WQ0029475_Site Plans/Maps_20191202

GENERAL NOTES
SPRAY IRRIGATION SYSTEM FROM PLANS
PREPARED HAGGETT ENGINEERING TITLED
STERLING FARMS, ON -SITE WASTEWATER
SYSTEM, DATED 01JAN02 AND BASED ON
BASE MAP FROM SURVEY PREPARED BY
GAIRY CANADY LAND SURVEYING,
RICHLANDS, NC.
NO.
REVISION
BY
DATE
2
DELETE 5-DAY POND
JWF
5/10/07
-COLUMBIA-®=MOREHEAD CITY= COSE
Coastal Science & Engineering PLLC
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
CLIENT:
Highway 17, L LC
Jacksonville, NC
PROJECT.•
Sterling Farms
Waste Water
Treatment Plant
DRAWING TITLE:
Overall Treatment
a SEAL .
re
y : 10733
SCALE: SHEET #:
N.T.S.
DATE:
8/29/06
DRAWN BY: JWFwin A%
APPROVED BY: t i =:43]
PROJECT #:
2220 OF:7

GENERAL NOTES
\\
1\
�'- ; A
�_ _ -- —1 ► , I I I I I I I I I l� I � �- J �, , 1 j I 1, \\ ,
X-1 4"PVC FORCE MAIN III 1}rTO DISPOSAL SYSTEM
/ r �/AIL
L TIE NEW GRAVEL ROAD PTO CL OF
PROP. ROAD IF E I ). T WISE " \ TT1 v , I,
/ r R I T X ,T , 0 HER \\ I,
CONNECT TO EX. FARM ROAD
INFLUENT FORCE MAIN \ \ 1 r
BY OTHERS TO WITHIN
5 FEET OF EQ TANK
AIL
25
rEDG OF
EL �OAD
SCREEN &BAGGER SYSTEM
25.5
EQUALIZATION TANK
� \ I
_--- o ro
— --L 28.6
N E --- _ ��\�---�---- \ / I + I I ( ( TOP L25.0±I
i; 1 — / / V I \\ 1
B10-REACTnR TANKS
\ o N SLUDGE \ J
ru
STORAGE IN,
TANK
\ \ 1 \ TOP E
L264
J5. J
Co
8 B
�W
' z
0
N
14
0
!U
0
,U
0
a
N
o
o _
i A
0
EL25•0— TOPE } \ \ \ \ \ \
\ 1 0 �� \ I ` \ / GIRD EL252
.4_
ru
26
< / I PROCESS & CONTRO
BLDG., F.F.E 26.5'
26
�
, �\ 2
I 25#I
EFFLUENj_UFT STATION
l 1 I ( ( < \ WWTP TO DISPOSAL SYSTEM
I \ \ = s s1°32:32" `N DUPLEX PUMP STATION
�ACKUP GENERATOR _�- - ypp.21'
MYERS MODEL 3WHV30M 41-43
NON -CLOG WSTEWATER PUMPS
2HP(6.5"imp)
195GPM 30'TDH \\ / / // // / / / l / 'i
PROPERTY INE I / 460v 60HZ 3 PHASE
PROPOSEDro
� ' ,�' —SPRAY-IRRIGATION SYSTEM ROM PLANS PREPARED I
4 Io I
I I /
l HAGGETT ENGINEERING TITL D STERLING FARMS, ON -SITE
x1
,,, WASTEWATER SYSTEM, DAT D 01 JAN02 AND BASED ON SASE MAP
J5. 8 I = =
ro
--= FROM SURVEY PREPARED BY GAIRY CANADY LAND SURVEYING,------ �I
N / , I ,' / I , _ , / ,1
/ // �� / ' 1
RICHLANDS, NC.
ro /
C31
ru
SITE PLAN
SCALE:1" = 30' J \ \\ \ \ \ \ I
NO.
REVISION
BY
DATE
2
DELETE 5-DAY POND
JWF
5/10107
-COLUMBIA-®-MOREHEAD CITYC) S E
-
Coastal Science & Engineering PLLC
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
CLIENT
Highway 17, LLC
Jacksonville, NC
PRaecr.
Sterling Farms
Waste Water
Treatment Plant
DRAWING TITLE.,
Treatment Plant
Site Plan
CA
q SEALN ;
�=
10733Np I
•...
,�-Y' 0
-7
SCALE:
SHEET#:
AS SHOWN
DATE:
8/29/06
U=4
DRAWN BY: JWF
APPROVED BY:
PROJECT it
2220
OF:7

GENERAL NOTES
'OG �
o,
S spy ,o p�OOyo 0 <`'
�TOF 6q DS�
O
�FO
G
tU
TRANSFER PUMP
NON —CLOG
WW PUMPS
2
10
770
21
460
3
3"
3"
EDP
PCP / FLOAT SWITCHES
Q
EQ FEED PUMPS
NO PUMPS
2
10
770
20
460
3
3"
3"
EDP
PCP / FLOAT SWITCHES
O3
DENITRIFICATION
PUMP
SUBMERSIBLE
EFFLUENT
2
10
770
21
460
3
3"
3"
EDP
PCP/ CONTINUOUS OPS
v
BACKPULSE PUMP
CENTRIFIGUL
2
7.5
655
69
460
3
3"
3"
EDP
PCP
O
PROCESS BLOWERS
ROTARY POSITIVE
2
6fm5
7pS5
3"
EDP
PC
©
BLOWER MOTORS
2
30
460
3
EDP
PCP
�7
EQ. TANK BLOWER
ROTARY POSITIVE
2
cfm
psi
3"
ElDP
PCP
®
BLOWER MOTOR
2
8.7
460
3
EDP
PCP
�9
MEMBRANE BLOWERS
ROTARY POSITIVE2
449
CM
4.5
psi
3"
EDP
PCP
10
BLOWER MOTOR
2
25
460
3
1
1
1 EDP
PCP
6" PVC FORCE MAIN
BY OTHERS
[U.
CONTEC SCREEN &
BAGGER UNITS(2)
6" PVC
�6"GV
PUMP SCHEDULE
COARSE AIR DFFUSERS
2" PVC MANIFOLD
EQUALIZATION TANK
67,000 GAL, C-I-P CONC.
SEE SHEET S-1- S-4
FOR STRUCT. DETAILS
3" PVC HEADER
3" PVC HEADER
FLOAT SWITCH
ASSEMBLY
4" E.M. FLOW METER
MOUNT CONVERTER ON TANK
SIDE CONNECT TO PCP
3" PVC DRAIN FOR��
AIR LIFT DECANT
1'" PVC AIRLINE TO AIR LIFT
3" GV -
48" SQ. ALUM.
ACCESS DOORS
INDICATES PIPE AND FITTINGS
TO BE FURNISHED AND INSTALLED
BY CONTRACTOR.
NOTES:
1, ALL PVC PIPE TO BE SCHEDULE 80
2. ALL GALVANIZED STEEL PIPE TO BE SCHEDULE 80
32. REFER TO ZENON DRAWINGS, Z-MOD TYPE L-88,
ZENON PROJECT 600066, STERLING, NC SUBMITTAL FOR
DETAILS OF OWNER PROVIDED SYSTEMS AND ,ASSEMBLY INSTRUCTIONS
4"
" HDPE TUBING
METHANOLFEED
2" HDPE TUBING
NaOH FEED
METHANOL STORAGE TANK
AND FEED PUMPS (2)
NaOH STORAGE _\
AND FEED SYSTEM
PH MONITORING SYSTEM
■ ■ A .
■
. ...,: � II ll II II II II II II Il II I ll II II II II II ,'u�
■ .
■
I A II II II II II II II II II II �II II !III II
�� .■. ■ IIIIIIIIIIIIII IIIIiIII IIII ,,_;
e, ■ � � -��I fk� ��;� - I-�h��ik- k- M����k-�k-�Ik-�k-�k-�M--�Ik-+11 �!����
PROCESS TANKS, AEROOBIC TANK
C-1-P- CONCRETE TRAIN B
SEE DRAWINGS S-5 - S-8 31,645 GAL
FOR STRUCT. DETAILS
Do -
ANOXIC TANK `r
TRAIN B
23,250 GAL
SUBMERSIBLE MIXER
COARSE AIR DFUS
2" PVCNIF
EO
X
�- BALL VALVES (2) 14" 0 GATE _
EM FLOW METER VALVE & D.I. PIPE
FOR SLUDGE LINE 3" PVC AIR LINE TO
Al DIFFUSER MANIFOLD
_ 4" PVC SLUDGE FEED
WITH FLOW METER
SLUDGE HOLDING TANK, 30 DAYS (72,000 GAL)
C-I�P- CONC. W/ ALUM. PANEL COVER
SEE DRAWINGS S-15 - S-17
FOR STRUCT. DETAILS
TREATMENT PLANT PLAN
SCALE: 1 "=80'
4" PVC TO DISPOSAL
m
3
a
4" PVC
EFFLUENT LIFT STATION
BACKPULSE TANK OVERFLOW DRAIN
TREATED WATER, NOT DISENFECTED
- TUBIDITY MONITOR
UV DISENFECTION UNITS
DUTY & STANDBY
�-4" PVC E=FLUENT LINE Wl
4" FLOW METER
�- BACKPULSE TANK
AC
PLANT CONTROL MMEL
`- PERMEATE SKID
MEMBRANE TANK
MEMBRANE CASSETES
OVERHEAD CRANE RAIL
E 3 IN. GALV STEEL PIPE
EA FIRST 10 FEET OF AIR LINE
BLOWER ROOM
LOUVERS
3 IN. GALV STEEL PIPE
FIRST 10 FEET OF AIR LINE
COMPRESSORS
& DRYER
PROCESS &CONTROL BUILDING
SEE DRAWINGS S-9 - S-14 FOR
STRUCT. DETAILS
OVERHEAD
BACKUP POWER GENERATOR
NO.
REVISION
BY
DATE
N
PERMIT AND PROCESS REVISIONS
JWF
9/20/06
/2\
DELETE 5-DAY POND
JWF
05/10/07
COLUMBIAE9=MOREHEAD CITY@S E
-
Coastal Science & Engineering PLLC
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
CLIENT,•
Highway 17, LLC
Jacksonville, NC
PROJECT -
Sterling Farms
Wastewater
Treatment Facility
DRAWING TITLE:
a
_ : n SEAL 's
` 10733
SCALE:
SHEET
N.T.S.
DATE:
8/29/06
DRAWN BY: JWF
APPROVED BY:
PROJECT #:
2220
OF:7

GENERALNOTES
INFLUENT FORCE MAIN
35....I.....
30...I...
PROCESS & CONTROL BUILDING
4" PVC SLUDGE LINE SUPERNATANT AIRLIFT
MEMBRANE TANK TO SLUDGE TANK
MEMBRANE TANKS LIQUID DISPOSAL, 3" PVC GRAVITY
LINE TO EQ TANK
® ®®
r. ,®,®,®,®,®,®,®,® ,®,®,®,®,®, Mimi
■ 1 ,& .
j INFLUENT TRANSFER - BACKPULSE TANK BACKPUL TANK 1 1 SLUDGE REMOVAL BY
3-WAY VALVE 1 , 1
4" PVC - OVERFLOW DRAIN j"®"' ' ®' ®' ' ® 1 , U ISENFECTION UNITS (2) 1
........................1........................................ _ . . . . . . . . . . . _ . . ......................... . . . . . .. ..... . .... .... - PUN(P.OUT TRUCK.. ... .
1 RECIRCULATION LINE URBIDITY MONITORING UNIT 1
EQUALIZAI"ION TANK � 1 1 -
56,200 GAL. TO HWA - _ 6" PVC, MEMBRANE TANK TO ANOXIC EFFLUENT PIPE, 4" PVC
. ............ I .........1.. o„". it ....................... .... .... EL.30.0'
EL.28 1
-
-
-
-.
Ir' ®'
••... ...,
�
MAX. WL EL., 25.8
NZ
=.....
25 ......
......................
..
MAX. L EL. 24.3' . ....
............................-
.
., .... U.........
.............
....
....
_ .......... .....
................. .
1
_
HWA EL. 22.0'
�
-
�.
i
-
1
1
■ SLUDGE STORAGE AND
20 ..
.... .
_
......LAG PUMP. ON. 19.5' ... - ......
1
- ..
...........
ANOXIC. TANK 23.,2.50 GAL/TRAIN
AEROBIC TANK 31,645.GALITRAIN ....�
.....
................... ..........................
1
-
. . 1 .........
DEWA'f EKING TAN
................. .
AL
LEAD PUMP ON 17.5'
1
E�0�
TOTAL VOL. 46,500 GAL.
TOTAL VOL. 63,691 GAL.
1
1
75,260 GAL 2493 G�AUDAY z 30 DAYS
EL. )
1
EL.15.5 ,
1.5 .......
.
®,
Mimi
BAFFLE WALL OPENINGS
1
10.......................................
10-6`` OPENINGS, 'EACH SIDE ......................................................
...�..1...................................................
INFLUENT TRANSFER PUMP
5 . . .
. . . .. ..................................
DUPLEX •X HP- X GPM @XX TDH ..............................................................................................
1 ....................
.............................. .
1
0..........
......... ..............
..............................................................................................................
I.......... ...................................................
1
v
1
1
1
Mimi Mimi 1111111111[or
1
. . . . . . . . . . .
. . .. . . . . .. .. . . . . . . . . . .BURIED PIPELINE . ..........................................................................
.......................................
..............................................................
I ...............
......... TO. SPRAY IRRIGAI"ION FIELD ...............
.......................
......
..............................�
.......................
MAX. POOL EL. 27.0'
WA EL. 27.0'
1
30
.5..................................................................................�-...................67DAY�STORAGEPOND
. . . . . .
. . . . . . . . . . .
. ..l
-
. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
_
1
20..................................................................................
L,M1
........ . .............
..l
................................................................
® �' , ®
I ® I ® , ® Mimi
_
1
PUMP OFF EL.15.5'
-
��
12 PVC GRAVITY LINE
7
�
EL.11.0'
1.0................................
.....................................................................................................................
..........................
I..............................
5..............................................................................................................................................................................................................
0..............................................................................................................................................................................................................
WASTEWATER TREATMENT PLANT HYDRAULIC PROFILE
40
35
30
25
20
15
10
5
0
40
35
30
25
20
15
10
5
0
NO.
REVISION
BY
DATE
2
DELETE 5-DAY POND
JWF
5110/07
COLUMBIAESEMOREHEAD CITY= COSE
-
Coastal Science & Engineering
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
cuear.
Ogden Highway, LLC
1630 Military Cutoff Road
Wilmington, NC 28403
[phone]
PROJECT:
Sterling Farms
Wastewater
Treatment Facility
DRAWING TITLE.
Treatment Systems
Hydraulic Profile
?�Ss�
SEAL
` a 10733
• r
.• g
SCALE: SHEET#:
AS SHOWN
DATE:
8/29106
DRAWN BY: JWFAM
�■
APPROVED BY:
PROJECT #:
2220 OF:7
U