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ENGINEERING
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FINAL DESIGN
15 Poole Rd.,Suite 100; el vrlle,
NOT FOR CONSTRUCTION
TEL [phone]; FAX [phone]
P.E.
a www.capefearengineering.com
i N.C. LICENSE# C-1621 r � nA
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CIVIL GENERAL NOTES: SANITARY SEWER NOTES (CONTINUED): °s 'n'
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I. THIS DRAWING IS BASED ON SURVEY DATA BY CAPE FEAR 4. WHERE SANITARY SEWERS PASS UNDER STORM DRAIN PIPE AND THE Q
(---- ENGINEERING, INC. OF BELVILLE, NC AND SURVEY DATA PROVIDED BY VERTICAL SEPARATION IS LESS THAN 24", ENGINEERING SOLUTIONS z
`�`°, a� LEGEND
TOMPKINS LAND SURVEYING OF OCEAN ISLE BEACH, NC. SUCH AS DUCTILE IRON PIPE OR STRUCTURAL BRIDGING SHALL BE "'
Y pVJN RU " -
PROVIDED TO PREVENT CRUSHING THE UNDERLYING PIPE.
Opp GEpRG 6 -41111.
-
2. EXISTING UTILITY II4FORMATION IS NOT TO BE RELIED ON AS BEING sR n o
EXACT OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 5. WHERE SANITARY SEWERS PASS OVER STORM DRAIN PIPE AND THE Wa .a:.. ��
AE ACCESS EASEMENT PROPOSED EXISTING o
LOCATION, VERIFICATION, SUPPORT AND PROTECTION OF ALL VERTICAL SEPARATION IS LESS THAN 24", THE SANITARY SEWER SHALL U GATE VALVE H ABOVEGROUND AND UNDERGROUND UTILITIES TO REMAIN IN PLACE, MEET THE MATERIALS, TESTING METHODS, AND ACCEPTABILITY '
ARV AIR RELEASE VALVE FIRE HYDRANT INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT DRAWINGS. ANY STANDARDS FOR WATER MAINS (I5A NCAC I8C) o '
Bp0 BOA BLOW OFF ASSEMBLY TEE -4-- CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO THE OWNER'S 5045NG ,T910
CROSS AND ENGINEER'S ATTENTION IMMEDIATELY. 6. GATE VALVES MAY BE USED IN LIEU OF PLUG VALVES WITH WRITTEN VICINITY MAP
NOT TO S('a1F
BOC BACK OF CURB .-
REDUCER PERMISSION FROM UTILITY PROVIDER
3. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, TREES,
TBOA 0 • PAVEMENT, UTILITIES, AND OTHER PROPERTY UNLESS THEY ARE TO BE = _ a
CI CURB INLET AL, BUT ®
WATER SERVICE - -. DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REM V STORM o WATER AND GRADING NOTES:
ND- s< -- SEE T-IS SI-IEET FOR
CL CENTERLINE SEWER SERVICE o-- ,,,-- DAMAGED BY THE CONTRACTOR SHALL BE RESTORED BY THE
EASEMENT - - _ CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. I. ALL LOTS SHALL BE GRADED SUCH THAT RUNOFF FROM ALL LEGEND AND GENERAL_C®NC CONCRETEIMPERVIOUS SURFACES IS DIRECTED TO STORMW
ATER COLLECTION NOTES.
WATERLINE -PAWL- 4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, SYSTEMS.
OPP CORRUGATED PLASTIC PIPE FORCEMAIN -per- -x M-- MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE
DE DRAINAGE EASEMENT DUCTILE IRON AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND 2. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDERS FOR
STORM DRAIN Y, r -r l -y; c;- OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS.
DI DROP INLET CONTRACTOR SHALL BE REPLACED BY A NORTH CAROLINA LICENSED
FES W/RIP RAP ES LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 3. ALL CUT OR FILL SLOPES SHALL BE 3=I OR FLATTER UNLESS
DIP DUCTILE IRON PIPE CI / DI n_ OTHERWISE NOTED.
L.,_._;>;-v 5. THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER
EL ELEVATION INLET PROTECTION111 THIS CONTRACT SHALL NOT IMPACT THE OPERATION OF ANY 4. DURING CONSTRUCTION, CONTRACTOR SHALL PERFORM GRADING IN A
ADJACENT PROPERTIES. MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT
EOP EDGE OF PAVEMENT
SILT FENCE -0 ALL TIMES.
6. CONTRACTOR SHALL SEQUENCE WORK AS NECESSARY TO ENSURE --
ESMT EASEMENT THAT ALL UTILITY SERVICES, INCLUDING FIRE HYDRANTS, REMAIN 5. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT ASIIVL EI �� tl
STORM STRUCTURE LABEL o OPERATIONAL DURING CONSTRUCTION. NECESSARY TO ACCOMMODATE STORMDRAIN INSTALLATION
EX/EXI ST EXISTING
AND T � CONSTRUCTION
CONTOURS -' t0''.E.�__. 12LL ASSURE A SMOOTH FIT AND CONTINUOUS GRADE BETWEEN EXISTING
7. THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES AND PROPOSED PAVEMENT SECTIONS.
F=H FIRE HYDRANT TO ENSURE THAT EXISTING PAVEMENT SURFACES ARE NOT DAMAGED
EEEEEEN
FM FORCEMA(N WETLANDS FROM TRACKED CONSTRUCTION EQUIPMENT OR ANY OTHER POSSIBLE 6. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION,
• ,� SOURCE WHEN EQUPMENT IS BEING MOVED DURING AND AFTER WORK ALL PROPOSED PIPES SHALL BE CLEANED OUT TO REMOVE ALL
GI GRATE INLET IS BEING CONDUCTED. CONTRACTOR SHALL REPAIR ANY PAVED AREAS ACCUMULATED SILT AND DEBRIS.
WETLAND BUFFER � * -, -� DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL EXPENSE TO THE
GV GATE VALVE J OWNER. 7. ALL STORM PIPE ENTERING STRUCTURES SHALL BE CUT FLUSH TO
INSIDE OF THE BOX (WITH NO MORE THAN 6-INCHES OF PROTRUSION)
HOPE HIGH DENSITY POLYETHYLENE 8. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE AND GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
HP HIGH POINT LOT NUMBER 2- 126 2" 2 _ SHALL BE KEPT CLEAN AT ALL TIMES. DO NOT ALLOW BUILD UP OF WATERTIGHT.
SOIL, MUD, DUST OR OTHER DEBRIS.
8. ALL STORMWATER STRUCTURES IN PAVED AREAS SHALL BE FLUSH
1CP IRRIGATION CONTROL PANEL 9. A 10-FOOT UTILITY EASEMENT HAS BEEN PLACED ALONG ALL LOT WITH PAVEMENT AND SHALL BE HEAVY-DUTY TRAFFIC RATED.
GOLF TEE BOX W LE-
w LINES THAT ARE ADJACENT TO STREET RIGHTOF
AYS. AN EASEMENT
IE INVERT ELEVATION OF STPUCTUREWILL BE PROVIDED BY T-IE DEVELOPER FOR ACCESS TO PUMPS, FORCE MAINS, AND EROSION CONTROL NOTES:
JB JUNCTION BOX - STORM :
SERVICE LATERALS.
GOLF SAND TRAP ,r I. ALL INITIAL DISTURBANCE ASSOCIATED WITH THIS PROJECT HAS BEEN
LF LINEAR FEET .. -
10. WETLANDS DEPICTED IN THIS PLAN SET WERE DELINEATED BY LAND PERMITTED BY NCDEQ UNDER PERMIT NUMBER BRUNS-2008-180.
-so/ MANAGEMENT GROUP, CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE
LP LOW POINT APPROVED PLANS AND SPECIFICATIONS.
MIN MINIMUM
DRAINAGE SWALE GENERAL UTILITY NOTES:
2. ALL FINAL DISTURBANCE WILL BE PERMITTED SEPARATELY BY NCDEQ.
TH
B. ISSUED FOR REGULATORY REVIEW M
PV PLUG VALVE TEMPORARY I. ALL UTILITY MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL 3. CONTRACTOR SHALL COMPLY WITH CURRENT NC DEPARTMENT OF - 10/25/17
CONSTRUCTION r��'i•� MEET OR EXCEED BRUNSWICK COUNTY AND NCDEQ STANDARDS AND ENVIRONMENTAL QUALITY (NCDEO) "EROSION AND SEDIMENT CONTROL CONCEPT PLAN ISSUED TO OWNER MTH
PVC POLYVINYL CHLORIDE ENTRANCE ! 6 SPECIFICATIONS. PLANNING AND DESIGN MANUAL" FOR ALL EROSION CONTROL WORK, A. FOR REVIEW 27 1q
RC.P REINFORCED CONCRETE F IPE / /
2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINES PRIOR
TO THE INSTALLATION OF ANY NEW LINES.
4. IF UNFORESEEN EROSIVE CONDITION DE DEVELOP DIJRING CONSTRUCTION
AS THE RESULT OF INCREASED RUN R# DESCRIPTION RDATE
EV BY
;RIM RIM ELEVATION OF STRUCTURE OFF OR SEDIMENT DISPLACEMENT, REVISIONS
THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS 3. ALL WATER AND SANITARY SEWER SERVICES ARE TO BE LOCATED 12"
ROW RIGHT OF WAY AND PREVENT DAMAGE TO ADJACENT PROPERTIES.
FROM THE PROPERTY CORNER. WHEN SERVICES ARE PLACED AT
SD STORMDRAIN PROPERTY CORNERS THAT HAVE AN EASEMENT, THEY ARE TO BE 5, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED
PLACED ON THE EASEMENT LINE, TYPICALLY TEN (10) FEET FROM THE CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND SHALL BE
SEP SEPARATION PROPERTY CORNER WHERE THIS APPLIES.
CHECKED FOR STABILITY AND PROPER FUNCTIONING AFTER EVERY E�
RAINFALL EVENT.
SSE SANITARY SEWER EASEMENT 4. EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION.
CONTRACTOR SHALL HAND EXCAVATE WHEN ADJACENT TO EXISTING
SSMH SANITARY SEWER MANHOLE UTILITIES.
STA CENTERLINE STATION
5. THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET, TRANSITION, AND SEQUENCE OF LAND DISTURBANCE:
FITTING THAT MAY BE REQUIRED. CONTRACTOR SHALL BEWMIIMIN/S.M1•MMII•Oi
TBM TEMPORARY BENCH MARK
RESPONSIBLE FOR DETERMINATION OF AND PROVIDING FITTINGS
I. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO THE
TBOA TEMPORARY BLOW OFF ASSEMBLY
NECESSARY FOR COMPLETION OF THE SYSTEM. BEGINNING OF WORK.
,
TYP TYPICAL 2. DETERMINE AND MARK LIMITS OF DISTURBANCE. k.WATER NOTES: Tit N r
WL WATER LINE 3. INSTALL STONE CONSTRUCTION ENTRANCE, AND SILT FENCE. i( :'.IIill
WME WATER MAIN EASEMENT
I. MINIMUM UTILITY SEPARATIONS
\ • 0 1�
SANITARY SEWER - 10-FEET (LATERALLY) 4. INSTALL SEDIMENT BASINS AND SKIMMER DE WATERING DEVICES. ��II p (lid
18-INCHES (VERTICAL - WATER OVERAi- ~tee�� p,S�
OG ��r
RIDG lijk
SEWER) 5. TOP SOIL REMOVAL AND STORAGE. ALL ROOTS, STUMPS, OR OTHER a if
=�,a
STORM SEWER - 18-INCHES (VERTICAL) DEBRIS SHALL BE REMOVED FROM TOP SOIL PRIOR TO STOCKPILING. PLANTATION®
2. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE VERTICAL 6. INSTALL STORMDRAIN AND INLET/OUTLET PROTECTION.
-,-J
SEPARATION IS LESS THAN 18" OR WHERE WATER PASSES UNDER
SEWER, THE SEWER AND WATERMAIN SHALL BOTH BE DUCTILE IRON OR 7. BRING SITE TO FINAL GRADE. SPREAD STOCKPILED TOPSOIL OVER
GALVANIZED IRON PIPE FOR A DISTANCE OF 10' ON EACH SIDE OF TIRE DISTURBED AREAS. i PE F "w= - .'
_ , _
mow,
CROSSING (20' LENGTH CENTERED AT CROSSING - NO JOINTS).
8. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
3. ALL WATERLINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0,5" OR GREATER).
E N G I N E E R I
FROM THE ELEVATION OF FINISHED GRADE.
9. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, ON 151 Poole Rd.,Suite 100;Selviile, NC, 28451
4. FIRE HYDRANTS SHALL BE YELLOW IN COLOR AND SHOULD BE EITHER ALL PERIMETER SWALES AND ALL AREAS WITH SLOPES GREATER TEL [phone]; FAX [phone]
!a
MUELLER OR AMERICAN DARLING. THAN 311 THAT ARE TO BE LEFT IDLE FOR MORE THAN 7 DAYS. PLACE vvww.capefearengineering.com
TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, ON ALL
cC N.C. LICENSE#C-9623
5. METER BOXES SHALL BE SIGMA MB-382 BOXES. OTHER DISTURBED AREAS THAT ARE TO BE LEFT IDLE FOR MORE
THAN 14 DAYS. PROJECT
6. WHERE A WATERLINE PASSES UNDER A STORMDRAIN PIPE, THE 810-0612
mI NUMBER :
WATERLINE SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 10' ON 10. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL SCALE : AS SHOWN
ed
c) EACH SIDE OF THE CROSSING (20' LENGTH CENTERED AT CROSSING - GRADE AND IN SEASON. FERTILIZE, WATER AND REPLACE AS REQUIRED DATE
ui NO JOINTS). TO ESTABLISH A VIGOROUS STAND OF GRASS. TEMPORARY IRRIGATION TRACKING
MAY BE REQUIRED UNTIL GRASS IS FULLY ESTABLISHED. ` E
SANITARY SEWER NOTES:
II. CONTRACTOR SHALL MAINTAIN GRASS AS REQUIRED. THIS INCLUDES
0) I. SANITARY SEWER SERVICES FOR INDIVIDUAL LOTSBUT IS
BY LOW PRESSURE COLLECTION SYSTEM WITH AREINDIVIDUAL TO BE SERVED BUT RE-SEEDING / LIMITED TO IRRIGATING AND MOWING GRASS AND OCEAN RIDGE x_,``' PUMPS ON EACH LOT. PHASE VI GRINDERRE SODDING BARE OR ERODED AREAS. PLANTATION
c`. 12. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, W SECTION
. r:` 2. ALL SEWERLINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER REMOVE ALL ACCUMULATED SEDIMENT FROM SILT FENCE AND OTHER
FROM THE ELEVATION OF FINISHED GRADE. AN EXCEPTION IS WHEN DIP EROSION CONTROL MEASURES AND SPREAD EVENLY ACROSS THE
`d
IS SPECIFIED FOR SEWER. SITE. GRASS THESE AREAS IMMEDIATELY AND REMOVE ALL EROSION
CONTROL MEASURES.cn
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3. SANITARY SEWER SEPARATIONS SHALL COMPLY WITH THE t
REQUIREMENTS OF I5A NCAC 02T .0305 AS SUMMARIZED BELOW= 13. IF SEDIMENT CAN NOT BE SPREAD EVENLY ACROSS THIS SITE BECAUSE " INFORMATION
WATER - 10-FEET (LATERALLY) THE SITE HAS ALREADY BEEN STABILIZED / VEGETATED, CONTRACTOR ' PAGE
' - 18-INCHES (VERTICAL - WATER OVER SHALL BE RESPONSIBLE FOR TRANSPORTING SEDIMENT OFFSITE AND ":------- - -
07)
SEWER) DISPOSING OF SEDIMENT IN ACCORDANCE WITH ALL LOCAL, STATE,
STORM SEWER - 24-INCHES (VERTICAL) AND FEDERAL REGULATIONS.
PROJECT NUMBER SHEET NUMBER
810-0612 H

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SEE SHEET 1-1 FOIL LEGEND
AND GENEP2AL NOTES.
FINAL DESIGN
NOT FOR CONSTRUCTION
FA "* Rlw� GE N 4&, `� "
PLANTATION@
C A P E F 1 E-0; �Aml ml F Z
E NGINEERING.
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone], FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1 621
PROJECT
NUMBER - 810-0612
SCALE AS SHOWN
DATE
,.-TRACKING
PROJECT NUMBER SHEET NUMBER
1_1^
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NOT TO SCAU
SEE SHEET 1-1 EOQ LEGEND
AND GENEQAL NOTES.
11 O
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PLANTATION"
PROJECT
NUMBER : 810-0612
SCALE : AS SHOWN
DATE
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PROJECT NUMBER SHEET NUMBER
1 1 -1

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cV
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VICINITY MAP
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1
FES#600
r /
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EX. POND
tt107
milk 20 0 20 40
-
(� I, 1 INCH = 20 FT
SQUI
s
O
1
io
6' 5,- 0"
6'- 0"1-6-
GRATE PLAN VIEW
WETLANDS VEGETATION NOTE:
THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE
DIVERSE WETLAND SPECIES. A MINIMUM OF 50 PLANTS PER 200 SF OF
SHELF AREA SHALL BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED
24" TO 36" ON CENTER AND SHOULD YIELD FULL COVERAGE IN 1-2 YEARS:
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR
PLANTING ALONG THE 10.1 VEGET11 TED SHELF:
PLANTS SUITED FOR SHELF THAT'S UNDERWATER
- SAGITTARIA LANCIFOLIA (BULL TONGUE)
- SAGITTARIA LATIFOLIA (DUCK POTATO)
SAURURUS CERNUUS (LIZARDTAIL)
PLANTS SUITED FOR SHELF THAT'S ABOVE WATER
- ASCLEPIAS INCARNATA (SWAMP MILKWEED)
- CAREX TENERA (QUILL SEDGE)
- CHELONE GLABRA (WHITE TURTLEHEAD)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE, APPROPRIATE
WETLANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWATER BMP MANUAL FOR LIST
OF OTHER RECOMMENDED WETLANDS PLANTS.
WELDED FABRICATED
iCK W/SQUARE OPENINGS
e
O
1
(o
SCREW
'LUG
BOX PLAN VIEW
NOTES:
1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX
/ AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDEQ/LQS S&E PERMIT.
( 2. ORIFICE/SKIMMER ASSEMBLY AT OUTLET STRUCTURE TO BE TEMPORARILY COVERED WITH
\ ( WIRE AND 57 STONE UNTIL SITE IS STABLE
29.75'
BACK RIR
( ; �pS' ') -~� FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) (t29.75
A.�,
l _ 4" SKIMMER W/ 3.4" ORIFICE
" r 0
t 4 PVC SCREW cP�
' TYPE PLUG
i FRONT RIM 2.7.5'
TEMP
( I j
EX. POND
FES=6A
� # 10 8
-
'
I
,
— — — — — — — — —
— — — —
TOP OF EMBANKMENT = MIN 30,0'
1=1l 3 •� -xTi aii�TiiifT�l�lliiff
SHWT=25.67 - - - ti +µ11- _ - - - _ - _ PRIMARY EMERGENCY SPILLWAY=29.0'
=; I- __ - - - TEMPORARY' POOL=27.0' - 10 min. - - - - - - - - - TEMPORARY POOL_27.0-
- -
�II---17111a5--------------
"-------- ------
I=1 I
TOP FOREBAY=25.0
` -
3� FOREBAY 43; MAIN POOL
BOTTOM = 20.0 IF �11 BOTTOM 20.0 1 - 1111-
1-FOOT OVER EXCAVATE
ice!? I - i 1:� �il�Tl-111=1Ti�Ti=aTi� 11 a I I=1ii�! I�i1=III=rTI� l 1=1i1=1 i - FOR SEDIMENT STORAGE
FOREBAY & WETPOND SECTION
NOT TO 5CALE
REMOVE SKIMMER ONCE SITE HAS EL= 27.0' 4 42" HDPE
BEEN STABILIZED AND INSTALL OUTLET PIPE
PERMANENT ORIFICE PIPE. �l F..e 54" —� �N
8"
4" PVC TEE MIN 54"X4" WEIR AT 27.0'
INV = (TYPICAL THREE SIDES)
\-7 NWL = 25.5' 25.5' INV= 25.5'
4" PVC MIN. 'I FT 6 FT x 6 FT PRECAST CONCRETE BOX
T STUBBED SUMP FOR
j! INTO BOX CLEAPJOUT 12' EXTENDED BASE
4" PVC CAP WITH 2.5" HOLE/
DRILLED
POND BOTTOM
ELEV= 20•0' SECTION VIEW
OUTLET STRUCTURE #6
NOT TO SCALE
TOP OF EMBANKMENT = 30.0' MIN
'y9 PRIMARY EMERGENCY SPILLWAY = 29.00'
STATE STORAGE BOTTOM OF WEIR = 27.0'
.
42" HDPE �o� BOTTOM OF 10:1 SHELF EL= 25.0'
IE= 25.5' ��//� BOTTOM EL= 20.0'
WIDE �/i��%/ ��,'h✓�"�7Ih
10:1 SHELF
EMBANKMENT SECTION
NOT TO 5CALF
12' THICK RIP -RAP W/FABRIC
6"BASE
F
8" STONE BEDDING
UNDER.
64.5 FT
GEOTEXTILE FABRIC TOP OF EMBANKMENT
ELEVATION = 30.0'
TOP OF RIP -RAP z f
EMERGENCY SPILLWAY
OceUS NWT % ---'�
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VICIN17Y MAP
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SEE SHEET I-1 FOQ LEGEND
AND GENEQAL NOTES.
OCFAN
PLANTATIOESP)
PROJECT
NUMBER : 810-0612
SCALE AS SHOWN
DATE
TRACKING
OCEAN RIDG`iE PLANTATION
ND 46 DETAILS
NOT TO SCALE
BY:
}PROJECT NUMBER
0
SHEET NUMBER
—1

TOP OF EMBANKMENT = MIN 30.0'
' 10'min. — — — — TEMPORARY POOL=25 ,.0— — — — — — — — — — — �11= 1 —
11:MPORARY POOL=25.0� �� i 4F
-{IL ------------------- ORARY �li EM
ERGENCY Y SPILLWAY=29.25'
---'----------
I II' TOP FOREBAY=23.0- -I -' "-IN SOME LOCATIONS EXISTING
III_�i I I
ROCK -WALL IS LOCATED AT THE TOP
OFTHE VEGETATED SHELF.
FOREBAY I I I ,�� MAIN POOL II
BOTTOM = 18.0 I BOTTOM = 18.0 �- NOTES:
1-FOOT OVER EXCAVATE
1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX
FOR SEDIMENT STORAGE AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDEQ/LQS S&E PERMIT.
2. ORIFICE/SKIMMER ASSEMBLY AT OUTLET STRUCTURE TO BE TEMPORARILY COVERED WITH
FORESAY & WETPOND SECTION
WIRE AND 57 STONE UNTIL SITE IS STABLE t 25.6 3
�����\':
FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) \��BAQ
NOT TO SCALE 4' SKIMMER W/ 3.4 ORIFICE
'(OQ
4' PVC SCRE
TYPE PLUG
TEMP gdr
REMOVE SKIMMER ONCE SITE HAS EL= 25.0' FRONT RIM 25.0.'
% TOP OF EMBANKMENT = 30.0' MIN
!' '
BOTTOM OF 101 SHELF EL= 23.0'
�..................................................
WIDE
10:1 SHELF
EMEIANKIENT SECTION
NOT TO E CALF
WETLANDS VEGETATION NOTE:
THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE
DIVERSE WETLAND SPECIES A MINIMUM OF 50 PLANTS PER 200 SF OF
SHELF AREA SHALL BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED
24" TO 36" ON CENTER AND SHOULD YIELD FULL COVERAGE IN 1-2 YEARS.
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR
PLANTING ALONG THE 10.1 VEGETATED SHELF,
PLANTS SUITED FOR SHELF THAT'S UNDERWATER
- SAGITTARIA LANCIFOLIA (BULL TONGUE)
- SAGITTARIA LA77FOLIA (DUCK POTATO)
- SAURURUS CERNUUS (LIZARDTAIL)
PLANTS SUITED FOR SHELF THAT'S ABOVE WATER
- ASCLEPIAS INCARNATA (SWAMP MILKWEED)
- CAREX TENERA (QUILL SEDGE)
- CHELONE GLABRA (WHITE TURTLEHEAD)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE, APPROPRIATE
WETLANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWATER BMP MANUAL FOR LIST
OF OTHER RECOMMENDED WETLANDS PLANTS.
12' THICK RIP -RAP W/FABRIC
UNDER.
54.5 FT
GEOTEXTILE FABRIC TOP OF EMBANKMENT
ELEVATION A 30.0'
\/\ 50 FT\�
TOP OF RIP-RAPELEV. 29.2
EMERGENCY SPILLWAY
NOT TO SCALE
WELDED FABRICATED
iCK W/SQUARE OPENINGS
BEEN STABILIZ® AND INSTALL _ _.____.__� SQUARE OPENINGS ` 5'
PERMANENT ORIFICE PIPE.
EXIST ING
4" PVC TEE MIN 18' HCEE 3'-ON
J i 2,T P1P
INV
n NWL = 23.5' i 23.5' INV= 23.12'
— I
12 e PVC MIN. 1 FT SUMP 4 FT x 4 FT PRECAST CONCRETE BOX
STUBBED FOR CLEANOUT
INTO BOX 4zi EXTENDED BASE
4" PVC CAP WITH 2" HOLE 6 BASE
DRILLED . I
6 1 6p
3 O
4'- 0' 4' PVC SCREW
MIN. 8' STONE BEDDING
TYPE PLUG
POND BOTTOM GRATE PLAN VIEW
113.0 SECTION VIEW
BOX PLAN VIEW
OCT 2 8 200
OUTLET STRUCTURE #9 gr.
pop SUR . IAN
'—S _
FS1 p.
G6oRO5t6
� � �•
cqp'g
U
0
BOU1.
SUNSNO A19
VICINITY MAP
NOT TO SCALE
TAL®
0CFAN"--"-RHAJU,
.®� �
L T iIO �,7(g)
151 Poole Rd.,Suife 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER : 810-0612
SCALE AS SHOWN
DATE -
TRACKING :
OCEAN 121Dk0_-'v4'*E PLANTATION
SECTION
IL
NOT TO 5CALE
PROJECT NUMBER SHEET NUMBER
l 1

,f 20' DPAINAGE=
/ Ej,.SEMENT
I /
/
EE
CONTQACTOF--) SHALL I/
TIE_ POND CONTOtJ�-DS /
INTO PQOPO1c5ED GOAD
GRADING, (TYP)
/ �Ov
/ MQb
EES=1000
EOREBAY
/ N
r I I /
— — _ NO2MAL
- - POOL
I
t OS=10
1
3® 31- i I
—29 1
28 1 i
I i
26
27
I
PONDttlO IIIII I III �9 i,
SHWT=33.83'*
— — — — TEMPORARY POOL=35.0
11- 10 min. — — _ — — — — — — TEMPORARY POOL=35.0- —
° _ _ _ _
�i- --- __...----- --------------------
iT ----
1i_I 3a --NWL 35'----- — E
,'_I,E{- TOP FOREBAY=33.0 ��IIII L' i
III `l FOREBAY ";' - I{1=' '�! � MAIN POOL
BOTTOM = 29.0-- I BOTTOM = 26.0 _I11_��
RERAY &, WETPOND SECTION
NOT TO SCALE
TOP OF EMBANKMENT = 38.0' MIN
��inic .�ivr�n V�j � OVI IVM Vr �YCIR = .�7.0
�_--.--- NORMAL_ WSEL = 33 5' (MIDDLE OF 10:1 SHELF) 'K?
..T...................
36" HDPE Aq , BOTTOM OF 10:1 SHELF EL= 33.0'
IE= 32.5' ///�'� BOTTOM EL= 26.0'
.................................................
WIDE
10:1 SHELF
EMBANKMENT CTIO
NOT TO 5CA_E
TOP OF EMBANKMENT = MIN 38.0'
!� 'Z 1 i-1 i 777
kT Tim i i_Tu i i T,
1-FOOT OVER EXCAVATE
— FOR SEDIMENT STORAGE
t.
NOTES:
1, FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX
AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDENR/LQS S&E PERMIT.
2. ORIFICE/SKIMMER ASSEMBLY AT OUTLET STRUCTURE TO BE TEMPORARILY COVERED WITH
WIRE AND 57 STONE UN11L SITE IS STABLE 3
f 36.5'
FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) 4 ��/�gACK RIM AS REQUIRED
SKIMMER W/ 3.1 ORIFICE
Z�
4" PVC SCREW
TYPE PLUG
TEMP gOL -
REMOVE SKIMMER ONCE SITE HAS EL= 35.0° FRONT RIM 35.0'
BEEN STABILIZED AND INSTALL
PERMANENT ORIFICE PIPE.
8" 36" HDPE
4" PVC TEE
MIN OUTLET PIPE
77 NWL = 33.5' INV
33.5' ' INV= 32.5'
12 MIN. 1 FT SUMP 5 FT x 5 FT PRECAST CONCRETE BOX
4% PVC STUBBED FOR CLEANOUT
INTO BOX 12" EXTENDED BASE
4" PVC CAP WITH 2" HOLE 6"BASE
DRILLED
MIN. 8" STnmF RFnnimn
POND BOTTOM
ELEV= 26.0'
SECTION VIEW
WETLANDS VEGETATION NOTE:
THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE
DIVERSE WETLAND SPECIES. A MINIMUM OF 50 PLANTS PER 200 SF OF
SHELF AREA SHALL BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED
24" TO 36" ON CENTER AND SHOULD YIELD FULL COVERAGE IN 1-2 YEARS.
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR
PLANTING ALONG THE 10.1 VEGETATED SHELF..
PLANTS SUITED FOR SHELF THAT'S UNDERWATER
- SAGITTARIA LANCIFOLIA (BULL TONGUE)
- SAGITTARIA LA77FOLIA (DUCK POTATO)
- SAURURUS CERNUUS (LIZARDTAIL)
PLANTS SUITED FOR SHELF THAT'S ABOVE WATER
- ASCLEPIAS INCARNATA (SWAMP MILKWEED)
- CAREX TENERA (QUILL SEDGE)
- CHELONE GLABRA (WHITE TURTLEHEAD)
IF ONE OR MORE OF THE SUGGESTED SPECIES 1S UNAVAILABLE, APPROPRIATE
WETLANDS VEGETA77ON COMMON TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWATER BMP MANUAL FOR LIST
OF OTHER RECOMMENDED WETLANDS PLANTS.
ALUMINUIvi WELDED FABRICATED
TRASH RACK W/SQUARE OPENINGS
SQUARE OPENINGS < 5" I
O
I
in
6- to
4!-
5'- 0"
GRATE PLAN VIEW
i
SCREW
'LUG
BOX PLAN 1EW
OUTLET STRUCTURE #10
i
NOT TO 5CALE #3Y0-
a- - 0 S HNC
wQ
o�
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4
vi ®
GEOROET4�" RO SIT
4� QZ
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5N 11101119
FARO
VICIN17Y NEAP
NOT TO SCALE
SEE SHEET 1-1 F0Q LE(aEN D
AND GENERAL NOTES,
"UFAN D"n
PLANTATION ®R
Ae Aft p
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E NC31NEEK" I
N (3-
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www. ca pefearengineering, corrl
N.C. LICENSE # C-1621
PROJECT NUMBER SHEET NUMBER
- m

>EE SHEET 1-1 EOQ LEGEND
� ND GENEPAL NOTES.
FINAL DESIGN
NOT FOR CONSTRUCTIO
PL TATI N@
PROJECT
NUMBER : 810-0612
SCALE AS SHOWN
DATE
TRACKING :
810-0612 1 P-4

10'min.
TEMPORARY POOL=33.:: — — — — — _ — — — — — — — — — TEMPORARY POOL_33.5_
1--=1
i 111_ TOP FOREBAY=32. — - — _
-1(I— 'r:I j
ll_ I i FOREBAY ti — MAIN POOL —
I 1 BOTTOM = 27.0 BOTTOM = 27.0 1
F RERAY & WETPOND SECTION
NOT TO SCALE
��, TOP OF EMBANKMENT = 35.0' MIN
WIDE
10:1 SHELF
EM RAIN ENT SECTION
NOT TO S(;ALE
TOP OF EMBANKMENT = MIN 35.0'
I II —I I i=1 I I —I 11 I' i 1I-
T — EMERGENCY SPILLWAY=34.0'
1—FOOT OVER EXCAVATE
FOR SEDIMENT STORAGE
NOTES:
1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX
AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDENR/LQS S&E PERMIT.
2. ORIFCE/SKIMMER ASSEMBLY AT OUTLET STRUCTURE TO BE TEMPORARILY COVERED WITH
WIRE AND 57 STONE UNTIL SITE IS STABLE
(t 34.25')� 3
FAIRCLOTITi � SKIIIMIMMEER�(OWR/ENGINEOER�A PROVED EQUAL)
CE
4" PVC SCRE
TYPE PLUG
TEMP
REMOVE SKIMMER ONCE SITE HAS EL= 33.5'
BEEN STABILIZED AND INSTALL
PERMANENT ORIFICE PIPE.
4" PVC TEE
�7 NWL = 32.5'
12"
4" PVC CAP WITH .75" H0�
DRILLED
POND BOTTOM
ELEV= 27.0'
8'
MIN
SECTION VIEW
WETLANDS VEGETATION NOTE:
THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE
DIVERSE WE7LAND SPECIES, A MINIMUM OF 50 PLANTS PER 200 SF OF
SHELF AREA SHALL BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED
24' TO 36' ON CENTER AND SHOULD YIELD FULL COVERAGE IN 1-2 YEARS.
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR
PLANTING ALONG THE 10.1 VEGETATED SHELF.•
PLANTS SUITED FOR SHELF THAT S UNDERWATER
— SAGITTARIA LANCIFOLIA (BULL TONGUE)
— SAGITTARIA LA71FOLIA (DUCK POTATO)
— SAURURUS CERNUUS (LIZARDTAIL)
PLANTS SUITED FOR SHELF THAT S ABOVE WATER
— ASCLEPIAS INCARNATA (SWAMP MILKWEED)
— CAREX TENERA (QUILL SEDGE)
— CHELONE GLABRA (WHITE TURTLEHEAD)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE, APPROPRIATE
WETLANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWATER BMP MANUAL FOR UST
OF OTHER RECOMMENDED WETLANDS PLANTS.
12' THICK RIP —RAP W/FABRIC
UNDER.
16 FT
a
GEOTEXTILE FABRIC TOP OF EMBANKMENT
,\*4, ELEVATION = 35.0'
/\\/ 10 FTiX,�/`/�
TOP OF RIP —RAP
ELEV. = 34.0
EMERGENCY SPILLWAY
NOT TO SCALE
20 0 20 40
1 INCH = 20 FT
15" HDPE
OUTLET PIPE
INV =
32.5INV= 32.0'
MIN. 1 FT SUMP 4 FT x 4 FT PRECAST CONCRETE BOX
PVC FOR CLEANOUT
;TUBBED
OUTLET STRUCTURE #1204
NOT TO SCALE
12 EXTENDED BASE
6"BASE
MIN. 8" STONE BEDDING
��
0
i
6"
3'— 0' r 6"
4'— 0'
GRATE PLAN VIEW
WELDED FABRICATED
4CK W/SQUARE OPENINGS
BOX PLAN VIEW
0
1
�d-
SCREW
'LUG
"."
Aij
OCT 26-
BY; —_—_-
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0 9���
VICINITY MAP
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151 Poole Rd.,Suiie 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
u . DETAILS
PROJECT NUMBER SHEET NUMBER
s 1

EME2GENCY
SPILLWAY
. _ \ EASEMENT
•Y
S FES=1307
\ `-FCPEBAY-2 0 \
FES#1300
NOPMAL
°. FES#1317 POOL_
EX. POND
i
WETLANDS VEGETATION NOTE:
THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE
DIVERSE WETLAND SPECIES. A MINIMUM OF 50 PLANTS PER 200 SF OF
SHELF AREA SHALL BE PROVIDED. PLANTS SHOULD GENERALLY BE PLANTED
24" TO 36" ON CENTER AND SHOULD YIELD FULL COVERAGE IN 1-2 YEARS.
THE FOLLOWING SPECIES OF WETLANDS VEGETA77ON ARE SUITABLE' FOR
PLANTING ALONG THE 10:1 VEGETATED SHELF,
PLANTS SUITED FOR SHELF THA T S UNDERWATER
- SAGITTARIA LANCIFOLIA (BULL TONGUE)
- SAGITTARIA LA71FOLIA (DUCK POTATO)
- SAURURUS CERNUUS (LIZARDTAIL)
PLANTS SUITED FOR SHELF THAT S ABOVE WATER
- ASCLEPIAS INCARNATA (SWAMP MILKWEED)
- CAREX TENERA (QUILL SEDGE)
- CHELONE GLABRA (WHITE TURTLEHEAD)
IF ONE OR MORE OF THE SUGGESTED SPECIES IS UNAVAILABLE, APPROPRIATE
WETLANDS VEGETATION COMMON TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUBSTITU7ED. SEE CH 9 OF STATE STORMWATER BMP MANUAL FOR LIST
OF 07HER RECOMMENDED WETLANDS PLANTS.
12' THICK RIP -RAP W/FABRIC
UNDER.
43 FT
GEOTEXTILE FABRIC TOP OF EMBANKMENT
ELEVATION
-=�30.0' ��
40 FT
TOP OF RIP -RAP
EMERGENCY SPILLWAY
NOT TO SCALE
< \ g f \\ \
s,
- - \ '`' '` ` ems. % � `4 ✓ �a.
- 1 INCH - 20 FT
TOP OF EMBANKMENT = MIN 30.0' TOP OF EMBANKMENT = MIN 30.0'
-=_
-III-_vr 10'min.----------- - _ +-_ 10'min. 85' �S
I I"" TEMPORARY POLL=28.5' _ _ - - _ = _ - _ - - - TTEMPORARY POOL_28.5 - - - - - - _ - - -_f EMERGENCY SPILLWAY=29.5 EMERGENCY SPILLWAY -29.5 Ili _ - - - _. - - - - - TEMPORARY POOL=28.5 - - - - - - - - - - - - - - - TEMPORARY POOL=2 . _ _ - - -i
-�- --- - - _ _ - Y�rl� 1111T -----------NWL=27.5'* ..--------- ---------- NWL=27.5'*- I�Er
f1- ------------- -- - --
(_- ------ -- --- ----- -
�1-1. NWL=27.5* NWL=27.5* �-
r,I=1i I I4
TOP FOREBAY=27.0
SHT=25.67' SHWT=25.67
SH#F=25.6T IF
-
TOP FOREB AY=27.0 l_�
MAIN POOL
ll-i r MAIN POOL I III FOREBAY-2
{ r=1 FOREBAY-i `U I I I I I i 1= 8017DM = 20.0' 1 BOTTOM - 23.0 I
_� BOTTOM = 23.0 I k � l � BOTTOM = 20.0' 11=
�
-ICI- ))T� 1 _ _�_ 1-FOOT OVER EXCAVATE - - - - - - I - f
H (I� 1=1 I i=�T=ITS I= 1-FOOT OVER EXCAVATE FOR SEDIMENT STORAGE 1 1 i 1-Ti=i i i-i I I I I i Ti Ti- I i-lTi i I.1 I I r� i T�i I
FOR SEDIMENT STORAGE
*A.'> PREVIOUSLY PERMITTED AND CONSTRUCTF) *AS PREVIOUSLY PERMITTED AND CONSTRUCTED
FOR BAY 1 & WETPOND SECTION FOREBAY 2 & WETPOND SECTION
NOT TO SCALE NOT TO 5CA F
NOTES:
1. FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL) TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX
AND TO REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED PER NCDENR/LQS S&E PERMIT.
2. ORIFICE/SKIMMER ASSEMBLY Ar OUTLET STRUCTURE TO BE TEMPORARILY COVERED WITH
WIRE AND 57 STONE UNTIL SIE IS STABLE
TOP OF EMBANKMENT = 30.0' MIN
EMERGENCY SPILLWAY = 29.5'
STATE STORAGE BOTTOM OF WEIR = 28.5-
1 3" HDPE BOTTOM OF 10:1 SHELF EL= 27.0'
IE= 26.25' BOTTOM EL= 20.0'
..............................................10,
...
WIDE
10:1 SHELF
EMBANWENT SECTION
NOT TO `KALE
(t 29.25'
FAIRCLOTH SKIMMER (OR ENGINEER APPROVED EQUAL)
2.5' SKIMMER W/ 2.1 ORIFICE
FRONT RIM 29.0'
FABRICATED GRATE TOP
��������\BACK RIM AS REQUIRED
"
4 PVC SCREW
BOLTED TO BOX
TYPE PLUG
TEMP
REMOVE SKIMMER ONCE SITE HAS
EL= 28.5'
4'
BEEN STABILIZED AND INSTALL
PERMANENT ORIFICE PIPE.
24'
8"
18" HOPE
MIN
OUTLET PIPE
4' PVC TEE
-�
INV =
24"X4" WEIR AT 28.5'
p NAIL = 27.5'
27.5' INV= 27'
(TYPICAL THREE SIDES)
-
12"
4" PVC MIN. 1 FT SUMP
4 FT
x 4 FT PRECAST CONCRETE BOX
STUBBED FOR CLEANOUT
INTO BOX
12' EXTENDED BASE
4" PVC CAP WITH 1.5" HOLE
-60BA-SE
DRILLED&�&�
1
k6N.
8" STONE BEDDING
POND BOTTOM
ELEV= 20.0' SECTION VIEW
OUTLET STRUCTURE #1318
NOT TO 5C.4LE
ALL
0
i
6• 3'- 0' r
6.
4'- 0'
GRATE PLAN VIEW
INUM WELDED FABRICATED
H RACK W/SQUARE OPENINGS
t
o ALUMINUM WELDED
i FABRICATED TRASH
RACK W/ SQUARE •
OPENINGS S 5' �'-- ��
AS REQUIRED
I__ 1
r9AS REQUIRED�7
SCREW
SLUG
FRONT TRASH RACK DETAIL
BOX PLAN VIEW
A
OCT 282017
BY.
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LEGEND
SEE SHEET 1-1 FOB' LEGEND
AND G ENEQAL. NOTES.
FINAL
O.. FOR CONSTRUCTION
r vr�j%+
`11\Rl""n
PROJECT
NUMBER : 810-0612
SCALE AS SHOWN
DATE
TRACKING
POND tt13 DETAILS
PROJECT NUMBER SHEET NUMBER
1 - 1 -

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151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
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N.C. LICENSE# C- 1621
('PROJECT Qom�­
NUMBER : 810-0612
SCALE : AS SHOWN
-_
DATE :
---
TRACKING . I
1, OCEAN RIDG"4iE PLAN -IATIO'�N
"'i PHASE V1 - SECTION 2
-
PROJECT NUMBER SHEET NUMBER
P.., .
810-0612 1 UA-1

Lu 50' RIGHT-OF-WAY z
Di.. VARIES VARIES _ �J RAMP TO HAVE
3� 24" CONC. 10, 10, 16 TEXTURED WARNING
CCJ� ROLL CURS "' SURFACE
aI AND GUTTER (a
(TYPICAL) i VARIES TOOLED SCORE
TYPICAL
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24" 24"
REVERSE SECTION STANDARD SECTION
ROLL CURB GUTTER DETAIL
NOT TO SCALE
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1/2" EXPANSION Y O
JOINT @ C*G
1/2" MAXIMUM LIP
1/2" EXPANSION
JOINT SECTION
A -A NOTE: USE RIBBON CURB
DETAIL WHERE INDICATED
(VARIES) SIDEWALK G'-0" MIN. RAMP SEE POLL CURB ON PLANS
48 TOOLED SCORE 12 1/2" EXP. AND GUTTER
I MAX. JOINT —)DETAIL
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UNDISTURBED SUBGRADE — — —
G" THICK CONCRETE SIDEWALK / RAMP 4" THICK AGGREGATE BASE,
TYPE I, No. 21 or 21A
NOTES:
I. CROSS AND SIDE RAMPS SHALL NOT EXCEED A SLOPE OF 12:1. CROSS AND SIDE
RAMPS SHALL BE 3,000 P.S.I. CONCRETE WITH SLIP RESISTANT INTEGRAL DETECTABLE
WARNING SURFACE WITH AN EXPOSED AGGREGATE FINISH.
2. CURB RAMPS ARE TO BE LOCATED WHEREVER AN ACCESSIBLE ROUTE WITHIN THE
RIGHT-OF-WAY OF A ROADWAY DROSSES AS SHOWN ON PLANS OR AS DIRECTED BY
ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING
LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
HANDICAP RAMP
FOR ROLL CURES INTERSECTION
(WITH GRASS STRIP)
NOT TO SCALE
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PLA.NTATIONO
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone] FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER 810-0612
SCALE AS SHOWN
DATE s
TRACKING
OCEAN RIDGE PLANTATION
PHASE VI -SECTION 2
PROJECT NUMBER SHEET NUMBER
810-0612 D-I

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IRR-NCDENR PLAN REVISION
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IRR-WATER AND SEWER
MTH
8 09/ / 3
B.
NCDENR COMMENTS
MAB
g 2/08
A.
ISSUED FOR REG. REVIEW
MAB
4/1 08
.
REV.
DESCRIPTION
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DATE
REVISIONS
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OG�AN � RIDGE
PLANTATION
CAPE FEAR
Engineering, Inc.
151 Poole Rd, 3uke 100
Belvl/le, NC 28451
TEL [phone]
FAX [phone]
www.capefealengineedng.00m
DRAWN
M.HALEY
PROJECT
NUMBER : 810-0612
DESIGN M.HALEY
CHECK :
P. DAVIS
SCALE : 1"-150'
APPROVED:
P.DAVIS
DATE : 12-18-07
OCEAN RIDGE PLANTA'
PHASE VI - SEC2
STORMWATER INDEX
It
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DESIGN
00 PROJECT NUMBER SHEET NUMBER
0- 810-0612 1-2

RIM ELEVATION IS
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BE THE TOP OF
GRATE
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I. CONTRACTOR TO FIELD VERIFY ALL EXISTING
UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION
2. PROJECT AREA = 87.0 AC2ES
3. WETLANDS DELINEATED ON PLAN.
4. ALL STORMWATER DEVICES TO BE LOCATED IN
RECORDED DRAINAGE EASEMENTS. 10' DRAINAGE AND
EASEMENTS RECORDED INSIDE ALL LOT LINES.
UKANVAC= NU- I C=
ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS
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OUTLET STRUCTURE
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F.
IFB-STORMDRAIN ONLY
IRR-°NCDENR PLAN REVISION
IRR-BRUNSCO STORMWATER
IRR-WATER AND SEWER
MTH
8/3/09
E.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2/25/09
D.
NCDENR COMMENTS
MAB
2 18/08
C.
NCDENR COMMENTS
MAB
1 /13/08
B•
NCDENR COMMENTS
MAB
8/19/08
A.
ISSUED FOR REG. REVIEW
MAB
4/1 /08
REV.
DESCRIPTION
REV BY
DA
REVISIONS
01
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OCFAN RIDGE
PLANTATION®
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capetearengineefing.com
OCEAN RIDGE PLANTATION
PHASE VI - SEC 2
STORMWATER PLAN - I
e
9
•
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ISSUED FOR BID
STORMDRAIN ONLY
FINAL DESIGN
NOT FOR CONSTRUCTION
11111011111
PROJECT NUMBER SHEET NUMBER
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STORM DESIGN CHART
Line ID __ .___-w_•
Inlet ID
Grnd/Rim
Elev. Up (ft)
Grnd/Rim Invert
Elev. Dn (ft) Up (ft)
Invert Length
Dn (ft) (ft)
Slope
( 0)
Size
(in)
Pipe
Material
OUTLET PIPES FROM
EXISTING
POND #103
JB K - FES J
JB K
44.00
33.00
34.00
33.00
225.00
0.44
36
RCP
JB L - JB K
JB L
45.50
44.00
35.00
34.00
80.00
1.25
36
RCP
JB M -JB L
JB M
45.00
45.50
37.00
35.00
135.00
1.48
36
RCP
OS N - JB M
OS N
43.50
45.00
38.00
37.00
77.00
1.30
36
RCP
POND #6
CI 601 - FES 600
CI 601
31.95
29.00
25.75
25.50
70,15
0.36
42
RCP
CI 602 - CI 601
CI 602
32.41
31.95
27.31
25.75
115,36
1.35
42
RCP
CI 603 - CI 602
CI 603
32,91
32.41
27.66
27.31
95.47
0.37
36
RCP
CI 604 - CI 603
CI 604
37.11
32.91
31.86
27.66
240.00
1.75
36
RCP
CI 605 - CI 604
CI 605
41.42
37.11
33.66
31.86
1240.00
0.75
30
1 HDPE
CI 606 - CI 605
CI 606
43.52
41.42
34.39
33.66
275.50
0.26
30
HDPE
CI 607 - CI 606
CI 607
43.43
43.52
35.19
34.39
233.59
0.34
30
HDPE
CI 608 - CI 607
CI 608
41.55
43.43
36.01
35.19
274.14
0.30
30
HDPE
CI 609 - CI 608
CI 609
40.83
41.55
36.58
36.01
113.56
0.50
24
HDPE
CI 610 - CI 609
CI 610
40.96
40.83
37.50
36.58
48.02
1.92
18
HDPE
CI 611 - CI 610
CI 611
40.96
40.96
37.71
37.50
22.00
0.95
18
HDPE
CI 612 - CI 601
CI 612
31.95
31.95
27.15
25.75
22.04
6.35
18
HDPE
CI 613 - CI 603
CI 613
32.91
32.91
28.21
27.66
22.00
2.50
24
HDPE
CI 614 - CI 604
CI 614
37.11
37.11
32.41
31.86
22.00
2.50
18
HDPE
CI 615 - CI 605
CI 615
41.42
41.42
34.21
33.66
22.00
2.50
18
HDPE
CI 616 - CI 606
CI 616
43.48
43.52
35.21
34.39
22.00
3.73
18
HDPE
CI 617 - CI 607
CI 617
43.43
43.43
35.74
35.19
22.00
2.50
18
HDPE
CI 618 - CI 608
CI 618
41.55
41.55
36.56
36.01
22.00
2.50
18
HDPE
CI 619 - CI 609
CI 619
40.83
1 40.83
137.08
136.58
1 22.00
2.27
18
HDPE
CI 651 - FES 650
CI 651
33.27
29.00
25.88
25.50
175.79
0.22
42
RCP
CI 652 - CI 651
CI 652
31.58
33.27
26.33
25.88
299.71
0.15
42
RCP
CI 653 - CI 652
CI 653
33.57
31.58
28.30
26.33
143.20
1.38
36
RCP
CI 654 - CI 653
CI 654
36.60
33.57
29.50
28.30
293.48
0.41
36
RCP
CI 655 - CI 654
CI 655
39.36
36.60
32.58
29.50
111.91
2.75
36
RCP
CI 656 - CI 655
CI 656
40.46
39.36
33.48
32.58
180.00
0.50
30
HDPE
CI 657 - CI 656
CI 657
42.40
40.46
33.75
33.48
107.52
0.25
30
HDPE
CI 658 - CI 657
CI 658
43.31
42.40
34.16
33.75
163.28
0.25
30
1 HDPE
CI 659 - CI 658
CI 659
41.97
43.31
34.46
34.16
99.82
0.30
30
1 HDPE
CI 660 - CI 659
CI 660
42.93
1 41.97
37.83
34.46
87.03
3.87
24
1 HDPE
CI 661 - CI 660
CI 661
44.21
42.93
38.45
37.83
180.00
0.34
24
1 HDPE
CI 662 - CI 661
CI 662
43.22
44.21
38.75
38.45
89.51
0.34
24
HDPE
CI 663 - CI 662
CI 663
43.22
43.22
38.90
38.75
22.00
0.68
24
HDPE
CI 665 - CI 651
CI 665
33.27
33.27
26.27
25.88
22.00
1.77
18
HDPE
CI 666 - CI 652
CI 666
31.58
1 31.58
26.66
26.33
22.00
1.50
24
HDPE
CI 667 - 653 1 C
CI 667
33.57
33.57
28.69
28.30
3
22.00
1.77
1 8
HDPE
P
CI 668 - CI 654
CI 668
36.60
36.60
29.72
29.50
22.00
1.00
24
HDPE
DI 669 - CI 654
DI 669
34.00
36.60
30.25
29.50
96.04
0.78
18
HDPE
CI 670 - CI 656
CI 670
40.46
40.46
34.42
33.48
22.00
4.27
24
HDPE
DI 671 - CI 656
DI 671
40.00
40.46
37,00
33.48
84.51
4.17
12
HDPE
CI 672 - CI 657
CI 672
4475
42.40
38.75
33.75
62.02
8.06
24
1 HDPE
CI 673 - CI 672
CI 673
46,90
44.75
42.50
38.75
85.00
4.41
24
HDPE
CI 674 - CI 673
CI 674
46.90
46.90
42.75
42.50
22.01
1.14
18
HDPE
CI 676 - CI 659
CI 676
41.97
41.97
35A0
34A6
1 22.00
4.27
24
HDPE
CI 677 - CI 662
CI 677
46.06
43.22
41.75
38.751
145.011
2.07
18
HDPE
CI 678 - CI 677
CI 678
46.04
46.06
4200.
41 751
HDPE
OS 640 - FES 641 OS 640 1 28.85 1 27.25 125.50 25.25 38.21 0.65 36 1 HDPE
3
POND #14 OUTLET
OS 1453 - JB 1452
OS 1453
45.00
44.15
41.00
39.00
186.71
1.07
36
HDPE
JB 1452 - JB 1451
JB 1452
44.15
42.43
39.00
37.501
134.74
1.11
36
1 HDPE
JB 1451 - FES 1450
JB 1451
42.43
37.50
37.50
34.001
169.30
2.07
36
HDPE
pow
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TRASH SCREEN TO BE ##4 REBAR 0 4"
O.C. +- E.W., WELDED 70 3x3x1/8 ANGLE
PLAN FAMEHOT DIGAVANIZE ALL METALS
AFTER' FABRICATIONLSECURE TO OUTLET
TRASH SCREEN" STRUCTURE.
BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
4'x2'-RECTANGULAR
CUT OUT IN RISER
INV. 40.00
36" RCP
PIPE OUTLET
INVERT:
- 38.00
2' SUMP
6" CRUSHED STONE FOOTING
#4 BARS 0 12" O.C., E.W. SECTION
05-N DETAIL
EX. POND #103 OUTLET
NOT TO SCALE
NORMAL WATER
SURFACE= 26,75
- a
POND BOTTOM
GEtsIERAL NOTES,
I. CONTRACTOR TO FIELD VERIFY ALL EXISTING
UTILITIES
UNDERGROUND
O T S BEFORE BEGINNING CONSTRUCTION
2. PROJECT AREA = 87.0 ACRES
3. WETLANDS DELINEATED ON PLAN.
4. ALL STORMWATER DEVICES TO BE LOCATED IN
RECORDED DRAINAGE EASEMENTS. IO' DRAINAGE AND
EASEMENTS RECORDED INSIDE ALL LOT LINES.
DRAINAGE �QM
ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS
INCLUDING ROOF DRAINS MUST BE DIRECTED TO THE
PROPOSED SYSTEM.
3'x2'-RECTANGULAR
CUT OUT IN RISER 0 3' 0
INV: 40.00 EL 42.00
NP: EL 40.00
36 'RCP PIPE TRASH SCREEN*
FOR DISCHARGE
3
ELEV:38.00
05-N FRONT VIEW
EX. POND #103 OUTLET
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*NOTE:
TRASH SCREEN TO BE #4 REBAR CSC 4"
O.C. +- E.W., WELDED 70 3x3xl/8 ANGLE
PLAN FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN' STRUCTURE.
{BRICK, BLOCK, CMU, OR
1 PRECASI" STRUCTURE.
of I TOP OF OUTI
r_ 4'x2'-RECTANGULAR
.2 CUT OUT IN RISER
BOTTOM OF
NV: 26.75
0
41 48" RCP
0 PIPE
OUTLET
2
INVERT:
to ---[--4
23.00
C
0
0
11
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2' SUMP
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y4 BARS ® 12" o.C., E.W. SECTION
05-106 DETAIL
EX. POND #106 OUTLET
NOT TO SCALE
NORMAL WATER
SURFACE= 26.75
POND BOTTOM
;t1 '
4'x2'-RECTANGULAR
CUT OUT IN RISER 0 4' t 0 l
INV: 26.75 EL 28.75 'l
NP: EL. 26.75 o L
48 "RCP PIPE TRASH SCREEN'
FOR DISCHARGE 3,
5" ►:N. \1
ELEV: 23.00
t
UNDISTURBED j\ .'
EARTH
05- 1 06 FRONT VIEW
,.
EX. POND /106 OUTLET
NOT TO SCALE
UNDISTURBED
EARTH
m
m
�4' PPE
RIAM30.0
01
-
�,N,f\77-1
NN
FES-6(
P
1000 100' 200'
,f QND .#6 W, 1 INCH =100'
y, 1 i ` ,
11,
f=Es-64� .�108 �--
os-6W�QAP APION'> ISSUED FOR BID FINAL DESIGN
SWEET D-0
STORMDRAIN ONLY NOT FOR CONSTRUCTION
o OCEAN Hwy
US
4FA,"7
S/TEOSUNSNGF309
®
VICINITY MAP
NOT TO SCALE
L.Et^aENC�
WETLAND
,
CATCH BASIN WI
INLET PROTECTION
•
JUNCTION BOX
®
FES WITH RIP RAP
C1
DROP INLET W/
INLET PROTECTION
•
OUTLET STRUCTURE
EXISTING TOPO
PROJECT BOUNDARY
2-99
SECTION - LOT NUMBER
F.
IFB-STORMDRAIN ONLY
IRR-NCDENR PLAN REVISION
IRR-BRUNSCO STORMWATER
IRR-WATER AND SEWER
MTH
_
8 3 09
/ /
E.
REVISED STORMDRAIN DESIGN
BASED ON RECORDED MFR
MTH
7 20 09
D.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2/25/09
C.
NCDENR COMMENTS
2/1MA B
8/08
B.
NCDENR COMMENTS
MAB
8/19/08
A.
ISSUED FOR REG. REVIEW
MAB
4/1 08
REV.
Y
REV.BDESCRIPTION
LLAE
REVISIONS
OCEANS RIDGL,
PLAN-TATION°
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Su/te 100
Belvllle, NC 26451
TEL [phone]
FAX [phone]
www.capetearengineeiing.com
DRAWN
WHALEY
PROJECT
810-0612
NUMBER
DESIGN WHALEY
CHECK :
P.DAVIS
SCALE 1" 100'
APPROVED :
P.DAVIS
DATE 12 18-07
OCEAN RIDGE PLANTATION
PHASE VI - SEC 2
STORMWAIIR PLAN - 2
PROJECT NUMBER SHEET NUMBER
810-0612 SVN-2
9
0

r r
till._ ,.
��■■r, ___ ___ �` r •, CI-1425 �y f
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.A
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2-123
y_ 1 I-142 C•
FILL
I I !
AREA `CQ POtZ -4
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It li I ,ram .\ t { '\I �`1f , \ � ,,,.,��",� ���.�' ' �_ ✓ . t� .
� . `� �''�, � _• ..�.°`"� �'. +'`It �.:I� � '��;.,,,��'\ pas �`
_ ;$P
� � e�r, � % ! ` l i �• � �. /� a 1 I 1-- - '. 4 � ..;�°
f # _J % t_
{
j
iT ,t
I FILL
J , � � TO E3-✓�d/�1 -
N4V-I404
qq F r
SEE SHEET SW-2
FOR POND 14
OUTLET
STORM DESIGN CHART
Line ID
Inlet ID
Elev. Up (ft)
/Rim
Elev."Dn (ft)
linvert
Up (ft)
Invert
Dn (ft)
Length
(ft)
Slope
I (%)
Size
I (in)
Pipe
I Material
POND #14
CI 1401 - FES 1400
Cl 1401
49.95
45.00
44.75
42.50
181.18
1.24
30
HDPE
Cl 1402 - Cl 1401
Cl 1402
49.86
49.95
45.00
44.75
22.69
1.10
30
HDPE
Cl 1403 - Cl 1402
Cl 1403
49.86
49.86
45.33
45.00
22.00
1.50
24
HDPE
HW 1404 - Cl 1403
HW 1404
50.75
49.86
46"50
45.33
165.36
0.71
24
HDPE
Cl 1405 - Cl 1401
Cl 1405
52.05
49.95
1 47.80
1 44.75
1 155.06
1 1,97
18
HDPE
JB 1421 - FES 1420
JB 1421
50.36
45.00
42.81
42.50
204.03
0,15
30
HDPE
Cl 1422 - JB 1421
Cl 1422
47.88
50.36
42. 33
42.81
81.74
0.15
30
HDPE
Cl 1423 - Cl 1422
Cl 1423
48.43
47.88
43.68
42.93
228.82
0.33
24
HDPE
Cl 1424 - Cl 1423
Cl 1424
48.78
48.43
44.53
43.68
76.91
1.11
18
HDPE
Cl 1425 - Cl 1424
Cl 1425
49.15
48.78
45.45
44.53
86.61
1.06
18
HDPE
Cl 1426 - Cl 1423
Cl 1426
48.43
48.43
44.01
43.68
22,00
1.50
18
HDPE
CI 1427 - CI 1422
CI 1427
47.83
47.88
43.58
42.93
57.05
1.14
24
1 HDPE
GENERAL N01r=S1
I. CONTRACTOR TO FIELD VEZFY ALL EXISTING
UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 87.0 ACRES
3. WETLANDS DELINEATED ON PLAN,
4. ALL STORMWATER DEVICES TO BE LOCATED IN
RECORDED DRAINAGE EASEMENTS. IO' DRAINAGE AND
EASEMENTS RECORDED INSIDE ALL LOT LINES.
DRAINAGE NOTE,
ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS
INCLUDING ROOF DRAINS MUST BE DIRECTED TO THE
PROPOSED SYSTEM.
0U 17
.�---''ter
�U
z
SITE
�pµiN RD
OLD 63
��
6 0 .t
a:
z
L�D
SUNS NC 80 V
9
VICINITY MAP
NOT TO SCALE
'� _u1_ WETLAND
CATCH BASIN Wl
INLET PROTECTION
• JUNCTION BOX
FES WITH RIP RAP
DROP INLET Wl
INLET PROTECTION
OUTLET STRUCTURE
EXISTING TOPO
� m m � PROJECT BOUNDARY
2-99 SECTION - LOT NUMBER
F.
IFB-STORMDRAIN ONLY
IRR-NCDENR PLAN REVISION
IRR-BRUNSCO STORMWATER
IRR-WATER AND SEWER
MTH
8 3 09
/ /
E.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2/2509
D.
NCDENR COMMENTS
MAB
12/18/08
C.
NCDENR COMMENTS
MAB
1 /1 08
B.
NCDENR COMMENTS
MAB 8/19
A
ISSUED FOR REG. REVIEW
MAB
4/1 /O8
REV.
•
DESCRIPTION
BY
RAT
REVISIONS
I kk CAI
Ala
PLANTATIONS
�� PE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
BeWle, NO28451
TEL [phone]
FAX [phone]
www, capefearengfneen,ng. com
DRAWN
WHALEY
PROJECT
NUMBER 810-0612
DESIGN M.HALEY
CHECK :
P.DAVIS
SCALE : 1"=60'
APPROVED :
P.DAVIS
DATE : 12-18-07
OCEAN RIDGE PLANTATION
PHASE VI SEC 2
LI
d
ISSUED FOR BID
STORMDRAIN ONLY
FINAL DESIGN
� NOT FOR CONSTRUCTION
PROJECT NUMBER SHEET NUMBER
810-0612 SW-3

L
Iv OS 640
Emig
EXISTING
OND #107
RIP -RAP APRON (
SIZING DETAILS ON,�'F- FES 641 EMERGENCY
SHEET D -SPILLWAY (SEE
-DETAIL THIS SHEET)
EXIS-fiNG
POND#108
POND #6 DETAIL GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
3'X 1.0-RECTANGLLAR
CUT OUT IN RISER
NO 27.75
36
EL 15.0
NFh EL 25.5 -
INV125.3 -
5' 111N. EV23.3
5' INSIDEFINAL DESIGN
11 NOT FOR CONSTRUCTION NOT I CONSTRUCTION
EL 28.85
\-3.5" DIA. CIP
LO ISSUED FOR BID
_r . *NOTE:
EEII TRASH SCREEN TO BE #4 REBAR @ 4" STORMDRAIN ONLY
IS
TRASH SCREEN O.C. +- E.W., WELDED TO 3x3xl/8 ANGLE ISSUED
3 PLAN FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
---3.50' DIA.
CQFICE NV. BRICK, BLOCK, CMU, OR
25.5 _±aiw lkkuhV PRECAST STRUCTURE.
3'xl.10'-RECTANGULAR
CUT OUT IN RISER
INV: 27.75
LJNDISTLA2EIED L36 HD
EARTH
POND OUTLET FRONT VIEW
NOT TO SCALE
40'
31.0
30.0 3 0. 0
1 77777 191 7---
I i Ed I F___ i i 1�
EMERGENCY SPILLWAY
OUTFALL FROM POND #4
(SEE S01ON 1 PLANS
PERMANENT, FOR CONTINUATION)
POOL
220.5
_ELEV: 34.5 -
-0 5
0_
22
t T_ -7 4
2
W_ GET ED OUTFALL FROM EX.
- ------ SHEL PONDS (SEE SECTION 1
PLANS FOR
CONTINUATION)
48
A Q 4i JB
c
44
ct�
Ld
Ld
ch EVENTUAL OUTFALL
z
0 AT FES A
F: POND #9 DETAIL GRAPHIC SCALE
0 30 0 15 30 60 (SEE SHEET SW-1)
I z
0 1 inch = 30 ft.
I
11
31.0
± 2' SUMP
TOP OF WEIR: 27.75
TEMP. STORAGE ELEVATION,
3.5" DIA. CIP 12" NORMAL WATER
OUTLET ORIFICE INVERT: J� URFACEX7
INVERT:
25.3 ATTACH GALVANIZED WIRE CLOTH
(8 MESH 0.020 WIRE)
SEE DETAIL FOR POND SECTION
POND BOTTOM: 15.0
ELEV: 23.5
6" CRUSHED STONE FOOTING
#4 BARS @ 12" O.C., E.W. -/ SECTION
POND OUTLET DETAIL (05-G40)_
NOT TO SCALE
IOVEG. SHELF
OUTLET STRUCTURE 101 MAINTENANCE
WITH TRASH RACK I ACCESS
(4- MAX OPENINGS)
(SEE DETAIL THIS SHEET) TOP .01 M51-
101 3
TEMP. STORAGE ELEVATION, 27.75' MSL - - - -
5HWT ELEVATION, 26.17'M5i- NORMAL POOL ELEVATION: 25.51 MSL 3
1 36 - ;4E- DpINV. 26.2' M5L
50TTOM OF 3.5" ORIFIC I' OVER EXCAVATE
FOREBAY-15.0' MSL I FOR SEDIMENT
POND BOTTOM;15.0' MSL STORAGE
NOTES!
1. PUMP WILL BE PROVIDED FOR
MAINTENANCE AND EMERGENCY
DRAINAGE.
2. OUTLET STRUCTURE SIZED TO PASS
YEAR eAWITHOUT
POND #6 WITH F O R E B A Y SECTION 100 OVERTOPPING TWHE POND BANK.
NOT TO SCALE
z
18" HDPE
± 2' SUM
INSIDE
WETLAND SPECIES, PLANTINGS
ON 104 VEGETATIVE SHELF
GENUS/SPF-CIES COMMON NAME
Juncus effusus Soft rush
Iris ver5icolor Blue flog
Distichils splcaW Spike gross
Asclepius incarnata 5wanp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT
WATER LEVEL WITH BERMUDA GRA55
\-1.5" DIA. CIP
*NOTE:
TRASH SCREEN TO BE #4 REaAR @ 4"
O.C. +- E.W., WELDED TO 3x3xl/8 ANGLE
FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
-BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
TOP OF OUTLET: 36.5
TEMP. STORAGE ELEVATION
1.5" DIA. CIP 12" NORMAL WATER
OUTLET 3Z
FORIFICE INVERT: 34.5 . TURFACE= 34.5
INVERT:
34.5 ATTACH GALVANIZED WIRE CLOTH
(8 MESH 0.020 WIRE)
/-SEE DETAIL FOR POND SECTION
POND BOTTOM: 26.0
ELEV: 32.5
6" CRUSHED STONE FOOTING
#4 BARS @ 12" O.C., E.W. SECTION
POND OUTLET DETAIL (05-950)_
NOT TO SCALE
10'VEG. SHELF
OUTLET STRUCTURE I 10' MAINTENANCE
WITH TRASH RACK ACCE55
(40 MAX OPENINGS) I
10, 3 TOP OF POND: 3B.0' M5L
TEMP. STORAGE ELEVATION: 36.5' MSL
5HWT ELEVATIONz 36.08'M51- NORMAL POOL ELEVATION: 34.5' MSL 3
Z_ I - HDPE I INV. 34,231 M5L
OF 1.5" ORIFICE I' OVER EXCAVATE
BOTTOMFOREBAY=29.0' M51- I r FOR SEDIMENT
POND BOTTOM:260.0' MSL STORAGE
NOTES.,
1. PUMP WILL BE PROVIDED FOR
MAINTENANCE AND EMERGENCY
DRAINAGE.
2. OUTLET STRUCTURE SIZED TO PAW
YEAR V&NT WITHOUT
POND #9 WITH F O R E B A Y SEC TI ON 100 OVMMPPING THE POND BANK.
NOT TO SCALE
0:
G�OjjO*A Rp
0 S/ TE
j63
10 C C' S E IT
"o,'16
0 siz GS
ICA
p,
U0wo
su t4cs,03
VICINITY MAP
No
G*
'2eV%ser.> pep- t,4CPe-A?_
APfQc.ATiw-,1 FeT�3?44
Wr tA
©! /I I loci
F.
IFB-STORMDRAIN ONLY
IRR-NCDENR PLAN REVISION
IRR-BRUNSCO STORMWATER
MTH
-
8/3/09
E.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2_/25/09
D.
NCDENR COMMENTS
MAB
12/18/08
C.
NCDENR COMMENTS
MAB
T1 /13 _/0 8
B.
NCDENR COMMENTS
MAB
9/2/08
A.
ISSUED FOR REG. REVIEW
MAB
4/11/08
REV.
#
DESCRIPTION
Y
RATE
REVISIONS
CAR
S AL
20563
Y
TA' RIDGE
PLANTATION®
CA
PE %.F.#MSPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Be/vIlle, NC 28451
TEL [phone]
FAX (910) 3a3-1045
www.oapefearengineeting.com
('DRAWN :
M.HALEY
PROJECT
NUMBER 810-0612
DESIGN : M.HALEY
CHECK :
RDAVIS
SCALE AS SHOWN
APPROVED:
P.DAVIS
DATE 12-18-07
OCEAN RIDGE PLANTATION
PHASE VI - SEC 2
POND DETAILS
POND 6 & POND 9
9
4
qP
Wm
PROJECT NUMBER SHEET NUMBER
810-0612 P-1

INSID
19
I I
ERMANENT-
1 -•r
t
_ .._
-w
RIP RAP A11'PRON'.(TYP
(SEE, SHEE �-''.FOR t 9'89
SI I\\NG INFO) I /
' I TVVO 24" , ONNEC R
1 PIPBS SE BELOW E
a 1
NOR AL
EE EL ELEV. �E
'ST IL THIS SNEtT>
1.
t
POND #10 DETAIL
CF 1 C
10
EVENTUAL OUTFALL
AT JB 1053
GRAPHIC SCALE (SEE SHEET SW-1)
30 0 15 30 60
1 inch = 30 ft.
NORMAL POOL: 36.5 PLAN
' I
INV, 34.0
2-2.4" L24"
CONNECTOR
PIPS OUTLET
CONNECTOR PIPE INVERT:
35.25
DETAIL
2' SUMP
ELEV: 33.2
"--1.0" DIA. CIP
*NOTE:
TRASH SCREEN TO BE /#4 REBAR @ 4"
O.C. +- E.W., WELDED TO 3x3xl/8 ANGLE
FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
-BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
TOP OF OUTLET: 37.50
TEMP. STORAGE ELEVATION IS
RNAL DESIGN
NOT FOR CONSTRUCTION
FST
SUED FOR BID
ORMDRAIN ONLY
-1.0" DIA. CIP 12" NORMAL WATER
ORIFICE INVERT: 36.5 SURFACE=36.5v
ATTACH GALVANIZED WIRE CLOTH
(8 MESH 0.020 WIRE)
i SEE DETAIL FOR POND SECTION
POND BOTTOM: 31.0
6" CRUSHED STONE FOOTING
#4 BARS @ 12" O.C., E.W. SECTION
POND OUTLET DETAIL (05-1050)
NOT TO SCALE
10'VEG. SHELF
OUTLET STRUCTURE 10' (MAINTENANCE
WITH TRASH RACK ACCESS
101
(4" MAX OPENINGS)
TOP OF POND: .0' MSL
3
TEMP. STORAGE ELEVATION: 37.5' MSL
- - - - 5HWT ELEVATION: 3q.42'M5L NORMAL POOL ELEVATION: 36.5' MSL 3
I -- 10 HDPE� " I INV. 34.00' M5L
I.O° oRlFlc 0 OVER EXCAVATE
BOTTOM OF ` I FOR SEDIM T
FOREBAY=31.0' MS POND BOTTOM:31.0' MSL STORAGE
NOTESe
1. P WILL BE PROVIDED FOR
MAINTENANCE AND EMERGENCY
DRAINAGE
2. OUTLET STRUCTURE SIZED TO PASS
POND #1 O WITH F O R E B A Y SECTION 100
OVERTTO PINGETTHHE WrMOUT
POND BANK.
NOT TO SCALE
2' X 7-PECTANGLLA12
CUT OUT IN RISER
NV, 33.50
36'
5' MN.
AAA
D•
•2
• •
UNDISTURBED
EARTH
POND OUTLET FRONT VIEW
NOT TO SCALE
�367 HOPE
± 2' SUMP
4- INSI
PLAN
OUTLET
INVERT:
30.50
ELEV: 28.5
WETLAND 5PECIE5 PLANTINGS
ON 10d VEGETATIVE 5HELF
GENUS/SPECIES COMMON NAME
Juncus effusus Soft rush
Iris versicolor Blue flag
Distichlis spicata Spike grass
Asciepias incarnate Swamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT
WATER LEVEL WITH BERMUDA GRASS
\-2.25" DIA. CIP
*NOTE:
TRASH SCREEN TO BE #4 REBAR @ 4"
O.C. +- E.W., WELDED TO 3x3xl/8 ANGLE
FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
-BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
TOP OF RISER = 35.50
2'x2'-RECTANGULAR
CUT OUT IN RISER AT
TEMP. POOL = 33.50
2.25" DIA. CIP 12" NORMAL WATER
ORIFICE INVERT: 30.5 SURFACE=30.50
v
II%�ti i IlI- ATTACH GALVANIZED WIRE CLOTH
(8 MESH 0.020 WIRE)
SEE DETAIL FOR POND SECTION
POND BOTTOM: 17.0
6" CRUSHED STONE FOOTING
#4 BARS @ 12" O.C., E.W. SECTION
POND OUTLET DETAIL (05-1 1 75)
NOT TO SCALE
ova. sl-la�
EVENTUAL OUTFALL OUTLET STRUCTURE 10' MAINTENANCE
AT FES 1179 WITH TRASH RACK ACCESS
;SEE SHEET SW-1) (4" MAX OPENINGS)
TOP OF POND: .0' M5L
10, 3
TEMP. STORAGE ELEVATION: 33.5' M5L - _ - -
- - - - 5HWT ELEVATION: 360IM56 NORMAL POOL ELEVATION: 30.5' M5L _ 10_ 3
1 36p HDPE I� INV. 26.75' MSL
I�
BOTTOM OF 2,25" ORIFIC 2 1' OVER EXCAVATE
FOREBAY-26.0' M5L I j FOR SEDIMENT
POND BOTTOM:17.0' MSL STORAGE
Se
1�PUMMP WILL BE PROVIDED FOR
POND #11 DETAIL GRAPHICSCA30E 60 _T MRAINAGWCE AND EMERGENCY
DRAINAGE.
30 oS
POND #11 WITH F O R E B A Y S E C TI O N 2100 YEAR EVE
NT RWITHOUTT TO PASS
® NOT TO SCALE OVERTOPPING THE POND BANK.
1 inch = 30 ft.
cEANW'i
US 9
cr­t
Wfl
G�aw>v R4. SATE
OLD GSRR1�63
o at
� w wpm
J
a z
I00
SUNSNO B119O
VICINITY MAP
Nor TO SCALE
R�vlsl�s> p�;,tiZ Nct�crcg.
Nt'� t�
9 Illo�
F.
IFB-STORMDRAIN ONLY
IRR-NCDENR PLAN REVISION
IRR-BRUNSCO STORMWATER
MTH
8/3/09
E.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2/25/09
D
NCDENR COMMENT
MAB
2/18/08
C.
NCDENR COMMENTS
MAB
1
B
NCDENR COMMENTS
MAB
8/ 9708
A.
ISSUED FOR REG. REVIEW
MAB
/OS
REV.
DESCRIPTION
RAVY
REVISIONS
20M
11
C�NTp.S1�
O+G�AN������RIDGE
PLANTATION®
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
DRAWN :
WHALEY
PROJECT
NUMBER : 810-0612
DESIGN : WHALEY
CHECK :
P.DAVIS
SCALE : AS SHOWN
APPROVED :
P.DAVIS
DATE : 12-18-07
OCEAN RIDGE PLANTATION
PHASE VI - SEC 2
POND DETAILS
POND 10 & POND 11
a
•
•
0
PROJECT NUMBER SHEET NUMBER
810-0612 P-2

SPILLWAY (SEE
DETAIL THIS SHEET)
c'
z
U
0
U
J
POND #13 DETAIL 4
POND #14 DETAIL
V
,=ram
#1 6
GRAPHIC SCALE
30 0 15 30 60
inch = 30 ft
20'
2n n
EMERGENCY 5PILLWAY
w
N
Z
8" HDPE
2' SUMP
5' IN
\-0.75" DIA. CIP
*NOTE:
TRASH SCREEN TO BE #I4 REBAR Q 4"
O.C. +— EX, WELDED TO 3x3x1/8 ANGLE
PLAN FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
BRICK, BLOCK, CIVIL, OR
PRECAST STRUCTURE.
TOP OF OUTLET: 28.75
TEMP. STORAGE ELEVATION
0.75" DIA. CIP 12 NORMAL WATER
ORIFICE INVERT: 27.7 �SURFACEv27.75
OUTLET —
INVERT:
27.50 ATTACH GALVANIZED WIRE CLOTH
(8 MESH 0.020 WIRE)
SEE DETAIL FOR POND SECTION
POND BOTTOM: 18.0
6" CRUSHED STONE FOOTING
#4 BARS © 12" O.C., E.W. SECTION
POND OUTLET DETAIL (05-13 50)
NOT TO SCALE
10'VEG. SHELF
OUTLET STRUCTURE I 10' MAINTENANCE
JNOTES WITH TRASH RACK ACCESS
1. PUMP WILL BE PROVIDED FOR (4" MAX OPENINGS)
MAINTENANCE AND EMERGENCY DRAINAGE TOF OF POND; 10.0' M5L
la 3
TEMP. STORAGE ELEVATION: 25.75' MSL — — — —
E-- — — SHWT ELEVATION: 27.48'MSL NORMAL POOL ELEVATION: 27.75' MSL _ _ _ 3
I INV. 27.25 MSL
10
2 0.75' ORIFIC
BOTTOM OF I' OVER EXCAVATE
FOREBAY=23.0 MSL ° I FOR SEDIMENT
POND BOTTOM:115.0' MSL STORAGE
OTES:
-T 1. PUMP WILL BE PROVIDED FOR
MAINTENANCE AND EMERGENCY
DRAINAGE
2. OUTLET STRUCTURE SIZED TO PASS
100 YEAR EVENT WITHOUT
r .Y�
POND #13 WITH f= O R E B A Y SECTION SOPPING THE POND BANK.
NOT TO SCALE
GRAPHIC SCALE
1 inch = 30 ft.
f�
I�
1
EVENTUAL OUTFALL
AT FES 1450
! (SEE SHEET SW-2)
36" HDP
2' SUMP
IN
PLAN
OUTLET
INVERT:
41.0
\--1.75" DIA. CIP
*NOTE:
TRASH SCREEN TO BE #4 REBAR 0 4"
O.C. +— E.W., WELDED TO 3x3xl/8 ANGLE
FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
— BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
TOP OF OUTLET: 45.00
TEMP. STORAGE ELEVATION
LNOT
FINAL DESIGNFOR CONSTRUCTION
L
SUED FOR BIDORMDRAIN ONLY
WETLAND SPECIES PLANTINGS
ON Will VEGETATIVE SHELF
GENUS/SPECIES COMMON NAME
Juncus effusue Soft rush
Iris versicolor Blue flag
Distichlis spicato Spike grass
Asclepias incarnata Swamp milkweed
VEGETATE POND 5LOPE5 ABOVE PERMANENT
WATER LEVEL WITH BERMUDA GRASS
75" DIA. CIP 12 NORMAL WATER
SURFACE= 42.75
FICE INVERT: 42.7�.,y
ATTACH GALVANIZED WIRE CLOTH
(8 MESH 0.020 WIRE)
t 1_ SEE DETAIL FOR POND SECTION
POND BOTTOM: 32.0
6" CRUSHED STONE FOOTING
#4 BARS @ 12" O.C., E.W. SECTION
POND OUTLET DETAIL (05-1453)
NOT TO SCALE
VEG. SHELF
OUTLET STRUGT 10' MAINTENANCE
ACCESS
WITH TRASH RACK
(4' MAX OPENINGS)
TOP OF POND: .O' MSL
10'
\ — TEMP. STORAGE ELEVATION: 45.0' MSL — — — -
- — — — SHWT ELEVATION: 44.42'M5L NORMAL POOL ELEVATION: 42.75' MSL 3
i M. 10 I 36" ybPE _ II INV. 39.00' MSL
1.75" ORIFIC
OF 2 1' OVER EXCAVATE
FORESAY-37.0' M5L 11 FOR 5EDIMENT
POND BOTTOM:32.0' MSL i� STORAGE
NOTES:
1. PUMP WILL BE PROVIDED FOR
—% MAINTENANCE AND EMERGENCY
j DRAINAGE
2. OUTLET STRUCTURE SIZED TO PASS
POND #14 WITH F O R E B A Y SECTION 100YEAR EVENT WITHOUT
OVERTOPPING THE POND BANK.
NOT TO SCALE
3
wQ
4
GOWN
0� GEOR,163
SR to apt a
� w orn
Q D
SONSNC 11,01U91
O VICINITY MAP
NOT TO SC4U
�'
t�VlS�3> F�.R Nt.�Er1R.
MTL�
F.
IFB—STORMDRAIN ONLY
IRR—NCDENR PLAN REVISION
IRR—BRUNSCO STORMWATER
MTH
8/3/09
E.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2/25/09
D.
NCDENR COMMENTS
MAB
2/18/09
C.
NCDENR COMMENTS
MAB
1/13/08
B.
NCDENR COMMENTS
MAB
9 2/08
A.
ISSUED FOR REG. REVIEW
MAB
4/1 /08
REV.
DESCRIPTION
REV.Y
REVISIONS
%0'411dier®glrrd
%-\ ACAROB
AL -
�. f
QGEAN RIDGE
PLANTATION®
IPCAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Betville, NC 28451
TEL [phone]
FAX [phone]
www.capefewengineeting.com
DRAWN
WHALEY
PROJECT
NUMBER ; 810-0612
DESIGN WHALEY
CHECK
P.DAVIS
SCALE : AS SHOWN
APPROVED :
P.DAVIS
DATE : 12-18-07
OCEAN RIDGE PLANTATION
PHASE VI - SEC 2
POND DETAILS
POND 13 & POND 14
PROJECT NUMBER SHEET NUMBER
810-0612 P-3
1
6:1

GENERAL CONSTRUCTION NOTES:
1) THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
OF ALL DUSTING UTILITIES PRIOR TO CONSTRUCTION.
ABBREVIATIONS
SDMH
STORM DRAIN MANHOLE
FH
FIRE HYDRANT
DI
DROP INLET
CI
CURB INLET
SSMH
SANITARY SEWER MANHOLE
WL
WATER LINE
IE
INVERT ELEVATION
RIM
RIM ELEVATION OF STRUCTURE
LF
LINEAR FEET
DIP
DUCTILE IRON PIPE
PVC
POLYVINYL CHLORIDE
ELM
ELEVATION
GV
GATE VALVE
MIN.
MINIMUM
TYP,
TYPICAL
HP
HIGH POINT
LP
LOW POINT
CONC.
CONCRETE
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
TBM
TEMPORARY BENCH MARK
STA.
STATION
BOA
BLOW OFF ASSEMBLY
NIP
NEW IRON PIPE
FES
FLARED END SECTION
STORMWATER PLANS
for Section 2/Tract B
OCEAN RIDGE PHASE VI
SUNSET BEACH, NC
OLD GEORGEo,wN ROADS. R. 1163
RACT MAP
SCALE 1 "= 600'
TRACKING CHART
TRACT
A
B
C
TOTAL
ROADS
5,51 ACRES
5.89 ACRES
FUTURE DEVELOPMENT
11.40 ACRES
BUILDINGS
17.77 ACRES
22.18 ACRES
FUTURE DEVELOPMENT
39.95 ACRES
SIDEWALKS
2.51 ACRES
2.68 ACRES
FUTURE DEVELOPMENT
5.19 ACRES
FUTURE IMPERVIOUS
ALLOCATION
7.40 ACRES
9.24 ACRES
FUTURE DEVELOPMENT
23.41 ACRES
TOTAL BUILT UPON
33.19 ACRES
41.22 ACRES
FUTURE DEVELOPMENT
74.41 ACRES
TOTAL AREA
101.88 ACRES
87.0 ACRES
514.50 ACRES
703.38 ACRES
SUBMITTAL/APPROVAL
DATE
APPROVED 1017107
SW8 070917
SUBMITTED 5/16108
SW8 080533
REVISIONS
SUBMITTED
AUGUST 2008
SUBMITTED
AUGUST 2008
CA FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
0 V7
_----_"
SIN
0
w�
C�
�z
N
S/ TE
RO
G5aWN
OLO GSRR116
Q N
Q Z
13
LOCATION MAP
NOT TO SCALE
INDEX
COVER
INDEX
SW-1 STORMWATER CONTROL PLAN
SW-2 STORMWATER CONTROL PLAN
SW-3
STORMWATER CONTROL PLAN
P 1
POND DETAILS. PONDS 6 & 9
P-2
POND DETAILS: PONDS 10 & 11
P-3
POND DETAILS: PONDS 13 & 14
D-1
STORMWATER DETAILS.
D-2
DRAINAGE AREA EXHIBIT
APPROvE-A�
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
17-",fPe-2cD'y-,
P.E.
DATE

9
PROJECT
BOUNDARY
GRAPHIC SCALE
200 0 100 200 400
1 inch = 200 ft.
US HNWYV
0
w01
U
17
01
Z
OWN RD.
(' S/TE
tD rEDR� 63
0 SR �o
c�� w wo rn
zap �z
BpU�ARD
SUNSNc 79
VICINITY MAP
NOT TO SCALE
4FCAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
DRAWN
M.CRUTCHFIELD
PROJECT
810-0612
NUMBER
DESIGN M.BROWN
CHECK
J.BOYD
SCALE 1"=200'
APPROVED:
P.DAVIS
DATE 12-18-07
OCEAN RIDGE PLANTATION
PHASE VI — SEC2
el
INDEX
LFINAL DESIGN
NOTFOR CONSTRUCTION
PROJECT NUMBER SHEET NUMBER
810-0612 INDEX

RIM ELEVATION IS
CONSIDERED TO
BE THE TOP OF
GRATE
YARD UMT
NOT TO SCALE
SQUARE POLYLEFIN W1 U.V.
INHIBITOR / CAST
IRON / GALVANIZED STEEL
GRATE OR APPROVED EQUAL
IN-UNE TEE AS MFG. BY
ISCO INDUSTRIES, LLC.,
WRAP JOINT ENTIRELY
IN GEO-TEXTILE FABRIC do
GROUT WATER TIGHT,
OR APPROVED EQUAL
I
t 7 1<
SEE SEC 7
PLANS FOR
CONTINUA 77ON
tj
/' "TING PIE � .� j
1 �
L '� EXIS" PFL
2-14
2-151
~� 0
LL.
N, - -
SW"2 FOR ON
SEE TIN�AT1
�pN
SAL NOTES=
I. CONTRACTOR TO FIELD VERIFY ALL EXISTING
UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION
2. PROJECT AREA = 87.0 ACRES
3. WETLANDS DELINEATED ON PLAN
4. ALL STORMVVATER DEVICES TO BE LOCATED IN
RECORDED DRAINAGE EASEMENTS. 10' DRAINAGE AND
EASEMENTS RECORDED INSIDE ALL LOT LINES.
Ld<Ak1NL t.yC Nu 1 C,
ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS
INCLUDING ROOF DRAINS MUST BE DIRECTED TO THE
PROPOSED SYSTEM.
POND OUTLET DESIG-"HA-RT
Line ID
Inlet ID
I GrndlRim
I Grnd/Rim IInvert
Inverl
Length
I Slope
Size
Pipe
Elev. Up (ft)
Elev. Dn p
Up (ft)
Dn (ft)
(ft)
(%)
(in)
Material
OUTLET PIPES FOR PONDS # 4, 9, 10, & 11
JB B - FES A
JB B
36.94
30.85
28.07
27.94
98.83
0.13
48
RCP
JB C - JB B
JB C
37.89
36.94
29.75
28.07
189.02
0.89
48
RCP
JB D - JB C
JB D
38.25
37.89
30.25
29.75
176.51
0.28
48
RCP
JB E - JB D
JB E
38.70
38.25
32.50
30.25
130.79
1.72
48
HDPE
JB F -JB E
JB F
39.00
38.70
33.25
132.50
61.44
1.22
48
RCP
JB G - JB F
JB G
39.25
39.00
33.90
33.25
92.72
0.70
48
HDPE
JB H - JB G
JB H
39.40
39.25
34.13
33.90
49.43
0.47
48
HDPE
JB I - JB H
JB 1
39.50
39.40
34.23
34.13
44.69
0.22
48
HDPE
CI 901 - FES 900
CI 901
39.32
36.00
33.88
33.50
190.03
0.20
30
HDPE
CI 902 - Cl 901
CI 902
38.46
39.32
34.21
33.88
167.04
0.20
24
HDPE
Cl 903 - CI 902
Cl 903
38.46
38.46
34.65
34.21
22.00
2.00
18
HDPE
CI 904 - Cl 901
CI 904
42.85
39.32
38.85
33.88
218.84
2.27
18
HDPE
CI 905 - CI 904
CI 905
1 42.85
42.85
39.05
38.85
22.00
0.91
18
HDPE
OS 950 - JB I OS9501 36.50 1 39.50 34.50
134.23 1 27.66 1 0.98 1 18 1 HDPE
POND #10
Cl 1001 - FES 1000
Cl 1001
42.64
38.50
36.65
36.50
32.00
0.47
24
HDPE
Cl 1002 - Cl 1001
Cl 1002
42.28
42.64
36.90
36.65
80.04
0.31
24
HDPE
Cl 1003 - Cl 1002
Cl 1003
41.48
42.28
37.40
36.90
159.74
0.31
18
HDPE
CI 1004 - Cl 1003
CI 1004
41.48
41.48
37.55
37.40
22.00
0.68
18
HDPE
Cl 1005 - Cl 1002
CI 1005
42.28
42.28
.37.00
36.90
22.00
0.45
1 18
HDPE
DI 1006 - Cl 1005
DI 1006
45.90
42.28
37.75
37.00
154.00
0.49
15
HDPE
DI 1007 - DI 1006
DI 1007
42.90
45.90
38.25
37.75
80.00
0.63LlE5'
HDPE
DI 1008 - DI 1007
DI 1008
41.90
42.90
38.65
38.25
80.00
0.50
HDPE
OS 1050 - JB 1051
OS10501
37.50
1 38.00
35.25
34.00
37.07_1
3.37
1 24
HDPE
JB 1051 - JB D
JB 1051
38.00
1 38.25
34.00
30.25
85.71
1 4.38
24
1 HDPE
POND #11
CI 1101 - FES 1100
CI 1101
36.95
34.50
.75
30.50
188.39
0.13
42
RCP
Cl 1102 - Cl 1101
CI 1102
36.95
36.95
.95
t
30.75
22.00
0.91
36
RCP
CI 1103 - Cl 1102
CI 1103
36.66
36.95
.00
30.95
43.83
4.68
30
HDPE
Cl 1104 - Cl 1103
Cl 1104
37.84
36.66
33.59
133.00
243.17
0.24
24
RCP
Cl 1105 - Cl 1104
CI 1105
40.33
37.84
36.50
33.59
174.61
1.67
18
HDPE
Cl 1106 - Cl 1104
CI 1106
37.84
37.84
33.81
33.59
22.00
1.00
18
HDPE
Cl 1107 - Cl 1103
CI 1107
36.66
36.66
33.22
33.00
22.00
1.00
24
HDPE
Cl 1108 - Cl 1102
CI 1108
38.05
36.95
32.10
30.95
73.37
1.57
36
RCP
Cl 1109 - CI 1108
CI 1109
39.56
38.05
33.75
32.10
122.95
1.34
30
1 HDPE
CI 1110- CI 1109
CI 1110
39.34
39.56
34.15
33.75
111.78
0.36
30
HDPE
CI 1111 -CI 1110
CI 1111
39.34
39.34
34.37
34.15
22.00
1.00
30
HDPE
Cl 1112 - Cl 1111
Cl 1112
40.66
39.34
35.00
34.37
133.71
0.47
24
HDPE
Cl 1113 - Cl 1112
Cl 1113
42.22
40.66
37.25
35.00,
114.21
1.97
24
HDPE
Cl 1114 - Cl 1113
CI 1114
42.94
42.22
38.50
37.25
245.47
0.51
18
HDPE
CI 1115 - Cl 1114
CI 1115
42.94
42.94
38.72
38.50
22.00
1.00
18
HDPE
CI 1116 - CI 1112
CI 1116
39.69
40.66
35.30
35.00
52.32
0.57
18
HDPE
JB 1151 - FES 1150
JB 1151
45.00
33.00
31.73
30.50
49.23
2.50
30
HDPE
CI 1152 - DI 1151
CI 1152
42.99
45.00
32.52
31.73
144.00
0.55
30
HDPE
CI 1153 - Cl 1152
CI 1153
39.63
42.99
33.25
32.52
204.67
0.35
24
HDPE
CI 1154 - Cl 1153
CI 1154
37.72
39.63
33.77
33.25
129.59
0.40
18
HDPE
Cl 1155 - Cl 1154
CI 1155
37.72
37.72
133.90 1
33.77
22.00
0.59
18
HDPE
Cl 1156 - Cl 1153
Cl 1156
39.63
39.63
133.86 1
33.25
22.00
2.77
18
HDPE
Cl 1157 - Cl 1152
Cl 1157
42.99
42.99
133.15 132.52
1
22.00
2.86
18
HDPE
OS 1175 - JB D JOS11751 34.00 1 38.25
130.50 130.25 1 140-44_1 0.18 1 30 1 HDPE
POND #13
DI 1301 - FES 1300
DI 1301
30.00
28.75
27.60
27.50
11.07
0.73
15
HDPE
DI 1302 - DI 1301
DI 1302
31.00
30.00
27.90
27.60
84.61
0.35
15
HDPE
DI 1303 - DI 1302
DI 1303
31.90
31.00
28.20
27.90
84.54
0.35
12
HDPE
DI 1304 - DI 1303
DI 1304
31.90
31.90
28.29
28.20
25.72
0.35
12
HDPE
DI 1305 - DI 1304
DI 1305
30.75
31.90
28.46
28.29
47.49
0.36
12
HDPE
DI 1306 - DI 1305
DI 1306
30.65
30.75
28.80
28.46
98.25
0.35
1
8
HDPE
DI 1307 - DI 1306
DI 1307
32.90
30.65
29.03
28.80
65.61
0.35
8
HDPE
OS 1350 - FES 13511
OS 13501
28.67 1
27.92 127.50
127.25
1
12.13 1
2.06 1
8 1
HDPE
GRAPHIC SCALE
9 100 0 50 too 200
\1 inch = 100 ft.
i
USHWY V117
W
OO
0
�2
SITE
00 GSRR1 63WN RD
0
QU QV
la] z
�ywo
SUNS 00 BO 9
VICINITY MAP
NOT TO SCALE
...� DRAINAGE AREA
(PIPE SYSTEMS)
CWETLAND
X CATCH BASIN W/
INLET PROTECTION
• JUNCTION BOX
sb- FES WITH RIP RAP
I1 DROP INLET W/
INLET PROTECTION
■ OUTLET STRUCTURE
----45 T EXISTING TOPO
� m = � PROJECT BOUNDARY
2-99 SECTION - LOT NUMBER
E.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2125109
D.
NCDENR COMMENTS
B
MAB
) 2/I 8108
C
NCDENR COMMENTS
B
MAB
11113108
B.
NCDENR COMMENTS
MAB
8119108B
A
ISSUED FOR REG. REVIEW
MB A
417108AB
R� '
DESCRIPTION
Y
DATE
REVISIONS
Q_ -'VTA,1 �np�
OCEANS FRIDGE
PLANTATIONO
CAPE FEAR
Engineering, Inc.
161 Poole Ad, Suite 100
Be W/% NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
DRAWN :
M.BROWN
PROJECT
NUMBER : 810-0612
DESIGN : M.BROWN
CHECK
J.BOYD
SCALE : 1 "=100'
APPROVED :
P.DAVIS
DATE : 12-18-07
P:\810\810-0612\dwg\SWEC\SWEC-OCEAN RIDGE Section 2 8-20-08.dwg
OCEAN RIDGE PLANTATION
PHASE VI - SEC 2
STORMWATER CONTROL PLAN
0
FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT NUMBER SHEET NUMBER
810-0612 SW-1

27
_�, ...• ✓ ' -1 � �, � \���\ �'�,�, -' j III i
2-154
r
ly \21-X
YFbt
6i
t 1 011
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� 2-149, - -'
J79
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76
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<�.1
�- /
i 2 139 - 1do - I I I \
I/ 1
45
NvL40 a I •_ �
/ 91,672
4�
2-141
�`�' i �✓ - � _ L''�;'rlr ' y
2- 4211:'
rLU ,T , I
I I 2�14'3;
l 2-1091 I \ ;\� '; ' \ i/ /r
144,
2-108
2-14 5-"
( r < ,;
c
' I
09
N `tit •� �` -�\\
2-164
� 3z 5\\ \ I 11��1
-98 �� I ,1�,�,
-- 23
2- l 02AQeA ... '1
NCLLDeSR PORTION
ON
ON ANGIM'S TRACE RD. A. \
OA14.73 AG
IX PA:Na73 AC.
-4' INSIDE \
�2-101
♦ vimv
f--
*NOTE: � f t- _.- `
TRASH SCREEN TO BE T4 REBAR ® 4" ,\ 1-1FRAME; /G.
O.C. +- E.W., WELDED O 3x3xl/8 ANGLE
HOT DIP GALVANIZE ALL METALS `
PLAN AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
BRICK, BLOCK, CMU, OR 4'XO.35'-RECTANGULAR ='~
PRECAST STRUCTURE. CUT OUT IN RISER
TOP OF OUTLET: 27.10 09 INV: 26.75 1.5 4' 1.5 EL 27.10
4'xO.35'-RECTANGULAR NORMAL WATER NP: EL 26.75 o \ L
CUT OUT IN RISER SURFACE= 26.75
INV: 26.75 BOTTOM OF WEIR: 26.75LID
- ^ -
(2) 36-RCP TRASH SCREW
rwlN PIPES FOR
0.3�j'
36" HDPE OUTLET DISCHARGE
PIPES
INVERT: 23.06
5- MIN, l\
2' SUMP POND BOTTOM ELEV: 23.06
6" CRUSHED STONFOOTING E
#4 BARS 012" O.C., E.w. SECTION EARTH Rem
05-1 DETAIL 05-1 FRONT VIEW
EX. POND #106 OUTLET EX. POND #106 OUTLET � .\
NOT TO SCALE NOT TO SCALE
STORM DESIGN CHART
Line ID
Inlet ID
Grnd/Rim
Gmd/Rim
Invert
Invert
Length
Slope
Size
Pipe --
-
(in)
-
Material
POND #6
Cl 601 - FES 60C
Cl 601
31.95
29.00
25.75
25.50
70.15
0.36
42
RCP
Cl 602 - Cl 601
Cl 602
32.41
31.95
27.31
25.75
115.36
1.35
42
RCP
Cl 603 - Cl 602
CI 603
32.91
32.41
27.66
27.31
95.47
0.37
36
RCP
Cl 604 - Cl 603
Cl 604
37.11
32.91
31.86
27.66
240.00
1.75
36
RCP
Cl 605 - Cl 604
Cl 605
41.42
37.11
33.66
31.86
240.00
0.75
30
HDPE
CI 606 - Cl 605
Cl 606
43.52
41.42
34.39
33.66
243.52
0.30
30
HDPE
Cl 607 - Cl 606
Cl 607
43.43
43.52
35.19
34.39
265.55
0.30
30
HDPE
Cl 608 - CI 607
Cl 608
41.55
43.43
36.01
35.19
274.14
0.30
30
HDPE
Cl 609 - Cl 608
CI 609
40.83
41.55
36.38
36.01
113.56
0.33
24
HDPE
Cl 610 - Cl 609
CI 610
40.96
40.83
37.00
36.38
48.02
1.29
18
HDPE
CI 611 - Cl 610
CI 611
40.96
40.96
37.21
37.00
22.00
0.95
18
HDPE
Cl 612 - Cl 601
Cl 612
31.95
31.95
27.15
26.70
22.04
2.04
30
HDPE
Cl 613 - CI 603
CI 613
32.91
32.91
28.21
27.66
22.00
2.50
24
HDPE
CI 614 - CI 604
Cl 614
37.11
37.11
32.41
31.86
22.00
2.50
18
HDPE
Cl 615 - Cl 605
Cl 615
41.42
41.42
34.21
33.66
22.00
2.50
18
HDPE
Cl 616 - Cl 606
CI 616
43.48
43.52
35.21
34.39
32.65
2.51
18
HDPE
Cl 617 - CI 607
Cl 617
43.43
43.43
35.74
35.19
22.00
2.50
18
HDPE
CI 618 - CI 608
Cl 618
41.55
41.55
36.56
36.01
22.00
2.50
18
HDPE
CI 619 - CI 609
CI 619
40.83
40.83
36.58
36.38
22.00
0.91
24
HDPE
Cl 651 - FES 650
Cl 651
33.27
29.00
25.88
25.50
175.79
0.22
42
RCP
Cl 652 - CI 651
Cl 652
31.58
33.27
26.33
25.88
299.71
0.15
42
RCP
Cl 653 - Cl 652
Cl 653
33.57
31.58
28.30
26.33
143.20
1.38
36
RCP
Cl 654 - Cl 653
Cl 654
36.60
33.57
29,50
28.30
293.48
0.41
36
RCP
Cl 655 - CI 654
CI 655
39.36
36.60
32.58
29.50
111.91
2.75
36
RCP
Cl 656 - Cl 655
Cl 656
40.46
39.36
33.48
32.58
180.00
0.50
30
HDPE
Cl 657 - CI 656
CI 657
42.40
40.46
33.75
33.48
107.52
0.25
30
HDPE
Cl 658 - Cl 657
Cl 658
43.31
42.40
34.16
33.75
163.28
0.25
30
HDPE
Cl 659 - Cl 658
CI 659
41.97
43.31
34.46
34.16
99.82
0.30
30
HDPE
CI 660 - CI 659
CI 660
42.93
41.97
37.83
34.46
87.03
3.87
24 •
HDPE
Cl 661 - CI 660
CI 661
44.21
42.93
38.45
37.83
180.00
0.34
24
HDPE
CI 662 - CI 661
CI 662
43.22
44.21
38.75
38.45
89.51
0.34
24
HDPE
Cl 663 - Cl 662
Cl 663
43.22
43.22
38.90
38.75
22.00
0.68
24
HDPE
Cl 665 - CI 651
Cl 665
33.27
33.27
26.27
25.88
22.00
1.77
18
HDPE
CI 666 - Cl 652
Cl 666
31.58
31.58
26.66
26.33
22.00
1.50
24
HDPE
Cl 667 - Cl 653
CI 667
33.57
33.57
28.69
28.30
22.00
1.77
18
HDPE
Cl 668 - Cl 654
Cl 668
36.60
36.60
29.72
29.50
22.00
1.00
24
HDPE
DI 669 - CI 654
DI 669
34.00
36.60
30.25
29.50
96.04
0.78
18
HDPE
CI 670 - Cl 656
Cl 670
40.46
40.46
34.42
33.48
22.00
4.27
24
HDPE
DI 671 - Cl 656
DI 671
40.00
40.46
37.00
33.48
84.51
4.17
12
HDPE
Cl 672 - Cl 657
CI 672
44.75
42.40
38.75
33.75
62.02
8.06
24
HDPE
CI 673 - Cl 672
Cl 673
46.90
44.75
42.50
38.75
85.00
4.41
24
HDPE
Cl 674 - CI 673
CI 674
46.90
46.90
42.75
42.50
22.01
1.14
18
HDPE
Cl 676 - Cl 659
Cl 676
41.97
41.97
35.40
34.46
22.00
4.27
24
HDPE
Cl 677 - Cl 662
CI 677
46.06
43.22
41.75
38.75
145.01
2.07
18
HDPE
Cl 678 - Cl 677
CI 678
46.04
46.06
4200.
41.75
23.00
1.09
18
HDPE
OS 640 -FES 641
OS 640
28.85
27.25
25.30
25.20
38.21
0.26
36
HDPE
GEINMAL NOTESs
I, CONTRACTOR TO FIELD VERIFY ALL EXISTING
UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION.
2, PROJECT AREA = 87.0 ACRES
3. WETLANDS DELINEATED ON PLAN.
4. ALL STORMWATER DEVICES TO BE LOCATED IN
RECORDED DRAINAGE EASEMENTS. IO' DRAINAGE AND
EASEMENTS RECORDED INSIDE ALL LOT LINES,
IDIRMAGE NOTE,
ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS
INCLUDING ROOF DRAINS MUST BE DIRECTED TO THE
PROPOSED SYSTEM.
I
i ir\ _
. • ,./
I
}\
--- �'
/ 2-2� •• y'� I I' \\ v
2-22
2-20, �
r
2-d9
2-1
r
_
2-48 \` •- -- j'i �RPIM75 \
_ _2-2b/ ji7 2 5�
\ �� 2-
2-47_ - \ / .� i / NV,37.5
,.. ,-� _ � '•--' �,'!
2-46
- ,
44
f
\\ `\ \ I .'/' r F3Yv1+38.5 ./ � ''% � - . • /,'/I ` j
2-411 .: N \G
.�'" .�
t _ r 2-35 - i 7Jr' P ONG
pN F RIGATFON / I rf I
# 6 t/ G?OSSI G \ ( i• / 22 . r
i� 25
� ^\ \I 2
r RIZ
fy \. CROGssr i \ ciao
y1 \4• PPE 's iV• / ��� .%fir~ /
GRAPHIC SCALE
I
t - 00 0 50 100 200
1 inch = 100 ft.
ON D-4
i_
FINAL DESIGN
NOT FOR CONSTRUCTION
r LEGEND
C�
2-99
G owN go:1 S/ TE
Geo
W pC1
U
4 Z
p,RD
BOUT
SUNS NC 119
VICINITY MAP
NOT TO SCALE
DRAINAGE AREA
(PIPE SYSTEMS)
WETLAND
CATCH BASIN W/
INLET PROTECTION
JUNCTION BOX
FES WITH RIP RAP
DROP INLET W/
INLET PROTECTION
OUTLET STRUCTURE
EXISTING TOPO
PROJECT BOUNDARY
SECTION - LOT NUMBER
D.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2/25/09
C.
NCDENR COMMENTS
MAB
T 2/T 8108
B.
NCDENR COMMENTS
AB
MAB
g/T 9108
A.
ISSUED FOR REG. REVIEW
MAB
A B
4/ 1108
REV.
DESCRIPTIONREV
Y
DATE
REVISIONS
�p
r cLi
�a4 f F
m
N1� 06I�
p,\ yn'TA�l ��
OG� 4z � RIDOE
PLANTATION°
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineefing.com
DRAWN
M.BROWN
PROJECT
NUMBER 810-0612
DESIGN M.BROWN
CHECK
J.BOYD
SCALE 1 "=100'
APPROVED:
P.DAVIS
DATE 12-18-07
P:\810\810-0612\dwg\SWEC\SWEC-OCEAN RIDGE Section 2 8-2G-OS.dwg
OCEAN RIDGE PLANTATION
PHASE VI - SEC 2
STORMWATEI? CONTROL PLAN
PROJECT NUMBER SHEET NUMBER
810-0612 SW-2

�I 6
■ -� �. / �1
1 4�5 / Y.
I !v 6o -SHEET S �> r
26
I t I I ■ I % �/ _..' / / \ - \ 2-1-2a (/ // / r/= = -� I I 144 62-1 24
\ ` ` III NY148.0
sr
� J I- 423
----so - .,_ �
■ _ I
---47-7
2-123
/� l=1LLD1
■ II ,I f/ /' \ 1450
� ,� \ � , .- --. ,_ � � �N\\�
I I I I I ��11/� 2- r30
2-131
■ 4 � I / siL sll-1 - --Y _ /,---- ;.. / r \ \ 1 � / �Q � 1 1 I 1 I f f \ \ \ I � I I III �1 - � I I � •'- - I{ /
\�� '� / -' `r- I �I �� / / \ I 1 {
l ■ III& ¢ I / Ili�
/ / /� , / \ I `1111 I I \ t�//�
� /h� ��� / \ � \ 1 I ►III ..� \\�
2-13J
CH
ml;
I I 2-135
Ill i / 01-146 4 I 7-
r
a IIIII I k , j , / /.-�-'" f -.i '_- ... � III , 2_402 o
EASEMENT III \✓ , � " = ' i Asa � / _ � I
DITO
/ I 'TO- E�V,51-
i
II -■� 2-136
I
CASTING twIP52VOUS
■ 2-137AREA I \ 1
M Faro as--
r -
NCt1DES A PORTION
NCLU
ON A 3M*S TRACT- RD. , \
I I
GENERAL NOTES,
I. CONTRACTOR TO FIELD VERIFY ALL EXISTING
UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 87.0 ACRES
3. WETLANDS DELINEATED ON PLAN.
4. ALL STORMWATER DEVICES TO BE LOCATED IN
RECORDED DRAINAGE EASEMENTS. IO' DRAINAGE AND
EASEMENTS RECORDED INSIDE ALL LOT LINES.
DRAINAGE NOTE,
ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS
INCLUDING ROOF DRAINS MUST BE DIRECTED TO THE
PROPOSED SYSTEM.
STORM DESIGN CHART
Line ID ---
Inlet ID I
Ww-
_Grnd/Rim_
Elev. Up�(ft)
Grnd/R1m
Elev. Dn (ft)
Invert
Up (ft)
Invert
Dn (ft)
Length
(ft)
Slope
(/o)
Siz,
(in)
Pipe
Material
POND #14
Cl 1401 - FES 1400
CI 1401
49.95
45.00
44.75
42.50
181.18
1.24
30
HDPE
CI 1402 - CI 1401
CI 1402
49.86
49.95
45.00
44.75
22.69
1.10
30
HDPE
CI 1403 - CI 1402
CI 1403
49.86
49.86
45.33
45.00
22.00
1.50
24 "
HDPE
HW 1404 - CI 1403
HW 1404
50.75
49.86
46.50
45.33
165.36
0.71
24
HDPE
CI 1405 - Cl 1401
Cl 1405
1 52.05
1 49.95
147.80
144.75
1155.061
1.97
1 18
HDPE
CI 1406 - Cl 1401
Cl 1406
1 49.95
1 49.95
145.10144.75
21,99
1 1.59
18
HDPE
JB 1421 - FES 1420
JB 1421
50.36
45.00
42.81
42.50
204.03
0.15
30
HDPE
CI 1422 - JB 1421
CI 1422
47.88
50.36
42.93
42.81
81.74
0.15
30
HDPE
CI 1423 - CI 1422
CI 1423
48.43
47.88
43.68
42.93
228.82
0.33
24
HDPE
CI 1424 - CI 1423
CI 1424
48.78
48.43
44.53
43.68
76.91
1.11
18
HDPE
Cl 1425 - CI 1424
CI 1425
49.15
48.78
45.45
44.53
86.61
1.06
18
HOPE
Cl 1426 - Cl 1423
CI 1426
48.43
48.43
44.01
43.68
22.00
1.50
18
HDPE
Cl 1427 - Cl 1422
CI 1427
47.83
47.88
43.58
42.93
5T055
1.14
1 24
HDPE
OS 1453 - JB 1452
OS14531
45.00
1 44.15
42.00
40.08
186.71
1.03
30
HDPE
JB 1452 - JB 1451
JB 1452
1 44.15
1 42.43
40.08
38.10
134.74
1 A7
30
HDPE
JB 1451 - FES 1450
JB 1451
1 42.43
1 37.50
38.10
35.00
169.30
1.83
30
HOPE
Ap
759
e f,
I451,
42.4�
(N
l D-U
- ,.INV,40•
GRAFHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
US�HIMI � g9
3
W
o °1
z
GOWN Rp. J / TG
OW GEOR��63
� w worn
BOU1
SUNS N 179
VICINITY MAP
NOT TO SCALE
= m = = = . DRAINAGE AREA
(PIPE SYSTEMS)
WETLAND
R1
CATCH BASIN W/
INLET PROTECTION
•
JUNCTION BOX
®
FES WITH RIP RAP
u
DROP INLET W/
INLET PROTECTION
■
OUTLET STRUCTURE
--45
EXISTING TOPO
� m = PROJECT BOUNDARY
2-99 SECTION - LOT NUMBER
E.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2125109
D.
NCDENR COMMENTSMAB
12118108AB
C.
NCDENR COMMENTS
MAB
> >/� 3108
B.
NCDENR COMMENTS
MAB
8/19
A.
ISSUED FOR REG. REVIEW
A
MAB
B
4/1108
R� '
DESCRIPTION
RAT EY
REVISIONS
.00
®a�g�apaaztrs,��
yl
ZY
m
adwffir
OCMN RIDGE
PLANTATION@
CAPE FEAR
Engineering, inc.
151 Poole Rd, Suife 100
Belville, NC28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
DRAWN
M.BROWN
PROJECT
NUMBER ; 810-0612
DESIGN M.BROWN
CHECK
J.BOYD
SCALE : 1 ■=60'
APPROVED :
P.DAVIS
DATE : 12-18-07
P\B10\810-D812\pwc;\SWEc\SWEGOCEAN RIDGE SEc-nON 2 8-20-OILDWO
OCEAN RIDGE PLANTATION
PHASE VI SEC 2
STORMWAT 52 CONTROL PLAN
FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT NUMBER SHEET NUMBER
810-0612 SW-3

f j �
A
F1 2' 1.10'-RECTANGULAR
I'
/ CUT OUT IN RISER INV,
27.75
c�
36"
1\
EL15.0-�,
------------
/ r /
P RMANENT
POOL
ELEV: 25.5 -
� D
OS 640
1 \ RIM: 29.0 r- -- - - -
j .INV• 25.50
LP
r
RIP -RAP APRON ( 1 "� �,\� % EMERGENCY; r \� ` �. .+-�!/
t (SEE u' SPILLWAY 1`
(SIZING DETAILS ON' j\ r �J .--DETAIL THIS SHEET) , �\
I SHEET D-1) � _� ` _,
POND #6 DETAIL
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
NP, EL 25.5 �l�L
NV125.3
5' M' ELEV123.3
EL 28.85
TRASH SCREEN
3
3.50' DIA.
ORMCE NV.
25.5
�.
PLAN
2'x1.10'-RECTANGULAR
CUT OUT IN RISER
INV: 27.75 L,36C
UNDISTURBEDEARTHOUTLET
INVERT:
POND OUTLET FRONT VIEW 25.3
NOT TO SCALE
± 2' SUMP
LNOT
FINAL DESIGN
FOR CONSTRUCTION
\-3.5" DIA. STEEL PIPE
*NOTE:
TRASH SCREEN TO BE #14 REBAR @ 4"
O.C. +- E.W., WELDED TO 3x3xl/8 ANGLE
FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
RASH SCREEN* STRUCTURE.
BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
TOP OF WEIR: 27.75
TEMP. STORAGE ELEVATION
3.5" DIA. STEEL PIPE 12" NORMAL WATER
T R
URFACE=ORIFICE INVERT: 25.5ls v
ATTACH GALVANIZED WIRE CLOTH
MESH 0.020 WIRE)
i /-SEE DETAIL FOR POND SECTION
POND BOTTOM: 16.0
ELEV: 23.5
6" CRUSHED STONE FOOTING
#4 BARS @ 12" O.C., E.W. SECTION
POND OUTLET DETAIL
30' NOT TO SCALE
30.0 +30.0
3 110'VEG, SHELF
OUTLET STRUCTURE
WITH TRASH RACK 10 MAINTENANCE
ACCESS
1 (III I I I II 29.5 29.5 I I I^ (4" MAX OPENINGS)
TOP OF PONp: .O' MSL
-I 11, IIII I IIII-III-III-) i I- - 10,TEMP. STORAGE ELEVATION: 27.75' M5L _- - -
3
E_ _ = _ _ _-
SHWT ELEVATION: 26.17'M5L NORMAL POOL ELEVATION: 25.5' M5L _ 3
I 10 I 36" HDPE- INV. 25.2' M5L
EMERGENCY 5 P I LLWAY BOTTOM OF 3.5" ORIFIC I' OVER EXCAVATE
i FOREBAY-15.0' M5L I PORTERAGE SEDIMENT
POND BOTTOM:15.0' MSL
i 1. _T P WILL BE PROVIDED FOR
MAINTENANCE AND EMERGENCY
DRAINAGE.
2. OUTLET STRUCTURE SIZED TO PASS
POND # 6 WITH F O R E B A Y S E C T I O N 1�YEAROPPINEG TNT
POOUT
D BANK.
NOT TO SCALE
_ OUTFALL FROM POND #4
_ -
-PERMANENT ' \ (SEE S TION 1 PLANS
_ -- POOL \ \ \ \ �� FOR CONTINUATION)
\\
,220:5-- -ELEV: 34.5 -Ck
\ \�
OS 950\
\ \ \ RIM:36.5 I _.
\ \ \ INV: 34.5',.- i ,JB
-RIM- 39.5
/ �INV :3 .23
\`
_ 10' V GET I ` \\ OUTFALL FROM EX.
SNEL ED , �\ \ PONDS (SEE SECTION 1
%T=`\ \ PLANS FOR
CONTINUATION)
I I \• �\
POND #9 DETAIL
GRAPHIC SCALE
1 inch = 30 ft.
SEE SHEET SW-1
FOR RIP -RAP
APRON (SIZING
DETAILS ON SHEET
D-1)
z
LO
.5' IN
PLAN
WETLAND SPECIES PLANTINGS
ON 10o1 VEGETATIVE SHELF
GENUS/SPECIES COMMON NAME
Juncus effusus Soft rush
Iris versicolor Blue flag
Distichils spicata Spike grass
Asclepias incarnata Swamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT
WATER LEVEL WITH BERMUDA GRASS
\-1.5" DIA. STEEL PIPE
*NOTE:
TRASH SCREEN TO BE #4 REBAR @ 4"
O.C. +- E.W., WELDED TO 3x3xl/8 ANGLE.
FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
-BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
TOP OF OUTLET: 36.5
TEMP. STORAGE ELEVATION
1.5" DIA. STEEL PIPE 12" NORMAL WATER
18" HDPERIFICE INVERT: 34.5
SURFACE= 10SURFACE= 34.5
OUTLET
INVERT:
- - - 34.5 ATTACH GALVANIZED WIRE CLOTH
TI - _ (8 MESH 0.020 WIRE)
SEE DETAIL FOR POND SECTION
± 2' SUMP POND BOTTOM: 26.0
ELEV: 32.5
6" CRUSHED STONE FOOTING
#4 BARS @ 12" O.C., E.W. SECTION
POND OUTLET DETAIL
NOT TO SCALE
O'VEG. SHELF
OUTLET STRUCTURE 10' MAINTENANCE
WITH TRASH RACK ACCE55
(4" MAX OPENINGS) �--►{
10' 3 I I TOP OF POND: 38.0' MSL
TEMP. STORAGE ELEVATION: 36.5' MSL - - - -
�- --
SHWT ELEVATION: 36.08'115L NORMAL POOL ELEVATION: 34.5' MSL
10 1 18° HDPE B INV. 34.23' MSL
1 � r
BOTTOM OF
1.5" ORIFICE I' OVER EXCAVATE
�
FOREBAY=2q.0' M5L 1 FOR SEDIMENT
POND BOTTOM:26.0' M5L STORAGE
1. PUMP AN BE PROVIDED FOR
MAINTENANCE AND EMERGENCY
DRAINAGE.
POND #9 WITH FO R E B A Y SECTION 2 OUTLE'T STRUCTURE SIZED OVERTOPPING THE POND I&ANOK,''�S
100 YEAR EVENT WITHOUT
NOT TO SCALE
WY
40CaN
17
01
S/TEOrn809
OVICINITY MAP
NOT TO SCALE
E.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2/25/09
D.
NCDENR COMMENTS
MAB
12118108C.
NCDENR COMMENTS
MAB
AB
11113108
B.
NCDENR COMMENTS
MAB
g/A
A.
ISSUED FOR REG. REVIEW
MAB
4/I/08
•
R�Y
DESCRIPTION
DATE
REVISIONS
OCR
PLANTATION
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Sub 100
BBA/Ille, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
DRAWN :
M.BROWN
PROJECT
NUMBER 810-0612
DESIGN M.BROWN
CHECK :
J.BOYD
SCALE : AS SHOWN
APPROVED :
P.DAVIS
DATE : 12-18-07
P:\810\810-0612\dwg\SWEC\SWEC-OCEAN RIDGE Section 2 8-20-08
OCEAN RIDGE PLANTATION
PHASE VI -SEC 2
POND DETAILS
PONDS 6&9
PROJECT NUMBER SHEET NUMBER
810-0612 P-1

> 13 ERMANENT-
ROM 0.
g 009*29
• ; --\ \ \ \ \ \ \
\ \ \ \ V
T\ 24" ONNEC R \ \ 1
I PIPES SE T THE \
�\ I N012&JAL O L \ JB 1051\ �
POND
INV. 38.5
INV. 36.5
2-24"
CONNECTOR
PIPES
CONNECTOR PIPE
FFTA I I
SEE SHEET SW-1
FOR RIP —RAP
APRON
Fn
z
' INSI
— \-1.0" DIA. STEEL PIPE
*NOTE:
TRASH SCREEN TO BE #4 REBAR @ 4"
O.C. +- E.W., WELDED TO 3x3xl/8 ANGLE
PLAN FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
TOP OF OUTLET: 37.50 ou
TEMP. STORAGE ELEVATION
LNOT
FINAL DESIGN
FOR CONSTRUCTION
1.0" DIA. STEEL PIPE 12" NORMAL WATER
SURFACE= 36.5
L24" OUTLET ORIFICE INVERT: 36.5 INVERT:
35.25 ATTACH GALVANIZED WIRE CLOTH
ti— (8 MESH 0.020 WIRE)
i SEE DETAIL FOR POND SECTION
2' SUMP
POND BOTTOM: 31.0
6" CRUSHED STONE— FOOTING
#4 BARS ® 12" O.C., E.W. SECTION
POND OUTLET DETAIL
NOT TO SCALE
\ 10'VEG. SHELF
OUTLET STRUCTURE
WITH TRASH RACK I l0' MAINTENANCE
- , (4" MAX OPENINGS)
10' TOP OF POND: .0' MSL
TEMP. STORAGE ELEVATION: 37.5' MSL — — — -
- — — — 5HWT ELEVATION: 3q.42'MSL NORMAL POOL ELEVATION: 36.5' MSL z 3
= l 24" HDPE` I INV. 34.00' MSL
\ I � 10
\ BOTTOM OF 1.0" ORIFIC I' OVER EXCAVATE
l FOREBAY-31.0' M5L I FOR SEDIMENT
POND BOTTOM:31.0' MSL STORAGE
1.gPU 1.MP WILL BE PROVIDED FOR
MAINTENANCE AND EMERGENCY
DRAINAGE
1 ' 2. OUTLET STRUCTURE SIZED TO PASS
P O N D # 1 0 WITH F O R E B A Y SECTION 1OVERYEAR TOPPING THrE POD BANK.
NOT TO SCALE
#10 DETAIL
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
WETLAND SPECIES PLANTINGS
ON 10d VEGETATIVE SHELF
GENUS/SPECIES COMMON NAME
Juncus effusus Soft rush
Iris versicolor Blue flag
Distichlis spicata Spike grass
Asclepias incomata Swamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT
WATER LEVEL WITH BERMUDA GRA55
IN
\-2.25" DIA. STEEL PIPE
*NOTE:
TRASH SCREEN TO BE #4 REBAR @ 4"
O.C. +- E.W., WELDED TO 3x3x1/8 ANGLE
PLAN FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
TOP OF OUTLET: 33.50
19
I TEMP. STORAGE ELEVATION
2.25" DIA. STEEL PIPE 12" NORMAL WATER
SURFACE= 30.5
30" HDPE OUTLET ORIFICE INVERT: 30.5 0
INVERT:
— — — 30.5 ATTACH GALVANIZED WIRE CLOTH
(8 MESH 0.020 WIRE)
i SEE DETAIL FOR POND SECTION
2' SUMP
POND BOTTOM: 18.0
6" CRUSHED STONE FOOTING
#4 BARS ® 12" O.C., E.W. SECTION
POND OUTLET DETAIL
NOT TO SCALE VEG. SII
OUTLET STRUCTURE 10' MAINTENANCE
WITH TRASH RACK ACCESS
ID'
(4" MAX OPENINGS)
TOP OF POND: .O' MSL
3
TEMP. STORAGE ELEVATION: 33.5' MSL — — — -
- — — — SHWT ELEVATION: 36.0'MSL NORMAL POOL ELEVATION: 30.5' M5L _ 3
— to 30' HDPE --- I� INV. 30.5' MSL
II
`�- BOTTOM OF 2.25" ORIFIC 2 1' OVER EXCAVATE
FOREBAY-26.0' M5L I FOR SEDIMENT
POND BOTTOM:I8.0' MSL STORAGE
\ PU
MP WILL BE PROVIDED FOR
MAINTENANCE AND EMERGENCY
DRAINAGE
POND #11 WITH F O R E B A Y SECTIORISIZED TO PASS
N 2• OO YEAR EVENT WITHOUT
POND #11 DETAIL 30 GoRAPHI 5 SCALE so NOT TO SCALE OVERTOPPING THE POND BANK.
1 inch =
�J Us
17
C �--
VN Hwy
.r
W �
O_
N
S/TE
0OLDGSRR6
o:
�Z 1al p Cf
z
SOU00
SUNS NC 1'9
VICINITY MAP
NOT TO SCALE
E
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2/25/09
D.
NCDENR COMMENTS
MAB
I2/1
C.
NCDENR COMMENTS
A
MABB
11113108
B.
NCDENR COMMENTS
MAB
8119108A
ISSUED FOR REG. REVIEW
MAB
AB
4/ 1108
REV.
DESCRIPTION
REV.BDATE Y
REVISIONS
`A
HNC cS'' c�, SAY
OC��RIDGE
PLANTATION®
CAPE FEAR
Engineering, Inc.
151 Poole Ad, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineeting.com
DRAWN
M.BROWN
PROJECT
NUMBER 810-0612
DESIGN M.BROWN
CHECK:
J.BOYD
SCALE : AS SHOWN
APPROVED:
P.DAVIS
DATE : 12-18-07
P:\810\81C-0612\dwg\SWEC\SWEC-OCEAN RIDGE Section 2 8-20-08
OCEAN RIDGE PLANTATION
PHASE VI - SEC 2
POND DETAILS
PONDS 10&11
PROJECT NUMBER SHEET NUMBER
810-0612 P-2

FINAL DESIGN
NOT FOR CONSTRUCTION
POND #13 DETAIL 4
POND
DETAIL
i
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
GRAPHIC SCALE
30 0 15 3: 60
1 inch = 30 ft.
20'
�n n
EMERGENCY SPILLWAY
.5' INSI
w
D
U)
z
— 0.75" DIA. STEEL PIPE
*NOTE:
TRASH SCREEN TO BE #4 REBAR © 4"
O.C. +- E.W., WELDED TO 3x3xl/8 ANGLE
IPLAN L METALS
AFTER FABRICATION.AME; HOT GALVANIZE
E T 0 OUTLET
ASH SCREEN* STRUCTURE.
RICKBLOCK, CMU, OR
RECAST STRUCTURE.
TOP OF OUTLET: 28.75
-`T TEMP. STORAGE ELEVATION
0.75" DIA. STEEL PIPE 12" NORMAL WATER
SURFACE- 27.75
LHDPE8"OUTLET ORIFICE INVERT: 27.7INVERT: 27.75 ATTACH GALVANIZED WIRE CLOTH
rQ
(8 MESH 0.020 WIRE)
fSEE DETAIL FOR POND SECTION
2' SUMP
POND BOTTOM: 18.0
6" CRUSHED STONE FOOTING
#4 BARS @ 12" O.C., E.W. SECTION
POND OUTLET DETAIL
NOT TO SCALE
10'VEG. SHELF
OUTLET STRUCTURE I 10' MAINTENANCE
NOTES: WITH TRASH RACK ACCESS
1. PUMP WILL BE PROVIDED FOR (4" MAX OPENINGS)
MAINTENANCE AND EMERGENCY DRAINAGE. TO OF POND: 0.0' MSL
TEMP. STORAGE ELEVATION: 28.75' MSL — — — -
- — — — SHWT ELEVATION: 27.48'MSL NORMAL POOL ELEVATION: 27.75' MSL 3
�- 101 8n HDPE I INV. 27.50' MSL
1 % .
2 BOTTOM OF 0.75" ORIFIC 11 OVER EXCAVATE
FOREBAY=23.0' MSL I FOR SEDIMENT
POND BOTTOM:18.0' MSL i STORAGE
IFS:
1. PUMP WILL BE PROVIDED FOR
POND #13
—,.SEE SHEET SW-3
FOR RIP —RAP
APRON (SIZING
! DETAILS ON SHEET
WITH FOREBAY
NOT TO SCALE
z
' INSID
MAINTENANCE AND EMERGENCY
DRAINAGE.
2. OUTLET STRUCTURE SIZED TO PASS
100 YEAR EVENT WITHOUT
SECTIONOVERTOPPING THE POND BANK.
— \-1.75 DIA. STEEL PIPE
*NOTE:
TRASH SCREEN TO BE #4 REBAR @ 4"
O.C. +- E.W., WELDED TO 3x3x1/8 ANGLE
PLAN FRAME; HOT DIP GALVANIZE ALL METALS
AFTER FABRICATION. SECURE TO OUTLET
TRASH SCREEN* STRUCTURE.
BRICK, BLOCK, CMU, OR
PRECAST STRUCTURE.
TOP OF OUTLET: 45.00
TEMP. STORAGE ELEVATION
WETLAND SPECIES PLANTINGS
ON I0:1 VEGETATIVE SHELF
GENUS/SPECIES COMMON NAME
Juncus effusus Soft rush
Iris versicolor Blue flag
Distichlis spicata Spike grass
Asclepias incarnata Swamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT
WATER LEVEL WITH BERMUDA GRA55
-1.75" DIA. STEEL PIPE 12„ NORMAL WATER
SURFACE= 42.75
30" HDPE OUTLET ORIFICE INVERT: 42.7 v
INVERT: -
- — — 42.0 ATTACH GALVANIZED WIRE CLOTH
(8 MESH 0.020 HARE)
i /-SEE DETAIL FOR POND SECTION
2' SUMP POND BOTTOM: 32.0
6" CRUSHED STONE FOOTING
#4 BARS 0 12" O.C., E.W. SECTION
POND OUTLET DETAIL
NOT TO SCALE
avIEG~ SHELF:
OUTLET STRUCT 10' MAINTENANCE
ACCESS
WITH TRASH RACK
(4" MAX OPENINGS)
TOP OF POND:10' MSL
_ ,o:
TEMP. STORAGE ELEVATION: 45.0' M5L — — — — .
— — — — SHWT ELEVATION: 44.42'M5L NORMAL POOL ELEVATION: 42.75' MSL _ 3
I 30" HDPE_' INV. 40.05' M5L
I � = ID I
1.75" OR I F I C 2 1' OVER EXCAVATE
BOTTOM OF
FOREBAY=37.0' M5L I� FOR SEDIMENT
POND SOT70N:32.0' MSL STORAGE
I- PUMP WILL BE PROVIDED FOR
MAINTENANCE AND EMERGENCY
DRAINAGE.
2. OUTLET STRUCTURE SIZED TO PASS
POND #14 WITH F O R E B A Y S E C TI O N 01�100 0�'P#THE WPOND BANK.
NOT TO SCALE
GEORG5TpWN R0 SI TE
OLD SR 1163
t60 0 .r
w CIO
0
z
BpU
p�t0
� I.�
SUNS NC ''9
VICINITY MAP
NOT TO SCALE
r 0
01
E.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2/25/09
D.
NCDENR COMMENTS
MAB
12118108AB
C.
NCDENR COMMENTS
MAB
1/13108
B.
NCDENR COMMENTS
MAB
9/2/08
A.
ISSUED FOR REG. REVIEW
MB A
411108AB
REV.
DESCRIPTION
REV.BY
DATE
REVISIONS
M9
OG�AN FRIDGE
PLANTATION®
4vCAPE FEAR
Engineering, Inc.
151 Poole Ad, Suite 100
Belville, NC28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
OCEAN RIDGE PLANTATION
PHASE VI — SEC 2
POND DETAILS
PONDS 1304
PROJECT NUMBER SHEET NUMBER
810-0612 P-3

41
ry lip
2-127
"TYP. -EF
DETAIL Cq
SHEE-j SOf-- j) 2
2 125 -126
2-128
2-124
53
52
5'
50 49
,7
123
2- 129
A\ �.
A.
m\ s 2-130 V
2-72L
2-731
�
2-132
2-733
J
b 2-1,53 0 2-754
7 79
2-734
41
2-154
41
2-735 — e ��' \�\ 47
61' - \ 1\ /56
-------12 CPP 0
i ,1� I
PON1a
2-757
110
5,
7 411
1NI", 1;�.
2-136
2- 1 so
2-737
EPST
2-749
1 6
2 738 2-7.5
.9
.-.2-748
2-739 2-160
,� \ ? 74,;, FE
49 2-1,46 1 N V 3,'
4S \ 1:�
1-40
100,
2-7
US_^—
P ND
0
Az
BEGIN OF
2-744 9 WATERFALL
STRUCTURE
ELEV: 31.82
32
U
74.5 2-708
31
r-
. . . .............
48" CIVIP
INV.=33.22'r
I
2-1
2-2
0
2-3
4-4
0
US—
PONO
GRAPHIC SCALE
80 0 40 80 160
1 inch = 80 f t.
EXISTING PIPE
47
/— EXISTING PIP'L
VICINITY MAP
NOT 10 RAI E
LEGEND
------ FLOW PATH FOR SHVTF
DOWNSTREAM CONVEYANCE
WETLAND
lu-
EXISTING TOPO
PROJECT BOUNDARY
2-99 SECTION - LOT NUMBER
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineerin,q.com
DRAWN
M.BROWN
PROJECT
NUMBER 810-0612
DESIGN M.BROWN
CHECK
C.LYONS
SCALE : _17=_80.
APPROVED:
P.DAVIS
DATE 12-18-07
44CEAN RIDGE PLANTATIOJ�
PHASE V1 - SEC 2
im
WE
PROjE,Z;T NUMUER SHEET , U BER
810-0612 P-4

-7-
— ----------------------
f
V1.
-88 2
kk 2-58 2-87 MATCHLINE
P0
2-17
49 D\
�koll
04A
# f 3
Ir Cmp
2-22
INVJ.2&7r
/ ; \
J ID 1,
-Aq 2-57 2-49
0
91
3;
44
-50 Ilk
2 2-57 2- ig
2-7
8
2-53
0'q xv \ 2-54
\ \\ 2-56
0
+
-55d r 'JPI
2
*m =xft MY
P
40
A PC)
k
-!03 \j'
2-46
INLE-T
'ryp
2-45
AIL 0� -1'
S;ET SW
% _j
35
A
2-26-
2-7,92 Q
\ � \ , ' Ya .r�� `" .-�%' ,•,...y^ �'� �� � '" G -ram^ `'J'1 " q`°,�Cr �i � \� '.�
I XI N 2-47
LLCC ,\ '��+w '', -;'
e-30 riNV. EM-30.59'
I- ND
6 00 - 2-31
31
_9
J2
6
?-33
• OS-1 (SEE 0z 2-
DETAIL.E ON
2 35
U0
SW-2)
31 EXI
Ilk
PON
#6
\� -A - t
2-36
4' mp
(2)— 36" 2-38
RCP PIPES
G INV.=22.15'
-48" CIVIP
INV.=22.1 0'
Ja
-48" CIVIP
'INV.=21.87'
EXISTING
#108
"48" PIP
I N V. 19.02'
48" PIPE
INV,=1 8.67'
it
if
EX. J. D.
too
DI I L.F4
EX. J.D. DITCH
CROSS SECTION
(STUDY POINT) 000
3 NA P 100 $00 00 1
INV. 4 5'oo 0 100
1000
000
1000
-00-
Iwo SOO
36" CIVIP
70;0
INV. =1 5.65' 18" CM 18'
EL. 44.00' MSL
INV. 40.72' MSL INV, 38.39' MS
OQINV. 33.64' MSL
/SL�'F OF 18" RC
EX DITCH
(COLLECTS WATER FROM SECTION 1)
EX POND #105
INV.=18.89 INV
EL. 39.00' MSLFEATURE
/-TOP OF WATERFALL
INV. 33.
ELEV: 31.82
OS-1 (SEE DETAIL
I LFOF 48" CM
BOTTOM OF
ON SW-2)
q ELEV: 32.49'
WATERFALL FEATURE
LELEV. 27,16
TOP OF WEIR: 26.75' MSL
GRAPHIC SCALE
80 0 40 BO 160
1 inch = 80 f+.
FOR ILLUSTRATIVE
PURPOSES ONLY
151
-------------
71
21 .0 + 2 1 .0
11 El 1
51�-.Iffr I-Lf-V: 15 0
17.0 17. 0 +
�—E I I ILI -1 1 1-1 1 ,Ili
EX. J.D. DITCH AT
CK0155 SECTION
\ --I / NV- 22.1�:_MSL EL. 27.00' MSL
6-4LL " -- — — — �\ —INV. 22.10' MSL
_OF (2)- -6 RCP
3 R, INV. 21.87' MSL EL. 25.00' MSL
BOTTOM OF LF70E—',B" cmp SA\- 19.02' MSL INV. 18.67' MSL
FOREBAY=29.0' MSL INV. 16.45 MSL
1 LF OF 48" CM ou
EX POND #106 EL. 17.00' MSL
EX. J.D. DITCH
DOWN5TKEAM CONVf-YANC'7- SCHEMATIC EX POND #107 (SEE CROSS SECTION ABOVE)
NOT TO SCALE EX POND #108
EL. 21.00- MSL
INV. 15.65' MSL
LP OF 3 67(-Pg/OFFSITE
EL 18.00' MSI —
EAN I-lwy
US Hwy
,SATE
GC P'6165TO*
3
k1j w
6Zvi U
APO
susscf '3,0,ug,
I't C
VICINITY MAP
Nor FOSCA.Ir
FLOW PATH FOR SHWT
DOWNSTREAM CONVEYANCE
WETLAND
EXISTING TOPO
PROJECT BOUNDARY
2-99 SECTION - LOT NUMBER
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Belville, NC 28451
TEL !910) 383-1044
PAX [phone]
www.capefearengineering.com
OCEAN RIDGE PLANTATION
PHASE V1 — SEC 2
PROJECT NUMBER
8 1 10-0612 SHEET NUMBER
P-5

GRAPHIC SCALE
--- 0 100 200 400
1 ind - 200 ft.
4_A17'
OCEAN HWY
Wy
Hy
SITE
SITE
0. / TE
,eOVRrnLa
BSUNS NC �99
NOT TO SCALE
el
C.
REDESIGN TO 90% TSS REMOVAL
REVISE DRAINAGE EASEMENTS
MTH
2125109
B.
NCDENR COMMENTS
MAB
8119108
A.
ISSUED FOR REG. REVIEW
MAB MAB
411108
REV.
DESCRIPTIONREV
Y
DATE
RFVI�InN�
a��lsaa illy
Ar @&,
TAt�
0C� DOE
PLANTATION
CAPE FEAR
Engineering, Inc.
151 Poole Ad, Su/1e 100
BeNille, NC28451
TEL (910) 383•1044
FAX [phone]
www.capetearengineering.com
DRAWN
M.BROWN
PROJECT
NUMBER 810-0612
DESIGN M.BROWN
CHECK:
J.BOYD
SCALE 1`=200'
APPROVED:
P.DAVIS
DATE : 12-18-07
P.\810\810-0812\dwg\SWEC\SWEC—OCEAN RIDGE Section 2 8-20-08
OCEAN RIDGE PLANTA
PHASE VI - SEC 2
DRAINAGE AREA
EXHIBIT MAP
r FINAL DESIGN
NOT FOR CONSTRUCTION
PROJECT NUMBER SHEET NUMBER
810-0612 D-2

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
,•V.
L
1 11".ti BLADEN /' PENDER
i'
// !1F
COLUMBUS /1 ct'r
`_--. --/ NEW HAN I VER
i
Ir ,,, / t\
l
�% BRUNSWICK t
/, Y I
r `', �, t
\ , I
/ ;
,\�,.. r — .
\ /�
i
%,./ +� O, ,�a
DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200). The horizontal datum was the North American
Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMS for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. These differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet, where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAVD 88). These flood elevations must be compared to structure
and ground elevations referenced to the same vertical datum. An average
offset between NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations that were not revised during the
creation of this statewide format FIRM. The offsets for each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide format FIRM. See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion of
elevations between NAVD 88 and NGVD 29. To obtain current elevation,
description, and/or location information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address show below.
You may also contact the Information Services Branch of the National Geodetic
Survey at [phone], or visit their website at www.ngs.noaa.gov.
North Carolina Geodetic Survey County Average Vertical Datum Offset Table
121 West Jones Street County Vertical Datum Offset (t)
Raleigh, NC 27601 Brunswick -1.06
[phone]
www.ncgs.state.nc.us
Example: NAVD 88 = NGVD 29 + W.06)
All streams listed in the Flood Hazard Data Table below were studied by
detailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either a coastal analysis or limited detailed
riverine analysis. More information on the flooding sources studied by these
analyses is contained in the Flood Insurance Study report.
FLOOD HAZARD DATA TABLE
Floodway Width (feet)
Left/Right Distance From
1%Annual Chance
The Center of Stream to
Cross Stream
Flood Discharge
(100-year)
Encroachment Boundary
Section Station'
(cfs)
Water -Surface Elevation
(Looking Downstream) or
(feet NAVD 88)
Total Floodway Width
CALABASH RIVER
261
26,090
1,880
12.6
16 / 94
265
26 468
1,650
12.8
75 / 76
1
269
26.896
1,650
12.8
40 / 23
275
I 27,467 I
1,650
14.6
46 66
279
1 27,944 1
1,650
I 16.4::�_][
50 / 60
Feet above mouth
.' r
. v *, t N u? I F {,
li r
+1_',
', "
.-
. P -
Fr.... , '. �_r Id-N;:'. 9d[ 11 PAF111'«£� �!d„ {"
,,r• t.w tii
,., ,,
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The State of North Carolina has
implemented a long term approach of floodplain management to decrease
the costs associated with flooding. This is demonstrated by the State's com-
mitment areas at the local level. As art of this effort the
mitment to ma floodplain
PP ,
State of North Carolina has joined in a Cooperating Technical State agreement
with FEMA to produce and maintain this digital FIRM.
www.ncfloodmaps.com
2 150 000 FEET
60 000 FEET r7-
3755 000 M
33°54'30
3754 000 M
Il
33°54'0" L4
a
a
z
e
52 500 FEEL
3753 000 M
33°53'30
50 000 FEE]
78°30'0"
744 000 M
W4.
ed I
"' 4 Pioa-
� � Brunswick County
,,, Unincorporated Areas
tos 370295 oft P Ph V-T
sect;011 1
78°29'30" JOINS PANEL 1056
inn Mn M
78°29'0" 2 157 500 FEET 78°28'30"
n nnn M
,____­_�_ I I � " W
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Extraterritorial Jurisdiction � LL ;
375359 11
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Uninco orated Areas 7
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Town of Sunset Beach m `�� -
375359 1 ��\ _P
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Calabash Creek 41, r . I
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7>
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RY RD 5W 4 .
( )
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t` L 1fi
`; Town of Sunset Beach Q k ,l r �° t . ZONE X O ZONE AE
179 �� — orY . . ,. -i I,. (EL'4) .� . .
Grp t ._I t r Y a, ZONE X r_ ZONE X .
`� X� 375359 , ... z . .
., 4 or ., ,. e R sW x z f ' , • .
r No\,\rl a = a ZONE AEcc RS GT sw • ... N� ZONE AE . • . . . .
„` � * � "n* . r PG SGHOONE z ' . . . . • �. • ' • . , . , . .
. :w �`'" v,, `:n: ' M , (EL 14) 0 . .. O . N!z • (EL 151
�•
' ,, r- Si, . o T LN Q ZONE X- ,. `y , , .. .
, .:. ,. ZONE AE
„ ` " o r" BARTLET
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" V- ` w• fi ' (EL 15) rq ' . . . . . .
:• NGvtN . .
.,, ,# _ : * �N- ZONE X (EL 15) (n , .. . , , .. .. . . .. _ , \Nsw. • i ... _YP. .. .. .. .
'�'
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,.:. - .,k A. M\\�s� o ��� o<<YCN ZONE AE , g ... . NO VIEW PL SW k . . . . . . . . . . . . . . . . . . . . . . .
..
rRt INDIGO CIR , . . , . , . . . . . . . \ '
*� ZONE X ZONE X. ANGkRCT . • �, --CROSS CREEK DR K* ry ;"� r ; . . . \ -y
,.
a ", >.4 ZONEX - - _,....-..... �... ......
.<
a r . . .. - -
.......
G\R , . . , . . . .
° ,
O
u
REPT oPK.; • . .. " ° . • . � .',,...� .. ... , .. > " .. , ... . _ . ... � ZONE VE \\\ , . .....
, G ,.,. ,..w .,,. ..,... .,. .. ZONEV .....,.
• , . . . . . . . . . . . . . . PPE . . (EL 16)
ZONE AE1co�'ti " ZONE VE g . \ ... ...... .. PEGP�. p ZONE AE\\\ (EL 17) E . , , ....
ZONE X c ` f (EL 16) ..... `\ ... ZONE VE tiay (EL 16) \ - .... . .... .
(EL 14) J " RE \ . . (EL 17 . " „ „ Coastal Wate \
STOKES DR O ZONE AE E�\NEa . , . .. . , . \ .. )� . Intro '
ZONE AE -r / ( ) NOR n ... .. . " ,( OR \ .. ....... < ; _ ' .... ONE Vll ... ' ... .
(EL 15) � ZONE AE \ (EL s �, : . .. ... .WPIeg, , - , \ ZONE VE , , . ..:., .... . .. . . * .. `\ \. Z (EL 16). . .
.. . . (EL 14) TWISTED OAK LN ,Rr°. . .. . . . . . . . . . . . (EL 16) . . . . . . . . . . . . . . . . . . . . . . y . , . . . . . > . . . . . . . . . . . , , , . . . .
ZONE AE_ -----. , ......* . <....... ......... ...........
../. .v
t�
(EL 16) . . . . . . . . . . . . . . , - of S , . . . . . . . . . . . . . . . . . . . . . .
.. a • ',�' f � � . �, \ .. . ®. ,... ... , ..... ... ' ....... Sunset Beach ......... ��................ .. .
ZONEVE- � \ � 't... ,, - ... , .ZONE AE....... . ; . , . , ....... , • • • ..... f .... .. . .
°
- i ......... \ . ...... .. .... . (EL 16) . . . . , . . . . . , . „ , real Jurisdiction ....... .► . • ZONE•YE•
\ � own u
\\\ ZONE X "Extraterritorial dicti n L �.
ZONEVE-,� ..........'p'........j o. _ .........................®. . .. ONEA... .........¢..:.. 53 9'' :,.......:::..\�,,......:..... ,.,•
.
\\ ,:ZONE VE Z ( ) ....... .... ... .
.
(EL 17) '�. \ . I (EL 17) - , . , s. . . . . . . . , . . . , . . . . . . . . .
° °' \ E 37 59
.�. . .
_ _ _ __-- 731 000 M 732000 M 73R 000 M
3755 00°'`"
33°54'30"
57 500 FEET
L0
ca
0
J3754 000 M
w
Q33°54'0"
U)
Z
O
-)
13°53'30"
3753 000 M
50 000 FEET
2 150 uvu FEET
78°30'0" 2 152 500 FEET 78°29'30" JOINS PANEL 1054 78"29'0"
78°28'30" 2 160 000 FEET
NOTES
TO USERS
This map is for use in administering the National Flood Insurance program. It does not
Boundaries of the floodways were computed at cross sections and interpolated between
Base map features shown on this map, such as corporate limits, are based on the most up-
An accompanying Flood Insurance Study report, Letter of Map Revision (LOMR) or Letter of
necessarily identify all areas subject to flooding, particularly from local drainage sources of
cross sections. The floodways were based on hydraulic considerations with regard to
to -date data available at the time of publication. Changes in the corporate limits may have
Map Amendment (LOMA) revising portions of this panel, and digital versions of this FIRM may
Y
small size. The communityma repository should be consulted for possible updated or
p p Y P P
requirements of the National Flood Insurance Program. Floodway widths and other pertinent
q 9 Y P
occurred since this ma was published. Ma users should consult the appropriate
P p Pbe
available. Visit the North Carolina Floodplain Mapping Program website at
additional flood hazard information.
Floodway data are provided in the Flood Insurance Study report for the jurisdictions.
community official or website to verify current conditions of jurisdictional boundaries and base
www.ncfloodmaos.com, or contact the FEMA Map Service Center at 1-800-358-9616 for
map features.
information on all related products associated with this FIRM. The FEMA Map Service Center
To obtain more detailed information in areas where Base Flood Elevations (BFEs) and/or
Certain areas not in Special Flood Hazard Areas may be protected by flood control
may also be reached by Fax at 1-800-358-9620 and their website at www.fema.gov/msc.
floodways have been determined, users are encouraged to consult the Flood Profiles,
structures. Refer to Section 4.4 "Flood Protection Measures" of the Flood Insurance Study
This map reflects more detailed and up-to-date stream channel configurations than those
Floodway Data and/or Summary of Stillwater Elevations tables contained within the Flood
report for information on the flood control structures in the jurisdictions.
shown on the previous FIRM for this jurisdiction. The floodplains and floodways that were
Insurance Study (FIS) report that accompanies this FIRM. Users should be aware that BFEs
transferred from the previous FIRM may have been adjusted to conform to these new stream
MAP REPOSITORY
shown on the FIRM represent rounded whole -foot elevations. These BFEs are intended for
Base map information and geospatial data used to develop this FIRM were obtained from
channel configurations. As a result, the Flood Profiles and Floodway Data tables in the Flood
flood insurance rating purposes only and should not be used as the sole source of flood
various organizations, including the participating local community(ies), state and federal
Insurance Study report (which contains authoritative hydraulic data) may reflect stream
Refer to listing of Map Repositories on Map Index .com.
visit wwMAP
elevation information. Accordingly, flood elevation data presented in the FIS report should be
agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired as
channel distances that differ from what is shown on this map.
EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
PANEL
utilized in conjunction with the FIRM for purposes of construction and/or floodplain
part of the National Digital Orthophoto Program. The time period of collection for the imagery
JUNE 2, 2006
2,2006
DATE(S) OF REVISION(S) TO THIS PANEL
management.
9
is 1998-1999 Information and eos atial data supplied b the local communit les that met
9 P PP Y Y(� )
Please refer to the separately printed Ma Index for an overview ma of the count showingEFFECTIVE
P Y P p P Y
r
FEMA base ma specifications were considered the referred source for development of the
P P P P
the layout of ma panels; community ma re i
os to addresses' and a Listing of Communities
Y PP Y P P ,
rY 9
Forcommunity map revision history Prior to statewide mapping, refer to the Community Map History table
North
Coastal Base Flood Elevations shown on this map apply only landward of 0.0' N
i
base ma See eos atial metadata for the associated digital FIRM for additional information
p g p g
table containing National Flood Insurance Pro ram dates for each community
g g h as well as a
located in the Flood Insurance Study report for this jurisdiction.
American Vertical Datum of 1988 (NAVD 88). Users of this FIRM should be aware that coastal
about base map preparation.
listing of the panels on which each is located.
flood elevations are also provided in the Summary of Stillwater Elevations tables in the Flood
To determine ' if flood insurance is available i n this community, contact our
y, y insurance agent, the North Carolina
Insurance Study report for this jurisdiction. Elevations shown in the Summary of Stillwater
If you have questions about this map, or questions concerning the National Flood Insurance
Division of Emergency Management or the National Flood Insurance Program at the following phone numbers
Elevations tables should be used for construction and/or floodplain management purposes
Program in general, please call 1-877-FEMA MAP (1-877-336-2627) or visit the FEMA
or websites:
when they are higher than the elevations shown on this FIRM.
website at www.fema.gov.
NC Division of Emergency Management National Flood Insurance Program
[phone] www.nccrimecontrol.ora/nfip 1-800-638-6620 www.fema.aov/nfip
_q _
LEGEND
�' `­ SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO
w... INUNDATION BY THE 1% ANNUAL CHANCE FLOOD
The 1% annual chance flood (100-year flood), also known as the base flood, is the flood
that has a 1% chance of being equaled or exceeded in any given year. The Special
Flood Hazard Area is the area subject to flooding by the 1% annual chance flood. Areas
of Special Flood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base
Flood Elevation is the water -surface elevation of the 1 % annual chance flood.
ZONE A No Base Flood Elevations determined.
ZONE AE Base Flood Elevations determined.
ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood
Elevations determined.
ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain);
average depths determined. For areas of alluvial fan flooding, velocities
also determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1% annual
chance flood by a flood control system that was subsequently
decertified. Zone AR indicates that the former flood control system is
being restored to provide protection from the 1% annual chance or
greater flood.
ZONE A99
Area to be protected
0
e d from 1 / annual chance flood
p o by a Federal
flood protection system under construction; no Base Flood Elevations
determined.
ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations
determined.
FLOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any adjacent floodplain areas that must be
kept free of encroachment so that the 1 % annual chance flood can be carried without
substantial increases in flood heights.
OTHER FLOOD AREAS
ZONE X Areas of 0.2% annual chance flood; areas of 1% annual chance flood
with average depths of less than 1 foot or with drainage areas less than
1 square mile; and areas protected by levees from 1% annual chance
flood.
OTHER AREAS
ZONE X Areas determined to be outside the 0.2% annual chance floodplain.
ZONE D Areas in which flood hazards are undetermined, but possible.
COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
\ � \ OTHERWISE PROTECTED AREAS (OPAs)
CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas.
1 % annual chance floodplain boundary
0.2% annual chance floodplain boundary
— — — — - Floodway boundary
Zone D Boundary
•�����•��������•�• CBRS and OPA Boundary
Boundary dividing Special Flood Hazard Areas of different
+— Base Flood Elevations, flood depths or flood velocities.
^^- 513 -^^- Base Flood Elevation line and value; elevation in feet*
(EL 987) Base Flood Elevation value where uniform within zone;
elevation in feet*
*Referenced to the North American Vertical Datum of 1988
oil Cross section line
23 — — — — — 23 Transect line
97°07'30", 32o22'30" Geographic coordinates referenced to the North American
Datum of 1983 (NAD 83)
4276 000 M 1000-meter Universal Transverse Mercator grid ticks, zone 17
1 477 500 FEET 2500-foot grid values: North Carolina State Plane coordinate
system (FIPSZONE 3200, State Plane NAD 83 feet)
BM5510 x North Carolina Geodetic Survey bench mark (see explanation
in the Datum Information section of this FIRM panel).
BM5510 National Geodetic Survey bench mark (see explanation in
® the Datum Information section of this FIRM panel).
• M1.5 River Mile
�_
ICI
GRID NORTH
MAP SCALE 1" = 500' (1 : 6,000)
250 0 500 1000
FEET
METERS
150 0 150 300
on
PANEL 1055J
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 1055
(SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM
PANEL LAYOUT)
CONTAINS:
COMMUNITY CID No. PANEL SUFFIX
BRUNSWICK COUNTY 370295 1055 J
SUNSET BEACH,TOWN OF 375359 1055 J
Notice to User: The Map Number shown below should be used
when placing map orders; the Community Number shown
above should be used on insurance applications for the subject
community.
l EFFECTIVE DATE MAP NUMBER
JUNE 2, 2006 3720105500J
.*. W
9
� �y
.. il�
I 'r4 -
11
f
.� .¢
�r4, rss ?.
!.'
.__ .
�.
:,__
a ..,�
�� 1r�
State of North Carolina
Federal Emergency Management Agency
__ - - - - - - - ----- — - - - .__/

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
BLADEN
PENDER
•r,
' 7-
COLUMBUS
- NEW HANtbVER
•t
BRUNSWICK
DATUM INFORMATION
The projection used in the preparation of this map was the North Carolina
State Plane (FIPSZONE 3200). The horizontal datum was the North American
Datum of 1983, GRS80 ellipsoid. Differences in datum, ellipsoid, projection, or
Universal Transverse Mercator zones used in the production of FIRMs for adjacent
jurisdictions may result in slight positional differences in map features across
jurisdictional boundaries. These differences do not affect the accuracy of this
FIRM. All coordinates on this map are in U.S. Survey Feet, where
1 U.S. Survey Foot = 1200/3937 Meters.
Flood elevations on this map are referenced to the North American Vertical
Datum of 1988 (NAVD 88). These flood elevations must be compared to structure
and ground elevations referenced to the same vertical datum. An average
offset between NAVD 88 and the National Geodetic Vertical Datum of 1929
(NGVD 29) has been computed for each North Carolina county. This offset was
then applied to the NGVD 29 flood elevations that were not revised during the
creation of this statewide format FIRM. The offsets for each county shown on
this FIRM panel are shown in the vertical datum offset table below. Where a
county boundary and a flooding source with unrevised NGVD 29 flood elevations
are coincident, an individual offset has been calculated and applied during the
creation of this statewide format FIRM. See Section 6.1 of the accompanying
Flood Insurance Study report to obtain further information on the conversion of
elevations between NAVD 88 and NGVD 29. To obtain current elevation,
description, and/or location information for bench marks shown on this map,
please contact the North Carolina Geodetic Survey at the address show below.
You may also contact the Information Services Branch of the National Geodetic
Survey at [phone], or visit their website at www.ngs.noaa.gov.
North Carolina Geodetic Survey County Average Vertical Datum Offset Table
121 West Jones Street County Vertical Datum Offset (ft)
Raleigh, NC 27601 Brunswick -1.06
[phone]
www.ncgs.state.nc.us
Exam le: NAVD 88 = NGVD 29 + -1.06
All streams listed in the Flood Hazard Data Table below were studied by
detailed methods using field survey. Other flood hazard data shown on this
map may have been derived using either a coastal analysis or limited detailed
riverine analysis. More information on the flooding sources studied by these
analyses is contained in the Flood Insurance Study report.
FLOOD HAZARD DATA TABLE Floodway Width (feet)
Left/Right Distance From
1% Arrual Chance The Center of Stream to
Cross Stream Flood Discharge (100-year) Encroachment Boundary
Section Station(cfs) Water -Surface Elevation (Looking Downstream) or
(feet NAVD 88) Total Floodway Width
CALABASH CREEK
003
325
NA
006
625
NA
021
2,085
NA
024
1 2,385 1
NA
50
416
199
162
CALABASH RIVER
156
15,575
NA
171
17,050
NA
174
17,350
NA
218
21,800
NA
211
21,060
2,110
216
21,596
2,110
221
22,144
2,110
226
22,604
2,110
229
22,908
2,110
234
23,382
2,110
236
23,613
2,110
242
24168
2110
246
24,581
1,880
250
25,043
1,880
254
25,443
1,880
256
25,640
1,880
11.62
11.62
11.62
11.62
223
283
449
181
111 / 584
138 / 63
167 / 494
44 / 2164
40 / 3304
44 / 392
77 / 359
53 / 252
17 / 3894
33 / 2214
26 / 26
21/58
CALABASH RIVER TRIBUTARY
007
651
1,050
011
1,092
1,050
012
1,191
1,050
015
1,539
1,050
01$
1827
1050
021
2,083
1,050
024
2,432
1,050
11.72
11.72
11.72
11.72
11.72
11.72
11.72
11.72
11.72
11"72
12.0
12.0
12.1
12.1
12.4
12.4
52 / 534
36/64
35 / 65
73 / 724
55 / 554
11/54
21/40
' Feet above mouth
2 Elevation includes coastal surge from Atlantic Ocean
3 Elevation includes backwater effects from Calabash River
° Width does not match panel due to adjustment of the mapped floodway to incorporate adjacent water bodies.
12.03
12.03
14.7
14.7
15.1
15.3
17.0
�SiyhTf. va��.�: •,
I i
F'?'L115 ': CrJ�s'PER�=' s �+^;YiF.�t„"dH.. F"�..
w i
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The State of North Carolina has
implemented a long term approach of floodplain management to decrease
the costs associated with flooding. This is demonstrated by the State's com-
mitment to ma floodplain areas at the local level. As art of this effort the
P P P ,
State of North Carolina has joined in a Cooperating Technical State agreement
j P g 9
with FEMA to produce and maintain this digital FIRM.
www.ncfloodmaps.com
2 140 000 FEET
60 000 FEET r-
3755 Goo M -
33'54'30"
3754 000 M
M
0
J
Lu
Z
Q
rZ
07
z
33°54'0"0
3753 000 %1
52 500 FEET
33'53'30"
50 000 FEET
2 1400
� 5�N
�N R
O�G
E
78"32'0"
ZONE X
Brunswick County
Unincorporated Areas
370295�
ZONE X
ZONE
78'31'30" JOINS PANEL 1046
78"31'0" 2 147 500 FEET 78'30'30"
o; 15 12 ZONE AE 1 *�
r "1-
w Calabash Creek ZONE ZO zsa n
1 " LIMIT OF DETAILED STUDY z -
i' ZONE AE _ O�
' (EL 12) o2a �� zas) w
• m
zaz
' •L�� t s , Ir ' � �",;; UNNAMED ROAD • • N
236
234 '
• K
Go��
-o METCALFSPUR I CRpO ED
0 , 229
Brunswick County 221 226 , • , ZONE X
Unincorporated Areas ZONE x • . Calabash River
fl
N� 370295 ZONE X . , • , - /lw,04`111111!� 'r,
ZONE X
ZONE X • , HAWK SEA DR SW
ZONE X 216
ZONE AE
/ ZONE AE
(EL 12) . • (EL 12) fl
KINGFISHER LN SW 171 174 --� Calabash Rive ZONE X
� ZONE z1a z11
AE ZONE X
ZONE X (EL 12)
• p
FLOODINGFROM
6CLUBHOUSE RD SW
CALABASH RIVERTOwn Of PRIVATEDRIVE AK ..gLVD
• �� . '
ZONE AE Sunset Beach 003 &A
(EL 12) 375359 Calabash creek Calabash
Town of Sunset Beach
River w
ZONEX �w
Calabash River Calabash River
15e a -� ZONE AE _��r
EL 12)
_7
• / P��* D
' OAL 0
ZONE AE � M Townof Calabash ZONE X �
ZONE X Sunset Beach ETJ sh River
(EL 12) / 1 `
W
�� • • SUNSET LAKES BLVD 375359 p to
ZONE X • ' ZONE X y�9
Town of Sunset Beach. °sA � "�" •' T�F
. ' ZONE X �. ' . ' ... - • • ZONE AE
/ - 375359
/ ( s�
/ EL 12)
728 000 M 729 000 ri
FLOODING EFFECTS FROM S
ATLANTIC OCEAN \ S�P�\ON
ZONE AE ,\ j ZONE X = Jill
(EL 14) \ -
ZONE AE \' ZONE X ZONE AEr �a4�PO�R
179
(EL 14)
7Zn 000 M
LEGEND
00 FEET
SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO
60 000 FEET
INUNDATION BY THE 1% ANNUAL CHANCE FLOOD
The 1% annual chance flood (100-year flood), also known as the base flood, is the flood
that has a 1% chance of being equaled or exceeded in any given year. The Special
Flood Hazard Area is the area subject to flooding by the 1% annual chance flood. Areas
of Special Flood Hazard include Zones A, AE, AH, AO, AR, A99, V, and VE. The Base
Flood Elevation is the water -surface elevation of the 1 % annual chance flood.
ZONE A No Base Flood Elevations determined.
ZONE AE Base Flood Elevations determined.
ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); Base Flood
Elevations determined.
ZONE AO Flood depths of 1 to 3 feet (usually sheet flow on sloping terrain);
average depths determined. For areas of alluvial fan flooding, velocities
also determined.
ZONE AR Special Flood Hazard Area formerly protected from the 1% annual
chance flood by a flood control system that was subsequently
decertified. Zone AR indicates that the former flood control system is
being restored to provide protection from the 1% annual chance or
greater flood.
ZONE A99 Area to be protected from 1% annual chance flood by a Federal
flood protection system under construction; no Base Flood Elevations
determined.
3755 000 m
ZONE VE Coastal flood zone with velocity hazard (wave action); Base Flood Elevations
determined.
C� FLOODWAY AREAS IN ZONE AE
The floodway is the channel of a stream plus any adjacent floodplain areas that must be
kept free of encroachment so that the 1 % annual chance flood can be carried without
substantial increases in flood heights.
33"54'30"
OTHER FLOOD AREAS
ZONE X Areas of 0.2% annual chance flood; areas of 1% annual chance flood
57 500 FEET
with average depths of less than 1 foot or with drainage areas less than
1 square mile; and areas protected by levees from 1% annual chance
flood.
OTHER AREAS
ZONE X Areas determined to be outside the 0.2% annual chance floodplain.
ZONE D Areas in which flood hazards are undetermined, but possible.
COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
OTHERWISE PROTECTED AREAS (OPAs)
CBRS areas and OPAs are normally located within or adjacent to Special Flood Hazard Areas.
1% annual chance floodplain boundary
0.2% annual chance floodplain boundary
- - - - - Floodway boundary
- Zone D Boundary
•••••••••••••••••• CBRS and OPA Boundary
Boundary dividing Special Flood Hazard Areas of different
Base Flood Elevations, flood depths or flood velocities.
513 Base Flood Elevation line and value; elevation in feet*
(EL 987) Base Flood Elevation value where uniform within zone;
elevation in feet*
*Referenced to the North American Vertical Datum of 1988
Cross section line
Y3- - - - - Transect line
3754 Goo m
L0
97°07'30", 32°22'30" Geographic coordinates referenced to the North American
in
0
Datum of 1983 (NAD 83)
`-
J
4276 00Om 1000-meter Universal Transverse Mercator grid ticks, zone 17
Z
1 477 500 FEET 2500-foot grid values: North Carolina State Plane coordinate
Q 33'54'0"
system (FIPSZONE 3200, State Plane NAD 83 feet)
BM5510 X North Carolina Geodetic Survey bench mark (see explanation
Z
in the Datum Information section of this FIRM panel).
O
BM5510® National Geodetic Survey bench mark (see explanation in
the Datum Information section of this FIRM panel).
• M1.5 River Mile
3753 Goo M
33'53'30"
50 000 FEET
78'32'0°
214L5UUFEEI 78'31'30" JOINS PANEL 1044 78'31'0"
78°30'30" 2 150000 FEET
NOTES
TO USERS
This map is for use in administering the National Flood Insurance program. It does not
Boundaries of the floodways were computed at cross sections and interpolated between
Base map features shown on this map, such as corporate limits, are based on the most up-
An accompanying Flood Insurance Study report, Letter of Map Revision (LOMR) or Letter of
necessarily identify all areas subject to flooding, particularly from local drainage sources of
cross sections. The floodways were based on hydraulic considerations with regard to
to -date data available at the time of publication. Changes in the corporate limits may have
Map Amendment (LOMA) revising portions of this panel, and digital versions of this FIRM may
y
small size. The communityma repository should be consulted for possible updated or
p p y p P
requirements of the National Flood Insurance Program. Floodway widths and other pertinent
q g y p
occurred since this ma was
p published. Map users should consult the appropriate
be available. Visit the North Carolina Floodplain Mapping Program website at
additional flood hazard information,
floodwa data are provided in the Flood Insurance Stud report for the jurisdictions.
y p y p ju sdlctions.
community official or website to verify current conditions of jurisdictional boundaries and base
www.ncfloodmaps.com, or contact the FEMA Map Service Center at 1-800-358-9616 for
ma features.
P
information on all I related products associated with thisFIRM. The FEMA MapService Center ter
ore detailed information in areas where Base Flood Elevations BFEs and/or
To obtain m (BFEs)
Certain areas not in Special Flood Hazard Area m e protected
p s may b p ed by flood control
may also be reached by Fax at 1-800-358-9620 and their website at www.fema.gov/msc.
floodways have been determined, users are encouraged to consult the Flood Profiles,
structures. Refer to Section 4.4 "Flood Protection Measures" of the Flood Insurance Study
This map reflects more detailed and up-to-date stream channel configurations than those
Floodway Data and/or Summary of Stillwater Elevations tables contained within the Flood
report for information on the flood control structures in the jurisdictions.
shown on the previous FIRM for this jurisdiction. The floodplains and floodways that were
Insurance Study (FIS) report that accompanies this FIRM. Users should be aware that BFEs
transferred from the previous FIRM may have been adjusted to conform to these new stream
MAP REPOSITORY
shown on the FIRM represent rounded whole -foot elevations. These BFEs are intended for
Base map information and geospatial data used to develop this FIRM were obtained from
channel configurations. As a result, the Flood Profiles and Floodway Data tables in the Flood
Refer to listing
ng of Map Repositories on Map Index or visitwww.ncfloodmaos.com.
flood insurance rating purposes only and should not be used as the sole source of flood
various organizations, including the participating local community(ies), state and federal
Insurance Study report (which contains authoritative hydraulic data) may reflect stream
EFFECTIVE DATE OF FLOOD INSURANCE RATE MAP PANEL
elevation information. Accordingly, flood elevation data presented in the FIS report should be
agencies, and/or other sources. The primary base for this FIRM is aerial imagery acquired as
channel distances that differ from what is shown on this map.
JUNE 2, 2006
utilized in conjunction with the FIRM for purposes of construction and/or floodplain
j P P P
art of the National Digital Ortho hoto Program. The time period of collection for the imagery
P g P g P g y
EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL
management.
is 1998-1999 Information and geospatial data supplied by the local community(ies) that met
Please refer to the separately printed Map Index for an overview map of the county showing
FEMA base map specifications were considered the preferred source for development of the
'
the layout of map panels; community map repository addresses; and a Listing of Communities
For community map revision history prior to statewide mapping, refer to the Community Map Historytable
Coastal Base Flood Elevations shown on this ma apply only landward of 0.0' Northa
p pp y y
base map. Seegeospatial met data for asso digital FIRM
the dated dl for additional information
p g
table containing N
National Flood Insurance
g once Program dates for each community as well as a
located in the Flood Insurance Study report for this jurisdiction.
American Vertical Datum of 1988 (NAVD 88), Users of this FIRM should be aware that coastal
about base map preparation.
listing of the panels on which each is located,
flood elevations are also provided in the Summary of Stillwater Elevations tables in the Flood
To determine if flood insurance is available in this community, contact your insurance agent, the North Carolina
Insurance Study report for this jurisdiction. Elevations shown in the Summary of Stillwater
If you have questions about this map, or questions concerning the National Flood Insurance
Division of Emergency Management or the National Flood Insurance Program at the following phone numbers
or websites:
Elevations tables should be used for construction and/or floodplain management purposes
Program in general, please call 1-877-FEMA MAP (1-877-336-2627) or visit the FEMA
when they are higher than the elevations shown on this FIRM.
website at www.fema.gov,
NC Division of Emergency Management National Flood Insurance Program
[phone] www.nccrimecontrol.org/nfip 1-800-638-6620 www.fema.gov/nfir)
ID -
GRID NORTH
MAP SCALE 1" = 500' (1 : 6,000)
250 0 500 1000
FEET
METERS
150 0 150 300
&%MDF PANEL 1045J
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 1045
(SEE LOCATOR DIAGRAM OR MAP INDEX FOR FIRM
PANEL LAYOUT)
CONTAINS:
COMMUNITY CID No. PANEL SUFFIX
BRUNSWICK COUNTY 370295 1045 1
SUNSET BEACH, 375359 1045 1
TOWN OF
Notice to User: The Map Number shown below should be used
when placing map orders; the Community Number shown
above should be used on insurance applications for the subject
community.
EFFECTIVE DATE MAP NUMBER
JUNE 2, 2006 3720104500J
a
r
ti
t r
State of North Carolina
Federal Emergency Management Agency