147-11 OVERSIZE PLANS

NORTHEAST BRUNSWICK REGIONAL
WASTEWATER T�ZEATMENT PLANT
8251000 GPD FACILITY EXPANSION
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BRUNSWICK COUNTY
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community infrastructure consultants
PROJECT # 80465.00. RA
VICINITY MAP (N.T.S.)
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(704) 3345348
Office Locations:
North Carolina
South Carolina
Georgia
NC License No. F— 0374
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JUKE 2011
BRUNSWICK COUNTY
William Sue, Chairman
Phil Norris, Vice Chairperson
Charles Warren - Commissioner
Scott Phillips - Commissioner
J. Martin Cooke - Commissioner
TOWN OF LELAND
Walter Futch, Mayor
Brenda Bozeman, Mayor Pro-Tem
Herbert Barnes, Councilman
Pat Batleman, Councilman
Martha Currie, Councilman
CITY OF NORTHWEST
James A. Knox, Mayor
Charles L. Carroll, Mayor Pro-Tem
Darnel Brooks, Sr., Councilman
Foster A. McK.oy, Councilman
Haywood Miller Jr., Councilman
Michael D. Troy, Councilman
RECkIVED r
SEA'
ACM-MHD CITY
TOWN OF NAVASSA
Eulis Willis, Mayor
Michael Ballard, Mayor Pro-Tem
Antonio Burgess, Councilman
Jerry Merrick, Councilman
Milton Burns, Councilman.
Aubrey Suggs, Councilman.
BRUNSWICK REGIONAL WATER AND SEWER (142GO
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
Carl Antos, Commissioner, Chairman of the Board
John D. Crowder, Commissioner, Vice Chairman of the Board
Byron Poe Butler, Secretary of Board
Jeff Gaskill, Commissioner
Bobby Johnston, Commissioner
r RE r !, t E
AUG 2 4 2011
DCM Wii_MiNGTO

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DB. 656, PG, 943
TAX PARCEL ##024-0000— 101
ARIA
217, 705± SQ. FT.
OR 4.998± ACRES
DEMOLITION NOTES:
EXISTING ELECTRICAL BUILDING TO BE DEMOLISHED
REMOVE ANTENNA TOWER
REMOVE INFLUENT SCREEN AND CHUTE
REMOVE THREE (3) EFFLUENT PUMPS
REMOVE CONCRETE STAIRS AND PLATFORM
SEE ELECTRICAL DRAWING FOR UNDERGROUND ELECTRICAL DEMOLITION
EXISTING AIR COMPRESSOR SHALL BE MOVED TO TEMPORARY STRUCTURE
DURING CONSTRUCTION OF THE PROPOSED ATAD NO. 2 TRANSFER PUMP
BUILDING. AFTER FINAL COMPLETION OF THE PROPOSED ATAD NO. 2
TRANSFER PUMP BUILDING, EXISTING AIR COMPRESSOR SHALL BE PLACED
INSIDE BUILDING.
EXISTING FENCE TO BE REMOVED
REASONABLE CARE HAS BEEN EXERCISED IN
IDENTIFYING THE ELEVATIONS OF THE EXISTING
WWTP COMPONENTS. THE CONTRACTOR SHALL
CONFIRM ALL CRITICAL ELEVATIONS PRIOR TO
INSTALLATION TO ENSURE PROPER HYDRAULIC
GRADES BETWEEN THE EXISTING COMPONENTS
AND NEW COMPONENTS.
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0
SLUDGE -.._..
STORAGE
TANK P & W WASTE OIL
It D.B. 943, PG. 858
FLOW MEASUREMENT o
OVERHEAD
SL.UOGE PIP
PANEL Box/ --CASCADE AERATION
CON G PAD o
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TBM 0
CONC. MO .
ELEV= 17.18
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REV, NO.1 DESCRIPTION DATE
REVISIONS
PROJECT MANAGER
TCH
DRAWING SCALE
1:30
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
RaWK(704) 334-5348
WDICKSPON Office LocatiNorth Carolina
community infrastructure consultants South Carolina
Georgia
NC License No. F-0374
RELEASED FOR
DATE
APPROVALS
6/2011
DRAWN BY
AMH
PROJECT DATE
04/2009
BIDDING
APPROVED BY
TCH
PROJECT NUMBER
80465.00.RALocations:
CONSTRUCTION
ALE NAME
PLOT DATE
6/14/2011
RECORD DWG.
El CONC
MON
NE BRUNSWICK REGIONAL WWTP
825, 000 GP D FACILITY EXPANSION
30' U (ILITY EASEMENT
(SEWER OUTFALL)
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
EXISTING SITE PLAN AND DEMOLITION FLAN

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WATER QUALITY SWALE
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SAWCUT
--_JMINUM GRATE EXISTING
ASPHALT
a 2 :t
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/ /- _ _ - _ - -- -- �,� d C NC - � ,Q 1 I i I INSTALL 26
MON �\\ IN FRONT OF REC/WAS BUILDING
�r I I FNQ SAWCUT EXISTING ASP HALT FOR
�� --- CLEAN JOINT TO CONCRETE APRON.
_ 7 -H _
P. )POSED W DIP-EQ' TANK IREtea+' - -
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_ NOT TO SCALE
i I MAINTENANCE
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RESTORE AT END - F �/ •,, / o
1 i 11
CONSTRUCTION
;gyp ;
CONSTRUCTION rrlTH i 6 PR
SEED AND �llu�cH: I EQ PUNT STATION AND -- 1 ( a i M � INSTAA ! 26 -
CONTROL VALVE \ -/ V}{� / ! }
III 7.0 G 7 8: / f'i C� 6" t ,
o ' I TREK � GR�TE�1
TOT tt
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In YH
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RIM - 76 00 +/-
• V) BLDG. STRA?ION / \ ` ^ EXIST. ' R �- 8,24 t� CO NE. IN - 5.98
BLDG. d� - - -o> INV. OUT- 5.88
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6" ED ` P
PIPES
F3RvN 1�(]
D.R. 37Z PG. 475 1 / DOWN
® 1F T FLOW METER - 4 .,.� / / 10" DS - - ,` '
�// MANHOLE ILf` ` ' -t I- 10� C EW MH I F NchV IMH
`\ \ _ - N �o IP.rf 17.06 +f-
t! Da.. ;nI I V. 8.15 V C7.T
PST AT .SET 2" PW OS _ f- IAf ti OUT - 000333
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.,- I 1 PUMP BLDO.
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I i SLUDGE TRANSFER " G.Y. I
LOADING STA: (ION PA EL BOX/ i v
If l r
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g I I r INV. 12.Sa SLUDGE PIP i K I
S WA LE / P i� �r - I�- j 1
_X. DI t I G.
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a I I � ALVE/
c J__u'�RS c <n P - DIP anC PA 8" / •9„ OPHAND3yT
W q, AND ORAIL
X/ ONC. r-
PUL SOX .T-- L)�- ! 7 AERATION x
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9"--_ 48.5 71 .. D IN UNE iNl EL.
_r ZONE -
I ELEC, ri t� INV. EL 1T.21 _....
\ �� ALL 80x S 7M1LFf8" DRAIN- VAL EAU ZONE x TBM `\ I -- L11 a 1.0P�SI..OPE
CON G. MO , \ N e W Temp..I �� - ,75:14LF/$" RAi^Ti `F�GANI jN4�
ELEV= 18.76� 1 Y LUF 1 `v `� - �)� LOCAnON 1.0 � "Lo r 9 p . I t
41' D R `� 15"F 9 it _ '',, ` 8" PVC INFLUENT FM,`' ZONE x
Fence _
-
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-
= - - - -
_ F
- EDGE OF F� :r41EP(T - -• M - - - --' xiSFr s
1
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- 2� RCP RQ NTE \ ROAD -- ,-� / )
- --_� LF
ED�.�_ OF PA _ r--,-
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1=�---- F►�R 0( TI N A
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ELEV.=16.0 DN
k. ELEV.=16.3 UP
!
DESCRIPTION.
REVISIONS J
PROJECT MANAGER
RAC
-- Cif �-- �' __ - _ ,� -- _ - - \ 7
/ /- _ _ - _ - -- -- �,� d C NC - � ,Q 1 I i I INSTALL 26
MON �\\ IN FRONT OF REC/WAS BUILDING
�r I I FNQ SAWCUT EXISTING ASP HALT FOR
�� --- CLEAN JOINT TO CONCRETE APRON.
_ 7 -H _
P. )POSED W DIP-EQ' TANK IREtea+' - -
2 ; Y CARAT' DETAIL _
_ NOT TO SCALE
i I MAINTENANCE
8FDE=22.50 / /�� �_ �
4 \ ( NEW WVEL f �
DRIVEW
J i i f I z�.vT U /� I j� PVC
PULL Box - .,.... .St, OXIDATION o
GENERATOR. ' I Q - -N DITCH
i �I v i
,- X. I I Na,2 N0. 1 1
.
t Tt 2" G.V.1M,�r�jT P.) �_o --
,r
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it m
- PEUELL. Box
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❑ -f" 1 YI1, I
i
p� /� RCP
LAY DOWN YARD i i I ` _ _ _--=��.' _ i, �►
\ DURING CONSTRUCTION - 1
, `��' ��: �.?�: � `-2'" 2,> PW I� �\ 4' P 4 ---�-0� G `� 2' G
- -PX1�- " G.v-�F .
CLEAR AND GRUB If.3e I { 4" z - - „ - - -- - i
_-- � --6"�Q►i/ - - - B 6" DIP PLANT ECY� , 1
RESTORE AT END - F �/ •,, / o
1 i 11
CONSTRUCTION
;gyp ;
CONSTRUCTION rrlTH i 6 PR
SEED AND �llu�cH: I EQ PUNT STATION AND -- 1 ( a i M � INSTAA ! 26 -
CONTROL VALVE \ -/ V}{� / ! }
III 7.0 G 7 8: / f'i C� 6" t ,
o ' I TREK � GR�TE�1
TOT tt
7.20
\ "' o �a� Ve ,v"t'TT IRS MK !1 - 90
.�`" `p / cb % ' } .-PROP. s' PVC Q
_ . RC SI N C ��- UE N� +\ / ,.66� �LGPE
/ PULL Box Q
In YH
W I { ;UI --�Z�-'-' •, IE.t MH
yv
RIM - 76 00 +/-
• V) BLDG. STRA?ION / \ ` ^ EXIST. ' R �- 8,24 t� CO NE. IN - 5.98
BLDG. d� - - -o> INV. OUT- 5.88
�.r _
/ ! F.F.E=18.SG 4" SS�� IL �.Ir S` 6" - H 2
�,y 4 �� - PROP. 6" PVC 0
V '^ i 2" -�.- I+.,_ PANE ,,,,,M 1 _.rDFILTERSh 7.68i SLOPE
v '�. vi . i - { ,,`{ t '" �V
/ • I i` a (2 GY I j
(J I QFI � C NCa SV, LL
1,Ti�.38
6" ED ` P
PIPES
F3RvN 1�(]
D.R. 37Z PG. 475 1 / DOWN
® 1F T FLOW METER - 4 .,.� / / 10" DS - - ,` '
�// MANHOLE ILf` ` ' -t I- 10� C EW MH I F NchV IMH
`\ \ _ - N �o IP.rf 17.06 +f-
t! Da.. ;nI I V. 8.15 V C7.T
PST AT .SET 2" PW OS _ f- IAf ti OUT - 000333
_.�/�=S ATION ` T r v . 2'�P (..:,ff
V SF _ SF A tE �1S��J . jo PY., C�5 1.68i!
7� ii
ATAD ODOR N0,P I OOk
co L TE►� `HAT C) 4,1­1/Z i � i2" DIP OVFI2FLOW,rW.Q,S. #J N III , t 1 -AND GRAVITY 7RANSF£R POST ATAO I I
.,- I 1 PUMP BLDO.
W. Q. S. #2 ®I o" A R ,,,///III{ - F • 1.�EASU GliEt ;
I c c r;aL/
uf
�% INV. Ei., 34.50 /70P 11' i
I i SLUDGE TRANSFER " G.Y. I
LOADING STA: (ION PA EL BOX/ i v
If l r
i I I I EXISTING • I O NEW MH S YP.) OVERHEADCO C PAD ,/Q
g I I r INV. 12.Sa SLUDGE PIP i K I
S WA LE / P i� �r - I�- j 1
_X. DI t I G.
�ICANC W ALL/ATiON
a I I � ALVE/
c J__u'�RS c <n P - DIP anC PA 8" / •9„ OPHAND3yT
W q, AND ORAIL
X/ ONC. r-
PUL SOX .T-- L)�- ! 7 AERATION x
I .
9"--_ 48.5 71 .. D IN UNE iNl EL.
_r ZONE -
I ELEC, ri t� INV. EL 1T.21 _....
\ �� ALL 80x S 7M1LFf8" DRAIN- VAL EAU ZONE x TBM `\ I -- L11 a 1.0P�SI..OPE
CON G. MO , \ N e W Temp..I �� - ,75:14LF/$" RAi^Ti `F�GANI jN4�
ELEV= 18.76� 1 Y LUF 1 `v `� - �)� LOCAnON 1.0 � "Lo r 9 p . I t
41' D R `� 15"F 9 it _ '',, ` 8" PVC INFLUENT FM,`' ZONE x
Fence _
-
F I i �- ,EN LU PvT � � f-- �- �
-
= - - - -
_ F
- EDGE OF F� :r41EP(T - -• M - - - --' xiSFr s
1
ID R „ S431 /60' R W
- 2� RCP RQ NTE \ ROAD -- ,-� / )
- --_� LF
ED�.�_ OF PA _ r--,-
__. SE! !-AR ri 110N -_ _�„ v. V. �y� d�'PRhl
V�r `fOaL(`Afl®N 8 WATERLIN
J
1=�---- F►�R 0( TI N A
E LI
R W- PIPES
ELEV.=16.0 DN
k. ELEV.=16.3 UP
!
DESCRIPTION.
REVISIONS J
PROJECT MANAGER
RAC
DRAWING SCALE
1'=40'
720 CORPORATE CENTER DRIVE
RELEASED FOR DATE
I
DRAWN BY --
PR13JECT DATE
\VK
RALEIGH, NC 27607
APPROVALS
AMH
04/2009
[phone]
_
APPROVED BY
PROJECT NUMBER (
DICKOq0�
BIDDING
RAC
80465.00.RA
Office Locations: North Carolina
'
_
FILE NAME
PLOT DATE
commur infrastructure consultants
South Carolina
CONSTRUCTION
{
7/18/2011
Georgia
NC License No. F-0374
!RECORD DWG.
j H
o -
t' TOP 11.97
{ {{ APROX. LOCATIXFM-
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'OF
F/8" DPkN NEL _
GATE
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ZONE ;< /*
RIG]FiT ANGLE
�Nrair4EER1NQ, P.C.
212 PRINCESS :', iREET
WILMINGTON, NC ?8401
[phone] FAX [phone]
PROJECT
BOUNDARY
FOR LOW DEN- -Y
S.W. PERMIT
W.Q.S.#1
i
r j
Remove 'xisting
Rock C ` Ick Dam
Sod 50 SF
mmedicIltely Upon
----
�� & 4 WASTE C
D.B. 90. PC, 858
Rebuild Existing
Temp. Sediment
---Trap To Dimensions
In Details
EXISTING 16"
EFFLUENT FORCE MAIN
TO CAPE FEAR RIVER.
30' UTILITY EASEMENT
D.B. 656. PG. 943
~� 30' UTiLF
ffJ/ a Iu1VC
FOR INFILTRATION
CONSTRUCTION SCHEDULE
LEGEND
PO
WATER VALVE
4-
FiRE HYDRANT
WATERLINE
-
SEWER FORCE MAIN
-- - -- BILE - - -
UNDER GROUND ELECTRIC
- - - T - - •-
UNDER GROUND TELEPHONE
UTILITY POLE
TELEPHONE RISER
E:P
EDGE OF PAVEMENT
R / 1N
RIGHT OF WAY
CMF"=
CONIC. MONUMENT FOUND
IPF ;O
IRON PIPE FOUND
PROPOSED SPOT ELEVATION
SITE DATA TABLE
TAX PARCEL IDENTIFICATION NUMBER
0240000101
IMPERVIOUS AREA (EXISTING)
50,620
SF/ 1.16 AC
IMPERVIOUS AREA (PROPOSED)
74,000
SF/ 1.70 AC
IMPERVIOUS AREA (TOTAL)
124,620
SF/ 2.86 AC
PROPOSED DISTURBED AREA
186,936
SF /4.29 AC
TOTAL PROJECT AREA
567,000
SF /13.02 AC
PROJECT BUILT UPON AREA
22.0%
DRIVEWAYS
2
ZONING DESIGNATION/CAMA DESIGN
C1
TOTAL PARKING PROVIDED
11
PARKING REQUIRED © 1/300
8
WETLAND NOTE:
* NO WETLANDS EXIST WITHIN THE PROJECT BOUNDARY
LIMITS OF THE LOW DENSITY PERMIT AS SHOWN ON
ON THIS SHEET.
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week prior to beginning construction.
3. Install/Maintain temporary construction entranceVexit.
4. Before clearing and grading of the site, install silt fencing at the base of slopes to restrict movement of sediment
from the site.
5. Begin clearing and grading of the site.
6. Install storm piping, catch basins, and curb inlets.
7. install Inlet Protection for catch basins and curb inlets to restrict movement of sediment from the site.
8. All erosion and sediment control practices will be inspected bi-weekly and after each rainfall event. Needed
repairs will be made immediately.
9. After the entire covered area is stabilized, all temporary measures will be removed and permanent vegetative
repairs to be completed.
VEGETATION PLAN
1. After complete stabilization of the entire covered area, top cover Solis will be roughened by making r "•2" deep
grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tonsfacre; spread 10-10-10 fertilizer at
rate specified and incorporate into the top 6" of soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 40001b/acre grain straw or equivalent and anchor by weighted farm disc set nearly straight or other
mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10- 10-10 fertilizer.
8. Graded surfaces shall not be exposed without grass coverage for more than 15 days, if grades are not complete
and exposure is more than 15 days, temporary seed as specified.
MAINTENANCE PLAN
1. Alt erosion and sediment control practices will be checked for stability and operation following every
runoff -producing rainfall but in no case less than once every week. Any needed repairs will be made immediately to
maintain all practices as designed.
2. All construction entrances will be periodically topdressed with an additional 2 inches of *4 stone to maintian
proper depth. Any sediment that is tracked into the street will be immediately removed.
3. Sediment will be removed from the sediment trap and block and gravel inlet protection device when storage
capacity has been approximately 50 % filled. Gravel will be cleaned or replace when the sediment pool no longer
drains properly.
4. Sediment will be removed from behind the sediment fence when it becomes 0.5 feet deep at the fence. The
sediment fence will be repaired as necessary to maintain a barrier.
5. The sediment basin will be cleaned out when the level of sediment reaches 2.0 feet below the top of the riser.
Gravel will be cleaned or replaced when the sediment pool no longer drains properly.
6. All seeded areas will be fertilized, reseeded as necessary, and mulched according to specifications in the
vegetative plan to maintain a vigorous, dense vegetativie cover.
STABILIZATION NOTES
1. All slopes will be stabilized within 15 days of cease of any phase of grading.
2. All other areas will be stabilized within 30 days of cease of any phase of grading.
W ________�_ GRAPHIC SCALE
CONC
M ON 30'ACC 3, EAST 120 0 40' 30'
D.B. 943, P(7,, 55
FND
/ ! ZONE x
�! 1"=40'
BRUNSWICK REGIONAL WW11-
BRUNSWICK COUNTY FIN L
NO F FOR C
Y ROAD
4' 7 1/2'--7 1 /2' 4'-
SHOULDER
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1 iET e .'.1IC /FT I/4" /FT -�--u• I' /F T. v
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GRAVEL ACCESS ROAD 12" CABC j
CROSS SECTION NCDOT STD.
2' NOT TO SCALE 2'
NOTE:
1) IN UNSUITABLE SOIL LOCATIONS AN ADDITIONAL
UNDERCUTT OF 18" '-ABC STONE WILL BE REQUIRED WITH
PLACEMENT OF TENSAR BX-1100 GEOGRID (OR EOUAi_).
ASSUME FOR BIDDING PURPOSES 12% OF ROAD AREA
WILL BE UNSUITABLE CONDITIONS.
2) SEE GRADING PLAN FOR SIDE SWALE LOCATIOI'1S.

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PROJECT MANAGER
TCH
DRAWING SCALE
N/A
720 CORPORATE CENTER DRIVE
[phone]
WK RAL919)EIGH, NC 20495
DICKOSON Office Locations:
s community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAWN BY
AMH
PROJECT DATE
04/2009
BIDDING
APPROVED BY
RAC
PROJECT NUMBER
80465.00.RA
CONSTRUCTION
RLE NAME
PLOT DATE
----
1
RECORD DWG.
N.E. BRUN WICK REGIONAL 1WJF
BRUNSWICK COUNTY
REV. NO. --� — _ D-SCRIPTION DATE
k. RI VISIONS
EAI
024 4
•
OUTFALL PLAN AND PROFILE
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