECORD DRAWINGS.
2. ORIGINAL DRAWINGS PROVIDED BY WEYERHAEUSER. DRAWINGS HAVE BEEN UPDATED WITH
ANNOTATION IN RED BASED UPON ADDITIONAL DOCUMENTS PROVIDED TO AECOM BY
WEYERHAEUSER.
y.
HV ENABLE
093
1 1/2" WW1M20
STATIC 120VAC 30 VB60
FT MIXER 1 HP
007 CHEMICAL INJ
(N) COAGULANT
COAGULANT
N 016 AO F15 AI ------- TOTE
I
� �, I
� I
m TO HV-055 FV (E) 1
ES
BELT PRESS FEED PUMP 017 1 DO 1 I
\ DWG. 0151-105-56110-D000 017 17 J
J PT-001 PT-002 /
AS 6"x4"
FT
4'
015
XE/TE XE XECHV
18
012 013 014
M M M ZSO ZSc
017 017
MEMOSENS 011 M—� nT nT
PH TSS TDS COLOR
SIDE TO SIDE
SYNCED POS
._ ZA _
SIDE TO SIDE
SYNCED POS
SIDE TO SIDE
SYNCED POS
ZA _
ZS zS
032A 0326 ZS ZS ZS ZS
031A 0316 030A 0306
VFD
SIC M
M04
V V ------
WW1M04
480VAC 30 "VFD VFD
1 HP
SIC SIC
M M02 Eth 0
�I LSH
027 WW1 M03 WW1 M02
480VAC 30 480VAC 30
1 HP 1 HP
LSL
�I 028 D.A.F.
FV
029 CHV
AS
3"hO2
6"
VB61
ZSO
029
REMOVE PIPE
SECTION
PT-0p13
Ica
X
iv
HV
065
3/4"
HV (0V860
025 �' > 1
SPEC
HV
ES 018 HV cD
(E) 26
G-H 023 00>
FV FY
3/4"
026 026 DO nM
VB60 HV co
AS HV 022 >
ZSO ZSc
017 017
6" x4" 6" x4"
't >
PT-(d14
RECIRC LINE/AIR INJ (6 X
N)
FV ES
090 DO 90
0010-EC-2"
i
0
i
HV
019 9+
G-H
0 HV
019 HV
A-F 021 PI
021
3" 3'x2 11Z'
VB61 WW1 M01
3/4" 480VAC 30 sIc
VB60 30 HIP M01
VFD
0002-DP-1"
ENABLE
-----------
-------------�
LV
9-11.4
WW1 M18
120VAC
1 HP
FAL
Es
MIXING 088
1s
DD
CHAMBER Es
087 I
L---
LOC/REM
FSL I
HV
073
088 I
FV
087
0009-EC-3"
FCFCVB61
MVFD
WW1M07
Z�o DI
I
BUFFER TANK 480VAC
30
I
PUMP 25 HP
ES WW 1 M 17
I WW 1 M 19
HV
D0
117 120VAC
1 120VAC
i
SIC Eth
LIC AI
p1.75 HP
L0_5 HIP
HV I
M07
ss
I
086 I
VFD
POLYMER
I
HV
TOTE
I
HV CHEMICAL INJ
W/MIXER
POLYMER J
L
— — — — — — -- —
PROJECT �
HV
089
WASTE
H20
0008-EC-3"
TO REVERSE OSMOSIS
REACTION TANK, T1010
MM0:0
��.�
zsO Zsc
072 072
ESS ESS
DI DI
E##
E
E-STOP
E-STOP
DAF
MAIN
PULL
PANEL
CORD
0-20 FC
CFM 09s
FTC 1 ( AS
095 1 /2"
0-40
CFM 17—1
LT
066
LSH
0s7
BUFFER TANK
MEMOSENS
XT
M-0M-0M06
a
P-
E/TE E E XE
09 0686
FT
067
S �PH TS TDS COLOR �M
m
GROUND
COMPLETED - 1 - November 3, 2014 5:27:08 AM PST
O
z
Li
coM
m
M
m
o
w
z
m
z
o
w
0
>
�
D �
0z�4z
m
CD �
Fnzl4z
w z4:�
� �
Q
a
uy �
wzttz
_ zltz
zz4z
mz4�
m
/
`01�
I
�Uco
:N W
•� c i
a,
00
////11111111� `i
Q
0
co
O
LO
CD
Ntc0�
Lf
.
N
O
U)
N
Z
C
rn
co
O
0
U
O
0V
LL
�Uo0O
O
�
�
o
w
N
I'
Q
J
(—
Z
30
-j
U
E
_�
Z
U
O
�
O
0-
i —
o
�
D
�
0
(0
COO
G
D
w
Q
z
of
O_
U)
Q
0
u
O
(y-
a
Q
0::�
CD
Q
Q
L
U
W
J
~
>zo
O
Cn
(:
0
Q
O
LL_
O
LL
U)
0-)
\
�
w
U
LLj
~
U
Q
Z
w�LLJ>-
/
Lj
V J
L
0
z
(n
Q
Q
O
Ld
c�
UO=�
�
LJ J
-5
o
Z
Lv
LiJ
Q
>-cj:�
z
Lv
>-
z
J
F.-
M
w
U)
u Q
w
W
O
101
0
ISSUE
AECOM SHEET I.D.
PROJECT NO.
60599459
14 of 36

0)
0
m
CD
0
a
m
w
Q
SAFE FROM THE START
U)
z
O
ES DO
FV
z
O
~
98
098
w
(n
W
w
FROM HV-038 & HV-041
w
SLUDGE PUMP 1 & 2
DWG. 0151-105-56110-D000
t"WW1M21
120VAC
CHEMICAL 0.2 HP
CONVEYOR AUGER
PRESS
INJ
WW1M15 WW1M14
WW1M11/12
ALARM ALARM
SPARE
START STOP START STOP
START STOP
SILENCE RESET
E-STOP
(E)
(E)
PAH
ES FY FV
FV FY ES
DI 59
ES ES ES ES
# # # #
ES ES
# #
ES ES
# #
ES
##
45 DO 045 045
050 050 DO 50
ES0 ES0
O
DI DI DI DI
DI DI
DI DI
DI
z
AS
AS
PSH
PI
0
}
059 059 DO DI AUX
VFD 3'
3' VFD
-
-
-
- -
-
-
- -
z
m
m
m
sIC SIC
06 Eth M06
WW1 M1
U
cw
m
o
j
0
v
ZSO
"480VAOC
ZSC ZSO ZSC
ES ES ES
480VAC 30
ESS ESS ESS ESS
ESS ESS
ESS ESS
ESS
�
O
O
F
Q
w d
045
045 050 050 WW1 M06
# # #
1 HP
### ### ### ###
### ###
### ###
###
Q
m
w
o
�
o
_ w
O Q
480VAC 30 M
q
5 HP DI DI DI DI 5 HP DI DI DI I I I I
TANK
0 6 AI L46 Z40
LT
Z45 Z50 Z50 051 AI 051
ESS ESS ESS
BELT PRESS FLOOR ECPLI
I
0 I
``����IIIIII//�
••••••
��`�p•• °��•
### ### ###
HYDRAULIC
� ��
SYSTEM
���
PRESS PRESS PRESS
Ess ESS Ess Ess
### ### ### ###
Ess
###
Ess Ess
### ###
eQ : �� Q ,
00
E-STOP E-STOP E-STOP
cn w �
�;;
Q
a$
BUTTON PULL -CORD PULL -CORD
- - -
- -
-
- -
y p
(p
TOP BOTTOM
SLUDGE Do Es
TANK 1 48
Es Do SLUDGE
53 TANK 2
9117�1711-EC-4"
�P0;o0d
/ \
//111111 `
7,500 (E)
(E) 7,500
xq
Q
GALLON FV FY
FY FV GALLON
XA ZA
60
ZA
061
DI DI DI DI
DI DI
DI DI
DO
o
62 62
048 048 053 053 ES ES ES ES ES ES ES ES ES
DI DO
X
10
X
FT
DI DI
DI
# # # #
# #
# #
#
AS
AS
F
057
ASHBROOK
WINKLER
START STOP START STOP
HAND AUTO
START STOP
GENERAL
FZA
PRESS
xs
WW1M10 WW1M13
BELT
WW1M16
ALARM
O
Ln
O
63
xs zS
060 062A
zS
62AB
061
HYDRAULICS WASH PUMP
PRESS
SUMP PUMP
(6 O
ULO
BELT
TENSION
zso ZSC
zso ZSC
i
DI
BELT TENSION
N
ao
�I
048 048
DI DI
053 053
DI DI
4Eth
1 1 /2"
FLUSH
zS H
063A
WW 1 M 1 1
\
1
z
O 0
M
o �
O XQ L o
vast
480VAC 30
H
O
�
LL
OZ
N
ZAO ZAC
48 48
ZAO ZAC
53 53
BELT TRACK
3 HP
SCRAPE
H
U L
V o
o O
0 0—o
qp
M
U
=
' Q J
I
0zS
1�014-EC-4" o VFD
(N)
FCV
0636
M
sic
6"x4"
�I
L
_
N
Z 4 � W
.-.
3 m
(E) o SIC
057
(N)
M11 VFD
C •�
U
I
HV WW1 M�8 M08
FV ES
DO
DI
ILZ
U
Li)055
>�
480VAC 3
091 091
`>1
(q O
FROM FV-042
1 0 HP
ZA
63
Eth
c_—)
i _r_
CLARIFIER BOTTOM VALVE
a
4"
4"
u7
DWG. 0151-105-56110-D000
4"
co VFD LOW
VC62
SIC
M11 - -
0001-DP-1"
FROM POLYMER INJECTOR
O CD
CO
G
V661
o VISCOS
1
1"
1°
DWG. 0151-105-56110-D0001
�
U
o
~ w o DI
TAH
N )
vcsl
WW1M12
48�VAC
30
HV
FI
77 WASH WATER PUMP
(N)
Q
i
55
FV
>
3 HP
080
WW1 M 13
FV
ES DO FY 7
74
WW1 M09 sIcVFD FY ES AI 480VAC 30 HV 74 074
058 DO
480VAC 30 TSH
M09 055
058
58
FT 10 HP 0011-EC-2"
076 AS
25 HP
AS
!7(d02-WD1-1
z
1 1 /2"
077
1 1 /2" x?
0-0 10-EC-2°
FROM PUMP WW1M07
z
0
o
0013-EC-4"
VB66
2„x?
2" 2'
DWG. 0151-105-56110-DO001
O
c�
/
EXISTING
(N) 4" 6'x4" 8"x4"
HV VISCOSITY
4'
VB66
DUAL FILTER
FROM BUFFER TANK
=
cn
PROCESS
(E)
VB61
056 VFD HIGH
�?$
sIC VFD
zqo zso
zsC zqc
0
LT
(E) (N)
M13
74 DI 074
074 DI 74
(� 0
Q
Q
###
a
FV ZAO
84 DO 084 58 DI
zS0
058
ZSC
050 DI
ZAC
58
o
(N)
L� LL
084
###
P78 Eth o�
075
AS
75 DO
Ln
AI
U%
Q
10,000
4'
4"
r%)
PA
AS
FROM H2O
0001-WD 1-1Y
~ W
U
c
w
-
GALLON
VC62
N n,
\>
78
2"x1 1/2"
2' 2"x1
1/2"
m 0
0
z8o zso ZSC ZAC
(3)
087
�j �j
w w
0-)6
J
TANKSTORAGE
DI DI 84
084 084
ES
85
DO
FY
085 085
r,
WW1M14
VFD
zqo
DI
zso ZSC
ZAC
DI
w
g
_
48i�VAC 30 M
SSL
081
SIC SIC 75
o Eth 15
075 075
75
/
a�
AS
7.5 H P
M15
LLi
,�
AUGER
w
Q
E o
PRIMARY
3'
4"xS'
DI
WW1M15 # DI
ESS
###
�
Cy
SUMP
PT-�Q19
sic
M14 VFD
INCLINE BELT
M 480VAC 30
a
ZAO
zso ZSC
ZAC
081 CONVEYOR
3HP
SOLIDS PIT
�
85 DI
085 085 DI
85
(D"
E-STOP BUTTON
FROM CENTRIFUGE
Q
N a
Eth
DWG. 0151-105-56110-D0001
w
Q
HV
m
U
086
s14
VFD
X>
3"
SSL
RECORD
Z
�
>�
N /
TO CLARIFIER
DWG. 0151-105-56110-DO001
sIC M
M16
WW1 M 16 LT
480VAC 30 083
082
SOLIDS PIT
DRAWINGS
w w
Z
20 HP
DI
z
Q Q
U
O
Eth
S82
PROJECT NO. 5200006923
Weyerhaeuser
AAI
w
o
� c'
Lj4
E
WASTE WATER TREATMENT
O Q
=
SUMPEPUMP
PRESS
SUMP
~
F_
NOTES:
0151 - ELKIN - NC OSB
=
O
REFERENCE
DRAWINGS
REV.
REVISION
DATE
BY APP. WEYERHAEUSER CONFIDENTIAL
56110 -
WATER SUPPLY - TREATMENT
w
U Q
1. AECOM DOES NOT GUARANTEE THE ACCURACY OF THE RECORD DRAWINGS.
0 ISSUED FOR
CONSTRUCTION
10/27/14
RLD DAB PREY. DWG. NO.
MECHANICAL
� w w
Z
1 State Changed (Silent)
Q F- >
Z
DRAWN RLD DESIGN
RLD
WASTE WATER TREATMENT -PRESS
3: U) w
Y
2. ORIGINAL DRAWINGS PROVIDED BY
WEYERHAEUSER. DRAWINGS HAVE BEEN
UPDATED
WITH
DATE 9/24/14 DATE
9/24/14
PIPING & INSTRUMENT DIAGRAM
w >-
z
ANNOTATION IN RED BASED UPON
ADDITIONAL DOCUMENTS PROVIDED TO AECOM
BY
CHECK DAB APPR.
DAB
W
WEYERHAEUSER.
DATE 10/27/14 DATE 10/27/14 MILL NO.
i)
sHT. SIZE D - 24x36 SCALE
NTS WES N0
0151-10
REV
5 - 5 6110 - D 0 0 0 2 - 0 0 01 1
O
COMPLETED - 1
- November 3, 2014 5:27:13 AM PST
ISSUE:
SHEET I.D.
AECOM
PROJECT NO.
14
60599459
15 OF 36

U�
Q
c.�
ry
w
F—
Q
w
cn
Q
O
ry
I
Ln
I
I
U)
a�
U
0
(D
z
O
1
x
O
c
h-I
/
U)
U)
C
L
0
O
O
r-
n
/
L
w
U
O
O
L
W
/
H
h-I
Q)
U)
U
c-
n
RECORD
DRAWING
L
ti-IN-
I\
LL
/—
I/

NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
I2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
I=
FV017
in" QQ nlnlnl/'`
DAF
XE/XT — 068
COLOR
Notes
T1000
P1000 WW1 M07
XE/TE — 069
LIFT TANK (EXISTING)
LIFT PUMP
pH
1. LV1000 Valve will be installed by ProChem. Valve is
V = 1,500 GAL
### GPM at ## PSI
supplied by Weyerhaeuser. FV048 or FV053 (4"
64" DIA x 148" HT
480V — 3 PHASE
XE — 070
pneumatic valve)
MOC. FRP + LINER
25 HP @ 1750 RPM
TSS
2. FV017 VALVE WILL REMAIN IN LINE AND BE USED
WEIGHT EMPTY = 5,100 LBS
VARIBLE FREQUENCY DRIVE
WHEN BYPASSING PROCHEM EQUIPMENT.
WEIGHT FULL = 206,221 LBS
MOC. 304SS
XE — 071
DES. PRESSURE: ATM
DESIGN TEMP - ###F
TDS
DES. TEMP: 180F
B
LT
066
D
o�� oo rvioTinin
3" SS - EXISTING
T 02)
E 80 CPVC
Page 17 of 3fl
ProChern Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
Lw ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
ww . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.24.17
Sheet:
1:21
Drawing Number:
001
Scale:
NA
Project
Drawing Title:
LIFT TANK
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
industrial
07FE N
VVAITEF SW� � '[�' I

T1010
REACTION TANK
BAFFLED
V=7,500 GAL
##" DIA x ###" HT
MOC: FRP
DES. PRESS: ATM
DES. TEMP: 180F
/2" POLYPROPYLENE
'/2" PVDF T
NOTES:
1. AECOM DOES NOT GUARAN
ACCURACY OF THE RECORD C
2. INFORMATION SHOWN IS PF
WEYERHAEUSER NR COMPAN
RECO
DRAWING J
T1020
REACTION TANK
BAFFLED
V=7,500 GAL
##" D IA x ###" HT
MOC: FRP
DES. PRESS: ATM
DES. TEMP: 180F
P3000
CHEMICAL FEED PUMP
1.0GPM @20PSI
1 HP
ELECTRIC DIAPHRAGM PUMP
460V 3-PHASE
MOC. PP/PVDF
DESIGN TEMP = 77F
MAX TEMP = 120F
P3010
CHEMICAL FEED PUMP
1.0 GPM @ 20 PSI
1 HP
ELECTRIC DIAPHRAGM PUMP
460V 3-PHASE
MOC. PP/PVDF
DESIGN TEMP = 77F
MAX TEMP = 120F
8" SCHEDULE 80 CPVC
NOTES
1. WEYERHAEUSER WILL PROVIDE A BLIND FLANGE ON THE
TOP OVERFLOW FLANGE.
2. AGITATORS SHOULD ROTATE TO DIRECT FLOW TO THE
INLET OF THE TANK.
3. WEYERHAEUSER WILL PROVIDE 8" FLANGE FOR PROCHEM
TIE IN.
VOTE 3
GRAVITY
8" SCHEDULE 80 CPVC
T1030 (SHEET 03) 1
Lpage 18 of 36
ProChern Inc.
Industrial Water Technologies
Sustainable Solutions
The information and drawing provided herein is conJand
and must not be made public or copied unless authorishall not be used except for the purpose for whichsupplied. This drawing and information is subject to rdemand. All rights of invention or design are reserved
Lw ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
ww . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.23.17
Sheet:
2:21
Drawing Number:
20371-002
Scale:
NA
Project
Drawing Title:
Reaction Tanks
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
industrial
07FE N

T1020 (SHEET 02)
3" SCHEDULE 80 CPVC
8" SCHEDULE 80 CPVC
T 1030
LIFT TANK
V=1,100GAL
66" L x 64" W x 60" HT
MOC. POLYPROLYLENE
DES. PRESSURE: ATM
DES. TEMP: 180F
- 2" SCHEDULE 80 CPVC
P1030
LIFT PUMP
INLET 2 '/2" FLANGED
OUTLET 2" FLANGED
200 GPM @ 40 PSI
10 HP @ 3,500 RPM
TEFC MOTOR
460V 3-PHASE
VARIBLE FREQUENCY DRIVE
MOC. 316L SS
DESIGN TEMP = 150F
MAX TEMP = 250F
JLE 80 CPVC
- - 4" SCHEDULE 80 CPVC
SAMPLE PORT
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
80 CPVC
Page 19 of 3fl
ProChem Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.24.17
Sheet:
3:21
Drawing Number:
20371-003
Scale:
NA
Project
Drawing Title:
Lift Tank
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
[�4VVindustrial
07FE N
AITEF SW�� '[�' I

NOTES
1. FV017 IS LOCATED ON PAGE 1 OF P&ID (EXISTING
WEYERHAEUSER BYPASS VALVE).
PLANT AIR COMPRESSED AIR
POLYMER SYSTEM 00
T1030 (SHEET 03)Ir
3
4" CPVC SCHEDULE 80
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------,
CLARIFIER
DAF SYSTEM DETAIL PROVIDED BY OTHERS
NOTE 1
;
6" 304SS
4"304SS ---
-------
--------------
12" 304 SS
'+ T1 040 (SHEET
05)polo10" SCHEDULE 80 CPVC
TO FILTER PRESS
NOTES:
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------= 12" 304 SS
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY. TO EXISTING TANK 000,
RECORD
DRAWING
Lpage 20 of 36
ProChern Inc.
Industrial Water TechnologiP-
Sustainable Solutions
The information and drawing provided herein is conJand
and must not be made public or copied unless authorishall not be used except for the purpose for whichsupplied. This drawing and information is subject to rdemand. All rights of invention or design are reserved
Lw ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
ww . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.24.17
Sheet:
4:21
Drawing Number:
20371-004
Scale:
NA
Project
Drawing Title:
DAF P&ID
Project Number:
20371
Client Name:
Weyerhaeuser
industrial '[�' I
UJ S V °'ITC °� � �C

NOTES:
�uru���rwurra� i�r.�
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORI
DRAWIN
T1040
LIFT TANK
V=1,100GAL
66" L x 64" W x 60" HT
MOC. POLYPROLYLENE
DES. PRESSURE: ATM
DES. TEMP: 180F
----1 - 2" SCHEDULE 80 CPVC
P1040
LIFT PUMP
INLET: 2'/2" FLANGED
OUTLET: 2" FLANGED
200 GPM at 70 PSI
15 HP @ 3,500 RPM
460V 3-PHASE
TEFC MOTOR
VARIBLE FREQUENCY DRIVE
MOC. 316L SS
DESIGN TEMP = 150F
MAX TEMP = 250F
-- 4" SCHEDULE 80 CPVC
2" SCHEDULE 80 CPVC
SAMPLE PORT
Page 21 of 36
ProChern Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is conJand
and must not be made public or copied unless authorishall not be used except for the purpose for whichsupplied. This drawing and information is subject to rdemand. All rights of invention or design are reserved
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.24.17
Sheet:
5:21
Drawing Number:
20371-005
Scale:
NA
Project
Drawing Title:
Lift Tank
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
industrial
07FE N

V1050
SAND FILTER VESSEL
V = 464 GAL
48" DIA x 72" HT
MOC. FRP + PP LINER
WEIGHT EMPTY = 780 LBS
WEIGHT FULL = 4,644 LBS
DES. PRESSURE: 150 PSI
DES. TEMP: 150F
NOTE;
1. AEC
ACCUF
2. INFC
WEYEI
V1051
SAND FILTER VESSEL
V = 464 GAL
48" DIA x 72" HT
MOC. FRP + PP LINER
WEIGHT EMPTY = 780 LBS
WEIGHT FULL = 4,644 LBS
DES. PRESSURE: 150 PSI
DES. TEMP: 150F
V1052
SAND FILTER VESSEL
V = 464 GAL
48" D IA x 72" HT
MOC. FRP + PP LINER
WEIGHT EMPTY = 780 LBS
WEIGHT FULL = 4,644 LBS
DES. PRESSURE: 150 PSI
DES. TEMP: 150F
-+ JVI ICVV LC Otj Vr VV
Page 22 of 36
ProChern Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is conJand
and must not be made public or copied unless authorishall not be used except for the purpose for whichsupplied. This drawing and information is subject to rdemand. All rights of invention or design are reserved
Lw ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
ww . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.24.17
Sheet:
6:21
Drawing Number:
20371-006
Scale:
NA
Project
Drawing Title:
Sand Filters
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
(�4VVindustrial
07FE N
AITEF SW�� '[�' I

V1050, V1051, V1052 (SHEET 05)
4" SCHEDULE 80 CPVC
DRAY
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
C
- 2" SCHEDULE 80 CPVC
T 1060
COOLING SYSTEM FEED TANK
V = 6,000 GAL
102" DAI x 182" HT
MOC. FRP
WEIGHT EMPTY = 2,000 LBS
WEIGHT FULL = 51,968 LBS
DES. PRESSURE: ATM
DES. TEMP: 180F
B
LSH
1060
D
P1060
LIFT PUMP
INLET: 2" FLANGED
OUTLET: 2'/2" FLANGED
150 GPM at 40 PSI
10 HP @ 3,500 RPM
TEFC MOTOR
460V 3-PHASE
VARIBLE FREQUENCY DRIVE
MOC. 316L SS
DESIGN TEMP = 11 OF
MAX TEMP = 250F
3" SCHEDULE 80 CPVC
2.5" SCHEDULE 80 CPVC
4" SCHEDULE 80 CPVC
SAMPLE PORT
13
12
FIT1060B
CIT1060
1 60B / 1 1060 / 1 1060B
3" SCHEDULE 80 CPVC
TV1060
IkyjD Zi71
14) & - � T1070 (SHEET 08)
3" SCHEDULE 80 PVC
3" SCHEDULE 80 CPVC
Page 23 of 36
ProChem Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Designed By:
CBK
Date:
06.24.17
Sheet:
7:21
Drawing Number:
20371-007
Scale:
NA
Project
Drawing Title:
Cooling System
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
�4industrial
V V °'ITC °� � �C'[�' I

T1070
-PROTM SYSTEM FEED TANK
V = 9,500 GAL
120" D I A x 212.5" HT
THICKNESS:.75"
MOC. HDPE
WEIGHT EMPTY = 2,352 LBS
DES. PRESSURE: ATM
DES. TEMP: 120F
P1070
LIFT PUMP
315 GPM at 75 PSI
25 HP @ 3,500 RPM
460V 3-PHASE
TEFC MOTOR
VARIBLE FREQUENCY DRIVE
MOC. 316L SS
DESIGN TEMP = 11 OF
MAX TEMP = 250F
- 2" SCHEDULE 80 PVC SAMPLE PORT
4" SCHEDULE 80 PVC
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
Page 24 of 36
ProChern Inc.
Industrial Water TechnologiP-
Sustainable Solutions
The information and drawing provided herein is conJand
and must not be made public or copied unless authorishall not be used except for the purpose for whichsupplied. This drawing and information is subject to rdemand. All rights of invention or design are reserved
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.24..17
Sheet:
8:21
Drawing Number:
20371-008
Scale:
NA
Project
Drawing Title:
IPRO Feed Tank and Feed Pump
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
(�4industrial
VVAITEF SKI,

V1080
CARTRIDGE FILTER
MOC: 316SS
FLOW = 616 GPM
CARTRIDGE SIZE = 40"
CARTRIDGE QUANTITY = 22
DIA = 21"
HEIGHT = 61"
DES PRESSURE: 150 PSI
DES TEMP: 30OF
- 3" SCHEDULE 80 PVC
SAMPLE PORT
V1081
CARTRIDGE FILTER
MOC: 316SS
FLOW = 616 GPM
CARTRIDGE SIZE = 40"
CARTRIDGE QUANTITY = 22
DIA = 21"
HEIGHT = 61"
DES PRESSURE: 150 PSI
DES TEMP: 30OF
3" SCHEDULE 80 PVC
P1080
IPRO BOOSTER PUMP
315 GPM at 487 PSI
125 HP
TEFC MOTOR
460V 3-PHASE
VARIBLE FREQUENCY DRIVE
MOC. 2205 SS
DESIGN TEMP = 11 OF
MAX TEMP = 250F
P1080B
IPRO TURBO PUMP
315 GPM at 313 PSI
MOC. 2205 SS
DESIGN TEMP = 11 OF
MAX TEMP = 250F
3" SCHEDULE 80 PVC - - - ���' PV1080D 4
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
V1090A-D, V1091-D, V1092A-D (SHEET 10) >
Page 25 of 36
ProChern Inc.
Industrial Water TechnologiP-
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.24.17
Sheet:
9:21
Drawing Number:
20371-009
Scale:
NA
Project
Drawing Title:
IPRO Filter and Feed Pump
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
[�4industrial
VVAITEF SMd

V1090A-D, V1091 A-D, V1092A-D
HIGH-PRESSURE MEMBRANE HOUSINGS
8" DIA 40"
MEMBRANES PER HOUSING = 6
MOC. FRP
DES. PRESSURE: 1200 PSI
DES. TEMP: 15OF
F1080, F1081 (SHEET 09)
3" 2204 SS
CV1090C
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
Page 26 of 36
ProChem Inc.
Industrial Water TechnologiP-
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Designed By:
CBK
Date:
06.25.17
Sheet:
10:21
Drawing Number:
20371-010
Scale:
NA
Project
Drawing Title:
IPRO Membranes
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
industrial
07FE N!

T1100
B-PROTM SYSTEM FEED TANK
V = 6,000 GAL
102" DAI x 182" HT
MOC. HDPE
WEIGHT EMPTY = 2,000 LBS
WEIGHT FULL = 51,968 LBS
DES. PRESSURE: ATM
DES. TEMP: 180F
3" SCHEDULE 80 PVC
2" SCHEDULE 80 PVC
P1100
LIFT PUMP
160 GPM at 40 PSI
10 HP @ 3,500 RPM
TEFC MOTOR
460V 3-PHASE
VARIBLE FREQUENCY DRIVE
MOC. 316L SS
DESIGN TEMP = 11 OF
MAX TEMP = 250F
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
rN r� tl'"% t00% rn rMON
Page 27 of 36
ProChern Inc.
Industrial Water TechnologiP-
Sustainable Solutions
L
on and drawing provided herein is confidential
be made public or copied unless authorized and
used except for the purpose for which it was
is drawing and information is subject to return on
ights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.25.17
Sheet:
11:21
Drawing Number:
20371
Scale:
NA
Project
Drawing Title:
BPRO Feed Tank
P&ID
Project Number:
20371
Client Name:
Weyerhaeuser
industrial

F 1200
CARTRIDGE FILTER
MOC: 316SS
FLOW = 616 GPM
CARTRIDGE SIZE = 40"
CARTRIDGE QUANTITY = 22
DIA = 21"
HEIGHT = 61"
DES PRESSURE: 150 PSI
DES TEMP: 30OF
SAMPLE PORT
F1201
CARTRIDGE FILTER
MOC: 316SS
FLOW = 616 GPM
CARTRIDGE SIZE = 40"
CARTRIDGE QUANTITY = 22
DIA = 21"
HEIGHT = 61"
DES PRESSURE: 150 PSI
DES TEMP: 30OF
P1200
B-PROTm BOOSTER PUMP
170 GPM @ 250 PSI
50 HP
TEFC MOTOR
460V 3-PHASE
VARIBLE FREQUENCY DRIVE
MOC. 316 SS
DESIGN TEMP = 11 OF
MAX TEMP = 250F
3" SCH80 PVC
P 1200
3" 316SS
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
300A-D, V1301A-D (SHEET 13)
Page 28 of 36
ProChern Inc.
Industrial Water TechnologiP-
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.24.17
Sheet:
12:21
Drawing Number:
20371-012
Scale:
NA
Project
Drawing Title:
BPRO Filter and Feed Pump
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
industrial
UJ S [�VVAITEF SMd

V1300A-D, V1301A-D
HIGH-PRESSURE MEMBRANE HOUSING
8" DIA 40"
MEMBRANE TYPE — HIGH REJECTION BRACKISH WATER
MEMBRANES PER HOUSING =4
MOC. FRP
DES. PRESSURE: 600 PSI
DES. TEMP: 150F
F2100, F2101 (SHEET 12)
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
Page 29 of 36
ProChern Inc.
Industrial Water TechnologiP-
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr,
Design
Information
Designed By:
CBK
Date:
06.25.17
Sheet:
13:21
Drawing Number:
20371-013
Scale:
NA
Project
Drawing Title:
BPRO Membranes
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
industrial '[�' I
UJ S V °'ITC °� � �C

NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
B-PROTM SYSTEM PERM (SHEET 13)
3" SCHEDULE 80 PVC
.:_ t
J
T1400
B-PROTM PERMEATE STORAGE TANK
V = 9,500 GAL
120" DIA x 212.5" HT
THICKNESS: .75"
MOC. HDPE
WEIGHT EMPTY = 2,352 LBS
DES. PRESSURE: ATM
DES. TEMP: 120F
G
A
2" SCHEDULE 80 PVC
P1400
LIFT PUMP
150 GPM at 70 PSI
15 HP @ 3,500 RPM
TEFC MOTOR
460V 3-PHASE
VARIBLE FREQUENCY DRIVE
MOC. 316L SS
DESIGN TEMP = 150F
MAX TEMP = 250F
LSH
1400
D
H
J
3" SCHEDULE 80 PVC
UV1400
ULTRAVIOLET LIGHT
166 GPM
120V 1-PHASE
MOC. 316L SS
DESIGN TEMP = 106F
MAX TEMP = 120F
SAMPLE PORT
r,,J
Page 30 of 36
ProChem Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is conJand
and must not be made public or copied unless authorishall not be used except for the purpose for whichsupplied. This drawing and information is subject to rdemand. All rights of invention or design are reserved
Lw ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
ww . p ro ch a mwate r. co rr
Design
Designed By:
CBK
Date:
06.25.17
Sheet:
14:21
Drawing Number:
20371-014
Scale:
NA
Project
Drawing Title:
BPRO Permeate Tank and Pump
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
�4industrial
V V °'ITC °� � �C'[�' I

I-PROTM SYSTEM CONC (SHEET 9)
T1500
CONCENTRATE STORAGE TANK
V = 9,500 GAL
120" DIA x 212.5" HT
THICKNESS:.75"
MOC. HDPE
WEIGHT EMPTY = 2,352 LBS
DES. PRESSURE: ATM
DES. TEMP: 120F
DRAI f
PIPE SIZE
P1500
LIFT PUMP
60 GPM @ 60 PSI
7.5 HP @ 3,500 RPM
TEFC MOTOR
460V 3-PHASE
VARIBLE FREQUENCY DRIVE
MOC. 316L SS
DESIGN TEMP = 150F
MAX TEMP = 250F
I_1
e
- 2" SCHEDULE 80 PVC
LSH
1500 i
D
H
J
n" cl�"=ni ii = on ruin
2" SCHEDULE 80 PVC
- - 4" SCHEDULE 80 PVC
SAMPLE PORT
PVC
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
EVAPORATOR, LAND APPLICATION, FUEL CONDITIONING
Page 31 of 36
ProChern Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
111116www . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.25.17
Sheet:
15:21
Drawing Number:
20371-017
Scale:
NA
Project
Drawing Title:
Concentrate Tank and Pump
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
[�4industrial
VVAITEF SKI,

T1600
CLEAN IN PLACE TANK
V = 300 GAL
60" DIA x 96" HT
MOC. HDPE
WEIGHT EMPTY = 230 LBS
WEIGHT FULL = 2,728 LBS
DES. PRESSURE: ATM
r1FC TPKAP• 1 90P a 1rn1 nni \/MMfNM\n =nip
LSL
� 1600
-� F
LSH
1600 i
D
LE
1600
G
19
3" SCHEDULE 80 PVC
P1070 (SHEET 08)
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
Page 32 of 36
ProChern Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Designed By:
CBK
Date:
06.25.17
Sheet:
16:21
Drawing Number:
20371-017
Scale:
NA
Project
Drawing Title:
CIP System P&ID
Project Number:
20371
Client Name:
Weyerhaeuser
�4industrial
V V °'ITC °� � �C'[�' I

PLANT AIR
'/2" SCHEDULE 80 P\
PLANT AIR :01111111.-�
'/2" SCHEDULE 80 P\
PC-3820
PC-MC-135
T1700
ANTI-SCALANT STORAGE TANK
V = 150 GAL
34" DIA x 48" HT
MOC. HDPE
WEIGHT EMPTY = 110 LBS
WEIGHT FULL = 1,609 LBS
DES. PRESSURE: ATM
DES. TEMP: 120F
DOUBLE CONTAINED TANK
P 1700A
%2" PVC TUBING
P1701A
'/2" PVC TUBING
- - '/2' PVC TUBING
T1701
MICROBIOCIDE STORAGE TANK
V=150GAL
34" DIA x 48" HT
MOC. HDPE
WEIGHT EMPTY = 110 LBS
WEIGHT FULL = 1,609 LBS
DES. PRESSURE: ATM
DES. TEMP: 120F
DOUBLE CONTAINED TANK
P1700A
CHEMICAL TRANSFER PUMP
5 GPM @ 20 PSI
AIR OPERATED DIAPHRAGM PUMP
MOC. PP/PTFE
DESIGN TEMP = 77F
MAX TEMP = 120F
P1701A
CHEMICAL TRANSFER PUMP
5 GPM @ 20 PSI
AIR OPERATED DIAPHRAGM PUMP
MOC. PP/PTFE
DESIGN TEMP = 77F
MAX TEMP = 120F
/2 JVIILV VLL VV rVV
P1701B
P1700B
CHEMICAL FEED PUMP
.01 GPM @ 80 PSI
ELECTRIC DIAPHRAGM
120V 1-PHASE
P1701 B
CHEMICAL FEED PUMP
.01 GPM @ 80 PSI
PUMP ELECTRIC DIAPHRAGM PUMP
120V 1-PHASE
MOC. POLYPROPLYENE/PVDF MOC. POLYPROPLYENE/PVDF
DESIGN TEMP = 77F DESIGN TEMP = 77F
MAX TEMP = 120F MAX TEMP = 120F
NOTES:
P1701 C
CHEMICAL FEED PUMP
.01 GPM @ 80 PSI
ELECTRIC DIAPHRAGM PUMP
120V 1-PHASE
MOC. POLYPROPLYENE/PVDF
DESIGN TEMP = 77F
MAX TEMP = 120F
'3UARANTEE THE
ECORD DRAWINGS.
INN IS PROVIDED BY
COMPANY.
;ORD
,WING
J
Page 33 of 36
ProChern Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.25.17
Sheet:
17:21
Drawing Number:
20371-017
Scale:
NA
Project
Drawing Title:
CHEMCIAL
FEED SYSTEM P&ID
Project Number:
20371
Client Name:
Weyerhaeuser
(�4VVindustrial
07FE N
AITEF SW��

PLANT AIR >-rA
/2" SCHEDULE 40
CAUSTIC SODA — 25%
P 1702A
/2" PVDF TUBING
'VDF TUBING
T1702
CAUSTIC SODA STORAGE TANK
V=150GAL
34" DIA x 48" HT
MOC. HDPE
WEIGHT EMPTY = 110 LBS
WEIGHT FULL = 1,609 LBS
DES. PRESSURE: ATM
DES. TEMP: 120F
DOUBLE CONTAINED TANK
P1702A
CHEMICAL TRANSFER PUMP
5 GPM @ 20 PSI
AIR OPERATED DIAPHRAGM PUMP
MOC. PP/PTFE
DESIGN TEMP = 77F
MAX TEMP = 120F
P1702B
CHEMICAL FEED PUMP
.01 GPM @ 80 PSI
ELECTRIC DIAPHRAGM PUMP
120V 1-PHASE
MOC. POLYPROPLYENE/PVDF
DESIGN TEMP = 77F
MAX TEMP = 120F
/2 JVI ILVVLL Yv r V VI
5 GALLON PAIL
SODIUM
HYPOCHLORITE
P 1703
''Y2" SCHEDULE 40 PVDF
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
NING
UV1400 (SHEET 14)
Page 34 of 36
ProChem Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.25.17
Sheet:
18:21
Drawing Number:
20371-017
Scale:
NA
Project
Drawing Title:
CHEMCIAL
FEED SYSTEM P&ID
Project Number:
20371
Client Name:
Weyerhaeuser
[�4VVindustrial
07FE N
AITEF SW�� '[�' I

PLANT AIR
PLANT AIR
T1800
BASIC MEMBRANE CLEANER
STORAGE TANK
V = 150 GAL
34" DIA x 48" HT
MOC. HDPE
WEIGHT EMPTY = 110 LBS
WEIGHT FULL = 1,609 LBS
DES. PRESSURE: ATM
T1801
ACIDIC MEMBRANE CLEANER
STORAGE TAN K
V=150GAL
34" DIA x 48" HT
MOC. HDPE
WEIGHT EMPTY = 110 LBS
WEIGHT FULL = 1,609 LBS
DES. PRESSURE: ATM
DES. TEMP: 120F DES. TEMP: 120F
DOUBLE CONTAINED TANK DOUBLE CONTAINED TANK
P1800A
CHEMICAL TRANSFER PUMP
5 GPM @ 20 PSI
AIR OPERATED DIAPHRAGM PUMP
MOC. PP/PTFE
DESIGN TEMP = 77F
MAX TEMP = 120F
P1801A
CHEMICAL TRANSFER PUMP
5 GPM @ 20 PSI
AIR OPERATED DIAPHRAGM PUMP
MOC. PP/PTFE
DESIGN TEMP = 77F
MAX TEMP = 120F
P1800B
CHEMICAL FEED PUMP
5 GPM @ 20 PSI
AIR OPERATED DIAPHRAGM PUMP
MOC. PP/PTFE
DESIGN TEMP = 77F
MAX TEMP = 120F
S
PLANT AIR > H
P1800B
1/2" POLYPROPLYENE TUBING
PC-MC-30
--- 1/2" POLYPROPLYENE TUBING
P1801 B
CHEMICAL FEED PUMP
5 GPM @ 20 PSI
AIR OPERATED DIAPHRAGM PUMP
MOC. PP/PTFE
DESIGN TEMP = 77F
MAX TEMP = 120F
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
T1600 (SHEET 16)
T1600 (SHEET 16)
RECORD
DRAWING
Page 35 of 36
ProChern Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Information
Designed By:
CBK
Date:
06.25.17
Sheet:
19:21
Drawing Number:
20371-017
Scale:
NA
Project
Drawing Title:
CIP FEED
P&I D
Project Number:
20371
Client Name:
Weyerhaeuser
[�4VVindustrial
07FE N
AITEF SW�� '[�' I

T1900
EVAPORATOR CONCENTRATE TANK
V = 5,500 GAL
75" DIA x 290" HT
MOC.
WEIGHT EMPTY = LBS
WEIGHT FULL = LBS
DES. PRESSURE: ATM
DES. TEMP: 150F
EVAPORATOR UNIT
2" 304SS — PROVIDED BY
OTHERS
I_1
- 2" 304SS — PROVIDED BY OTHERS
OFF -SITE DISPOSAL
NOTES:
1. AECOM DOES NOT GUARANTEE THE
ACCURACY OF THE RECORD DRAWINGS.
2. INFORMATION SHOWN IS PROVIDED BY
WEYERHAEUSER NR COMPANY.
RECORD
DRAWING
Page 36 of 36
ProChem Inc.
Industrial Water TechnologiP-
$c
Sustainable Solutions
The information and drawing provided herein is confidential
and must not be made public or copied unless authorized and
shall not be used except for the purpose for which it was
supplied. This drawing and information is subject to return on
demand. All rights of invention or design are reserved.
ProChem Incorporated
5100 Enterprise Drive
Elliston, Va. 24087
540.268.9884
www . p ro ch a mwate r. co rr
Design
Designed By:
CBK
Date:
06.25.17
Sheet:
20:21
Drawing Number:
20371-017
Scale:
NA
Project
Drawing Title:
CHEMCIAL
FEED SYSTEM P&ID
Project Number:
20371
Client Name:
Weyerhaeuser
industrial
07FE N