SW8970233_APPROVED PLANS_20160302

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q-10233
DOC TYPE
❑ CURRENT PERMIT
r� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 oit-0 0 30 2
YYYYMMDD

FA
LOCH TION MAP
,,5W
TO SCALE
CA
30' JO'
4' CONCRETE
r � ....: ff ElEYAT70N
COMMPAC70 SUBGRADE'
(REVERSE/INVERTED CROWN)
60 FT ROAD SEC77ON A -A
NOT TO SCALE
CONSTRUCTION SCHEDULE -
1. OBTAIN APPROVAL OF PUN AND ANY NECESSARY PEWIS AND HOLD A
PRE-CONSTRUCH N CONFERENCE PRIOR TO CLIMMENCTNG ANY WORK.
2 FUG WORK GABS AND STAKE -OUT DRIVE AISLED AND STORM DRAINAGE
STRUCTURES FOR PRaWARY GRADING
,T INSTALL GRAVEL CONS7RUCDON ENTRANCES
4. INSTALL Si.T FENCIN& SMAIENT BASIN AiD SKIMMER PRIOR TO ROUGH WADING THE
REMAINING 97E AND ANY SiOCKP M OF U47EMAL AND TTWSOL NECESSARY
5 INSTALL U7IU71ES IN ROADWAY, ESTABLISH FINAL ROAD GRADES AND STABILIZE ROAD NTH
STONE BASE COURSE
6. FNAL GRADE; INSTALL NON-MR1N7pPAL UTIUiIES AS NEEDED, AND WGETADVELY
STABLIZE AREAS WHERE BMW CONSiRUCiM IS NOT IMMINENT.
7. ALL EROSION AND SEDIMENT CONTROL PRACiIC S ARE TV BE INSPECTED WEEKLY AND
AFTER ANY RAINFALL, AND REPAW AS NECESSARY.
8 UPON COMPLERON OF CONSiRUC770N, THE ROADWAY IS TO LE PAVED AND ALL AREAS
PERMANENTLY VEGETATIVELY STABILIZED.
9. AFTER 5517E STABILIZATION, TEMPORARY MEASURES ARE TO BE REIDVED.
MAINTENANCE PLAN -
1. ALL MEASURES TO BE NsPECiED WEEKLY AND AFI R ANY RAINFALL EVENT AND NEEDED
REPAIRS MADE IMMEDIATELY.
2. SEDIMENT TO BE REMOVED FROM SWAIES WIEN 7HEY ARE APPRO) MAiELY 501 FILLED OR
9DINENT LEVEL IS WiN 1' OF TOP OF DIiCH BANK.
J. SEDIMENT TO BE REMOVED FROM BOW ANY SILT IBM AND INLET PR07EC17ON DEVICES
MIEN IT BECOMES 0.5' DEEP. FENCING AND INLET PR07ECWN TO BE REPAIRED AS NEEDED iO
MAINTAIN A BARRIER.
4. ALL SEEDED AREAS SHALL BE FERiIIZED, MULOIm AND RE -SEEDED AS NECESSARY,
ACCORDING 70 SPEORCA71ONS PROVIDED.
5 coHS7RUCDON ENiRANCE 70 BE MAINTMVED IN 90 A MGIFIER AS TO PREVENT MUD OR
SEDIMBNT FROM LEAVING RE OMMUCiM SITE PIMOOC TOP DRESSING WiN 2-M SiDNE
MAY BE RE=RFD. INSPECT AFTER EAaI RAINFALL AND A#MATELY REMOVE ALL
08EC77ONABLE MATERIALS SPILLED, WASHED, OR iRACKED ONTO PUBLIC ROADWAYS
6. INSPECT SKIMMER SEDIMENT BASINS AT LEAST MEEKKLY AND AFTER EACH 90*7CANT
(ONE-HALF INCH OR 6REAiER) RAINFALL EVflNT AND REPAIR MAMIELY. REMOVE SEDIMENT
AND RESTORE THE BASIN 1017S ORIGNAL DIMENSIONS Mill SEDIMENT ACCUMULATES TV
ONE-HALF 7HE HEIGHT OF THE FIRST BAFFLE PILL THE SKIMMER TO ONE SIDE SO THAT THE
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE
BASIN, NOT JJST AROOD THE 90MAIER OR THE FIRST CELL MAKE SURE VEGETATION
GROwNG IN THE BOTTOM OF THE BASIN DOES NOT HOD DON 7iE 9OIE2 SEDIMENT 70
BE REMOVED FROM SED110T 64 WS WO A MMNIRIM OF 50% OF VOLUME HAS BEEN FILLED.
RUM TO CHART FOR BASIN DEPTHS
7. IF sla we IS aoGY;ED will TRA9M AND iFERE is WATER IN HE BASIN, USUALLY imm ON
THE ROPE MLL MAKE iNE SKIMMER BOB UP AND DOWN AND DISLODGE iFE DEBRIS AND
RESTORE FLOW. IF TWs DOES NOT wXIC PULL THE 9OIER OVER TO THE SIDE OF BASIN
AND REMOVE THE DEM ALSO CIEOO RE ORIFICE INSIDE iW 9=0 TO 9i IF IT IS
CLOGGED. IF SO REMOVE THE DEBRIS
8 REMOVE SEDIMENT FROM BOW BAFFLES ONCE ACCUMLIANON HAS READIED 112 HOOT OF
TiE FIRST BAFFLE REPLACE BAFFLE PROMPRY F iNEY COLLAPSE iM DECOIWOX OR
BECOME IEFFEIDE.
9. REFER 70 NC LOS IEROSIM AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL' FOR
ADDITIONAL MAWiENMICE RE7lflREMEHiS FOR EACH EROSION CONTROL DEVICE
VEGETATIVE PLAN -
1. Permanent vegetation to be established In accordance with
North Carolina Erosion and Sediment Control Planning and
Design Manual', .Section 6.11, latest version. See Sheet EC4.
IWERNOUS SLIIIMARY:
TOTAL WE AREA = 295745 SF (879 AC)
EXS17NO AMVWS TO REMAIN -
BUILDINGS - 3. w SF (O78 AC)
ASPHALT = 9907.7 (a84 AC)
70TAL = 69,791 9' (L60 AC)
PROPOSED IMPERVIOUS - .
PROP. BUILDINGS - 58,450 SF (1.34 AC)
PROP. CONCRETE = 64717 SF (1.39 AC)
TOTAL = 12Z167 SF (Z80 AC)
\ TOTAL 11WERVOUS - 191,958 SF (441 AC) J
OCPAN HIGHWAY CAMP RESORT. INC.
DEED BOOK 141 1 PAGE 437
TRACT A-2°
MAP CABINET 33 PAGE 24
OCEAN H/Orl:4AY CAMP RE5ORY. INC.
DEFD BOOK I d I I PAGE 437
MAY CABIN.`.T 23 PARE 42
51 LF 46' RCP
s = -a39X
IE - 37.0
3 CY CL B TIP RAP
C/L
225' 225'
/4' CONQREiE.
FF EIEVAiiON
COMPACTED SUBGYUDE"
(REVERSE/INVERTED CROWN)
45 FT ROAD SEC77ON B-B
NOT TO SCALE
I ,ATLANTIC TELEPHONE
mrEMBelz5r:1P coRPORAnoN
DEED BCh'7Y. 1979 PAGE 1084
1/AP CABIN:"' 30 PAG
/FORMER TRACT LINE DITCH
(NO DRAINAGE QUALITIES) /
P/1
CA
6' 225' 225'
4' CWOREIE
1 • FT a54 WON. _ O5X MIN• FF ELEYAiiON
COMWAC70 SUBGRADE
(REVERSE/INVERTED CROWN)
45 FT ROAD SEC77ON C-C
NOT TO SCALE
CY..EAN HIGHWAY CAMP RE5ORT, INC.
DEED BOOK 141 1 PAGE 4.37
MAP CABINET 23 PAGE 42
565-14'17`P 0,79'
Ph 4CO.KNER
/i1 I
EYERMY SPILLWAY
SEE DETAIL EC2
SUN3ET BEACH DEVELOPMENT, LLC
DEED BOOK 1656 PAGE 1231
MAP CABINET 29 PAGE I B8
VIER TRACT LINE DITCH
DRAINAGE QUALITIES)
ENCE D4CROACY:MENT'
IN THIS AREA
COMPACTED FILL OR
.......::..:::...
/
GRAVEL, EXTENSION
OF FABRIC AND WRE
INTO THE TRENCH
NOTE:
...........
SEE NARRATIVE
FOR MORE DETAIL.
ISOMETRIC VIEW
FILTER
FILTER
FABRIC
EXTENSION OF
FABRIC
BACKFILL
FABRIC AND WIRE
MINIMUM 8"
INTO THE TRENCH
THICK LAYER
OF GRAVEL
COMPACTED
FILL
8"MINIMUM
8"MINIMUM
V-TRENCH
I�
I fA'✓R? AV 57h,!EN75, L LC
DEW BOOK, 2932 PAGE 240
MAP CABINET 35 PAGE 544
14"MINIMUM
SECTION
ME AREA DLEX W70
S7ANIl IM
AWM E EXCEPiMS
PERIM DRUSWAIES
7 DAiS
NONE
DI7M AND SLOPES
i KH QUALITY ZONES M
7 DAYS
NONE
SLOPES SiEEPER THAN 3:1
7 DAiS
E SLOPES ARE 10 FT OR LESS IN LENGTH
AND ARE ARE NOT STEEPER THAN 21,
14 DAYS ARE ALLOWED
SLOPES 3.1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER IHAN
50 FT IN LENGTH
ALL OBER AREAS WIN SLOPES
14 DAYS
NOW, EXCEPT FOR POWEiER AND
FLATTER MAN 4:1
I HOW ZONES
2 iNIS PLAN 70 BE URM AND RENEWED ONLY N CONAMIM
WiN iIW' WRITiEN NARR471VE, WIOM IS AN INTEGRAL PART OF
TFMS EROSION AND SEDIMENT CONTROL PLAN.
d ALL SLOPES SHALL BE &I OR FLATRR
4: ALL ROOF DRAW 70 BE ATC70 70 STORM DRAINAGE
SY51EY.
5 NO WETLANDS DW ON SIZE
6. BOIANDARY SURVEY PEWDIVED BY TALBOT LAND SLINYEYK PC R
PATRICK C BRISWW LAND SIMVEYK PC
7. TOPOWAFHIC AiD BOLIDARY SURVEY PERFORMED BY POLARIS SI RWW PLLC
VERTICAL DAiLM USED - NAW 88
8 ALL MLAiDW 10 MEET MIA" "T S EORCAWNS
• O
N CENTER
■■ POST
i'o
,eiei oioi eioi air., a
ABOVE
24" BELOW
4"MINIMUM
SECTION
• 11will arail
Practice 6.62
PLANNED EROSION AND SEDIMENT CONTROL PRAC77CES -
CE I. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
Practice 6.06
Shall be installed at the entrances to the project
from an existing roadway. Drainage should be away from
the road and erosion will be controlled with downstream
practices. During wet weather it may be necessary to wash
truck tires at these locations.
2. LAND GRADING
Practice 6.02
Grading should be limited to areas as shown on the
Plans. Cut and fill slopes shall be 3:i or flatter except
where specifically indicated. Care shall be taken during
land grading activities not to damage existing trees that
are Identified as 'to be preserved'.
fi 3. SEDIMENT FENCE
Practice 6.62
Sediment fencing should be installed as shown on the
Plan, to delineate and protect wetlands and specified areas,
and around any temporary stockpile areas as necessary to
prevent any graded interior areas from eroding onto adjacent
lands or roadway, or into inlets, or as directed by Engineer
or New Hanover County Erosion Control personnel.
4. OUTLET STABILIZATION
Practice 6.41
Riprap aprons will be located at the downstream end of
all discharge pipes to prevent scour.
5. CONSTRUCTION ROAD STABILIZA71ON
Practice 6.80
Upon reaching final grade and after utilities have been
Installed, roadway areas are to be stabilized by placing
sub -base course of approved 4" marl stone or 6" ABC, as shown
in the typical street cross-section detail on the Plan, to
reduce erosion and dust during the remainder of building
construction.
6. SEDIMENT BASIN
PRACTICE 6.61
The sediment basin is to be constructed first (see
Construction schedule) and is the primary practice to
Prevent sediment from leaving the site. Detailed design and
Spillway configurations are specified in the detail sheet.
7. SKIMMER
PRACTICE 6.64
A sedimentation basin dewatering control device that withdraws
Water from the basins water surface, thus removing the highest
quality Water for delivery to the uncontrolled environment.
0 8. BAFFLE
PRAC710E 6.65
A porour barrier installed inside a temporary sediment trap,
skimmer basin or sediment basin to reduce the velocityy and
turbulence of water flowing through the measure and to facilitate
the settling of sediment from water before discharge.
Q 9. INLET PR07EC71ON
Practice 6.52
of sit fencing or block and
constructed to help
the storm sewer system.
CANµ 3/3/lb
LEGEND
EXIS77NG BOUNDARY
- - ADJACENT PROPERTY LINES
EXIS77NG EASEMENT
X SIL T FENCE
CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
0 50
SCALE IN FEET.• 10= 50'
100 150
LW*
ICENSE ,' C-27 00
COASTAL
SITE
DESIGN, PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDEN77AZ
P.O. Box 4041
Wilmington, NC 28406
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DATE: 2-15-16
HORZ. SCALE. 1' = 50'
VERT. SCALE N/A
DRAWN BY. RLW
CHECKED BY.• HSR
PROJECT NO.: 15-0341
"r Na EC1 o,EC4
I

LF M' RCPa
JZ51
'°IE-37.0
I
3 CY a B RIP RAP-
I L=7.7�
45.1 FT L=Z9 FT
R=500 FT
R-500 FT
1 BORING B3
ECS RE7ORi DATED 10-16-15
EX GROUND ELEV = 4J0
tz
SINWT DEPTH = 6.0"
SHWT ELEV. = 425
w w
AY BOTTOM =
R=500
TEMPORARY POOL ELEVATION = 41.5
PERMANENT POOL ELEVATION = 40.5 SURFACE AREA 0 ELEV. 41.5 = 21,092 SF
SURFACE AREA 0 ELEY. 40.5 = 15,153 SF STORAGE 0 aEV. 41.5 = id883 CF
.a v a
o .r
1754 FT
- - - - gBORING 82
ECS REPORT DA10 10-16-15
BASIN BOTTOM = 33.9 EX GROUND aEV = 41.3
SHWT DEPTH = 22'
tz
L=7.9 FT
R=5.00 FT
L=80 FT 46.9 FT L=7.9 FT 234.8 FT
R=S \ R=500 FT
I
TOP OF BON EL = 43 FT
i
v � i
20 LF EMERGENCY SPILLWAY
a=425
15 CY a I RNRAP 1FT ECH STORM WA TER WET BASIN 'A'
PUCE NON -*OVEN
GF CE0TECH
FILTER FABRIC UNDER RNRAP 1 " = 20'
SEE DETAIL THIS SHEET
L12 -42
R001
4 - .
- -
a _ 4�12
a u 4l
NOTE
I. TEMPORARY SIOMMER TO BE INSTALLED ON PRIMARY OUTLET STRUCTURE BOX
AND TO REMAIN IN PUCE UNIX SITE IS PERMANENTLY STABIU2ED PER NCDENR/LOS
SEDIMENTADON AND EROSION CONIROL PERMIT. SEE S 11" DETAILS FOR INSTALLADON.
2 GRADE MILL BE 201 ONLY IN FRONT OF OUTLET BOX REMAINING SHELF SHOULD BE
101. PP IS THE CENTER OF THE 1O1 SHELF.
J. RIP RAP 70 BE PLACED AROUND DIE PERMIETER OF OUTLET BOX
4. 4 FT x 4 FT PRECAST CONCRETE BOX OR EQUIVALENT HAND BUILT
5 SKIMMER = ,LO' SKIMMER METH 24' ORIFICE DIAMFIER TOP OF BOX AT
SKIMMER
WSEL = 40.5
SB
Fper t
3' P14; SCREW PLUG a= 420
3' ORIFICE ASSEMBLY 4 3.5 FT WBR
4' EL= 41.5
3' GROSS
a B RIP RAP W/ GEOTIX
SaKT CONNECTION / NONNDwN FILTER FABRIC
70 BE CAPPED ONCE \ (TO SURROUND ENRRE
SKIMER IS REMOVED ONXET STRUCTURE)
12'
12'
3 v__(�
1�
3' CAP 70 REMAIN UNIX SKIMER
IS REMOVED THEN DRILL 25' HOLE IN CAP
POND BOTTOM
ELEY= 319
30 HOPE
ENV = 40.5 OUTLET PIPE
INN= 39.3
2 FT SUMP
FOR CLEANQUT
12' CBNC• :. ' : ' :.
OR GROIIr : ,:
6 BASE a = 358
SECTIONLy�
WET BASIN 'A'
OUTLET STRUCTURE DETAILS
NOT TO SCALE
STORMWATER WE BASIN 'A' OUTFALL 2
FABRICATED GRATE TOP
BARS,
GALVANIZED, OR
EQUIVALENT
NOZES.
I. ALL BUILDING ROOF DRAINS MUST BE DIREC7ED IN70 DI: STORM DRAINAGE COLLECTION
SYSIEM OR INTO THE S7REETIPARKING LOT.
2 PORTABLE PUMP TO BE USED 70 DRAIN POND IN CASE OF EMERGENCY. PUMP TO BE
PLACED ON TOP OF BERM WIH SCREEN ATTACHED TO HOSE INLET AND COVERED WITH STONE
HOSE OUTLET TO DRAIN ACROSS STABLE UPLAND AREA SUFFICIENT TO RESTRAIN EROSION.
J. POND SIDESLOPES TO BE PERMANENTLY VEGETARVflY STABU2ED.
4. BASIN TO BE RECORDED IN A DRAINAGE EASEMENT
42
lk
OUTLET SIRUCIUREI' AN71-SEEP COLLAR/
10 CY a B RIPRAP 1.5 FT DEEP SEE DETAIL TINS SHEET
PUCE NON-IWVEN GE07ECH
RL7ER FABRIC UNDER RPRAP
SEE DETAIL THIS SHEET /
�W�IIII illl��„7.�I►r��all
�_ /����I i111/♦A.�
_ mass
_
S i i N m a s s i m g 38 li gb��ail
a :1
a
THE FOLLOWING SPECIES OF WETLANDS VEGETATION ARE SUITABLE FOR
PLANTING ALONG IHE 10.o-1 VEGETATED SHELF
PLANTS SWIED FOR SHELF MAYS WMNA1ER
- SAGITTABA LANOIFDIJA (BLU TONGUE)
- SAGITTARIA LARFOLIA (DUCE POTATO)
- SAURURUS CERNUUS (UZARDTAIL)
PLANTS SWIM FOR SHELF MAYS ABOVE WAIER
- ASCLEPIAS NNCARNATA (SWAMP MILKKED)
- CAREX OIERA (QUILL SEDGE)
- CHELONE GLABRA (MHIIE IURRDEEAD)
SF OF f01 SHELF UNL1fR W47ER = Z491 SI: 1200 - 17.5 X 50 = 875 PLANTS REQUIRED
875 / 3 = 292 PLANIS OF EACH OF DIE 7HREE USIED ABOVE MUST BE PLANIED
SF OF 10:1 SHELF ABOVE WAIER = 4,689 SF / 200 = 214 X 50 = 1,170 PUNIS REQUIRED
1,170 / 3 = 390 PLANTS OF EACH OF THE THEE LISTED ABOVE MUST BE PLANIED
IF CIE OR MORE OF THE SUGGESIED SPECIES IS UNAVAILABLE, APPROPRAIE
WETLANDS VEGETATON COMMON 70 THE COASTAL NORIH CAROLINA REGION
MAY BE SUBSITIMED. SEE CH 9 OF STAIE S70RMWAIER BAN MANUAL
FOR LIST OF DINER RECOAMIENUED NtILANDS PLAN7S
WETLANDS PLANTINGS
PLANTINGS
20 10 0 20 40 60
SCALE IN FEET: 1'= 20'
01 23 FT TOP OF
EMBANKMENT
20 FT� ELEVATION = 430
ELEV. 5
ON WVN FILTER FABRIC
EMERGENCY SPILL WA Y
FRONT VIEW
NOT TO SCALE
ALL SLOPES
3.1 MAXIMUM
10 FT 15'
FOREBAY VOLUME
OF REQUIRED
40.5 W5a
STORAGE, TYPICAL
= �
RN RAP 1.5m1n. O
3'min. BOTIUM PIPE
OU1.U7
PROTECTION
t� NON WOVEN FXIER FABRIC UNDER RIP RAP AS ON PLANS
(TYPICAL AT ALL STORM OUTFALLS TO POND)
FOREBA Y SECTION DETAIL
NOT TO SCALE
MELDED FABRICATED MA21
RACK W/SQUARE OPENINGS
SQUARE OPENINGS < 6'
4-0'
SEE DETAIL
c THIS SHEET
FOR 1
WASH RACK
6• y 4- 0• F 6.
ORIFICE ASSEMBLY
f 5�- 0' 1 [��l
GRADE PLAN NEW 3' CAP
BOX PLAN VIEW w/ 25' HOLE
WET BASIN 'A'
OUTLET STRUCTURE DETAILSNOT TO SCALE
/
NOTE COLLAR 70 BE POURED AFTER 6'
PIPES ARE PUCE
REINFORCIN
G AS NECESSARY.
55'
s.
MIN
WET BASIN
ANTI -SEEP COLLAR
NOT TO SCALE
M II -.XL!
COLLAR, IE= 398 = 9.................................................
SEE DETAIL
10' 51 ECIEIV E
MDE plt t 2Dt5
10o- 1 SHELF
VARIES 25' 9
BY:
EMBANKMENT SECTION
NOT TO SCALE _j
OLIC7NS,'f27 00
COASTAL
SITE
DESIGN, PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. Box 4041
Wilmington, NC 28406
[phone]
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DATE: 1-15-16
HORZ. SCALE. 1' = 20'
VERT. SCALE: N/A
DRAWN BY. RLW
CHECKED BY: HSR
PROJECT NO.: 15-OJ41
Sheet No. EC20, EC4
i

'Al
LEGEND
---�
EMS77NO B"VARY
- - - - -
TOP OF BERM
-z
CONTOUR LINE L ELEVADCN
PROP DEEP POOLS
r r
PROP SHALLOW WATER
©
PROP SHALLOW LAND
7 PAVEMENT
"T 2
TOUOUOEM EL =42.OFT
t1
EXISTING BUILDING
INSTALL 14 IF OF 12' HOPE NOS N-12,01I EQUAL
E 40.5
2 CY a B
i
L 7 00 FT
7.
i -' Y 158 4 i
�42 - BOTTOM = 38 FT
r{
_ r r
i 4210-8 i`SHALLOW r r r r
-
L=SB FT - / ��5 4 FT EL = 40 FT - r
r r r
R=4.00 FT FT-
Itz
rir-STORMWATER WETLANDS BASIN 'A'' r �,
r r TOTAL DACE AREA 0 41.0 FT - ,I158 SF-� r r
r r am' P.. EL - 40.0 FT r r r r
L=20.6 FT r r DEEP
R=14.00 Fr i5B WA J 15eH (OUTLET) DEEP
FOREBA
/159 �F�
r B077 395F r TIOM =
41
L=1.6 FT /
42 R=1.0000 FT /
AND -SEEP COLLEAR
-
421 LF - 30'
1. ALL BUM ROOF DRAINS MUST BE DIRECTED INTO THE STORM STORM WA TER WETLANDS 'B'
IE
DRAINAGE COLLECDON SYSTEM
2 PORTABLE PUMP TO BE USED TO DRAM POND IN CASE OF EIVGFNCY. PUMP TO BE 1" = 20'
PLACED ON TOP OF BEN W7H SREE/ ATTACHED TO HOSE INLET AND COWRRED NITI SIOME
HOSE OUTLET 70 DRAIN ACROSS STARE UPLAND AREA SUFFICIENT 70 RESTRAIN EROSION.
,I BASH SIDESLOPES 70 BE STABILIZED AND PERMANENTLY VEGETATED.
4. BASIN 70 BE RECORDED IN A DRAINAGE EASEMENT
NELDED FABRICATED TRASH
RACK W/SQUARE W aMNGS
SQUARE OPENINGS < 6'
4-0'
SEE DUAL
o INS SHEET
i FOR
TRASH RAC(
6• 4- 0• I B• 30' DRIFTS ASSEMBLY
r 5- 0' a ,ILO' CAP NIIH 0.75' HOLE
0 LC
GRATE PLAN VIEW M
Box PLAN VIEW
WETLANDS BASIN 'B'
OUTLET STRUCTURE DETAILS
NOT TO SCALE
NOTE COLLAR TO BE POURED AFTER
PIPES ARE IN PUCE
RETI'ORCING AS NECESSARY.
s.
N
1.5'
MIN
WETLANDS 'B'
ANTI -SEEP COLLAR
l NOT TO SCALE
OUTLET SIRUCTURE _ -
10 CY a B RFRAP 1.5 FT DEVI
PLACE NONNOK10 CE07ECH FLIER
FABRIC UNDER RIPRAP
SHE DETAIL THIS SHEET
20 10 0 20 40 60
SCALE IN FEET. 1"- 20'
NOTES,
L TELIPORARY SKIMMER TO BE INSTALLED ON PRIMARY OUTLET S7RUCRIRE BOX
AND TO REMAIN IN PLACE UNTIL SITE IS PERMAMW7Y STABILIZED PER ER/LOS
SMMENTA77ON AND EROSION CONTROL PERMIT. SEE SKIMMER DETALE FORNCDINSNKLOASI N.
2 GRADE WILL BE 20.1 ONLY IN FRONT OF OUTLET BOX RE AWWO SHELF SHOULD RE
3:1. PP IS THE BOTTOM OF STORMWA7ER WETLANDS.
3. RIP RAP TO BE PLACED AROUND THE PERIMETER OF OUTLET BOX
4. 4 FT x 4 FT PRECAST CONCRETE BOX OR EQUIVALENT HAND BUILT
5. SKIMMER = 40 SKIMMER NM 1.0' OI7CE DIAMETER
3' PVC SCREW PLUG EL- 41.0 FAMWATED GR
J' ORR7CE ASSE SLY
3' CROSS
SKLMMER Comm 1
SRIMMER TO BE CAPPED ONCE
SKIAMER S REMOVED\
115a = 40.0 \
c� � IIIIII
12
.SB -
12-
1
3' CAP TO REMAIN I NTL SKNNMERI
IS REMOVID T#N DRILL 0.75' HOLE IN CAP
POI) BOTTOM
ELEV- 28
a B RIP RAP W
NONNOVEN FILER
(70 SURROUND E
OUTLET SNW71
15 RCP
OUTLET PPE
NV = 4a0 MIL 317
2 FT SUMP
FOR CIEANOUT
12
6 BASE U = 35.2
SECTION NEW
WETLANDS BASIN 'B'
OUTLET STRUCTURE DETAILS
NOT TO SCALE
WIN
15 LF 15- RCP NV EL = 380
FES W/ 5 CY a I RI'RW
1.0' HOLE DRILLED IN CAP
P.AELNEI!
DNE FOLLOWNC SPE(,YES OF KILANDS WGETAIION ARE SUITABLE FOR
PLANTING NITIN DIE PROPOSED STORMWATER AFRMADS
PLANTS SUITED FOR SHALLOW WATER
- SAGITTARM LANCIFOLIA (BULL TONGUE)
- SAGITTARM LAIFWA (DUCK POTATO)
- SAURLIRUS WNW (UZARDTA6.)
PLANTS SUITED FOR SHALLOW LAND
- ASCIEPIAS MCARNATA (SWAMP MLKNEFD)
- CAREX BRA (QUILL SEDGE)
- CILEONE GLABRA (MITE IURXEHEAO)
PLANTS SUITED FOR DEEP POOLS (NOT TO OBSTRUCT OUTLET)
FLOADNG AMA7IC PLANTS SUBMERGED AQUATIC PLANTS
- LENA SPP. (D1XIL NEED) - ELEOMARIS AaCYAARS (NEEDLE SPI(ERUSH)
- AELLIBO UWA (AIIRICAN LOW) - ELEOCMAMS WADRAWI ATA (SQUARESTEM SPI(M18H)
- NUPHAR LUIEA (RM MIN PM-UL)7 - ELOOEA CANADENSS (CANADIAN WAIERNFID)
- MOM LUIEA ()ELLOW POD- * - ELOOEA NUTTALLI (NESIERN WATU NEED)
70 PROMOTE 810-DIWYSITY M DEEP POOLS CHOOSE MANY DIFFERENT SPECIES OF EMERGENT SPEC
NO MORE THAN 30x OF A SINGLE SPECIES
SF OF SHALLOW WATER = 1,263 SF / 200 = 6 X 50 = MO PLANTS REQUIRED
300 / 3 = 100 PLANTS OF EACH OF DIE THREE LISTED ABOVE MUST BE PLANTED
SF OF SHALLOW LAND = 1,263 SF / 200 = 6 X 50 = 300 PLANTS REQUIRED
3DO / 3 = 5113 PLANTS OF EACH OF THE 7HREE LISTED ABOVE MUST BE PLAN7ED
F ONE OR MORE OF THE XMIED SPECIES IS UNAVALABL& APPROPRIATE
K ANDS VEGETA71ON COMMON TO THE COASTAL NORTH CAROLINA REGION
MAY BE SUBSTNIED. SEE TABLE 9.1 OF C HPIR 9 OF STATE STORMWAIER SUP MANUAL
FOR LIST OF 01HER RECOMMENDED K ANINS PLANTS
REOD SIORMWATER NETLAND FEATURES
TOTAL *-VMS SURFACE AREA PROVIDED = 3,158 SF
DEEP POOL (FOREBAY, 18-36- DEEP)
= 10% OF PROVIDED SURFACE AREA
=0.10x3,158SF
= J16 SF (2 FOREBAYS 0 156 SF)
SHALLOW WATER (3-6' BELOW PPE EL)
- 40Z OF PROVIDED SURFACE AREA
=0.40x3,158SF
= 1,263 SF
SHALLOW LAND (PPE EL)
= 30-40X OF PROVIDED SURFACE AREA
=a40x$i58SF
= 947 - 1,263 SF
DEEP POOL (18-367
= 5x OF P'ROWDED SURFACE AREA
=ao5x3,158SF
- 158 SF
DEEP POOL (OUTLET) (18-36)
= 5% OF PROVIDED SURFACE AREA
=0.05x4158SF
- 158 7
23 FT TOP OF
E11"10"T
ELEVATON = 420
ANON WOVEN FILTER FABRIC
EMERGENCY SPILL WA Y
FRONT VIEW
NOT TO SCALE
.10
EMBANKMENT TOP- 420 (SETDED), - 4225 (CONSTRUCTED)
i EMERGEIVCY SPILLWAY = 41.5 �lQ� AND -SEEP
�q STATE S70RAGE TOP OF GRATES = 41.0 D '� COLLAR
f �i
C PPE = 40.0 SEE DETAIL
15 IF I • RCP 1E(6Un = 386
SEDNIENT CLEANOUT
�j� A BOTTOM EL= 380 A IE= 387 AND -SEEP COLLAR, BO EL= 37.0
A -DEEP POOL BOTTOM = 380 //�� �� / BOTTOM SNM STRUCTURE EL= 35.2
B -SHALLOW WATER = 39.5///����/ \/
C -SHALLOW LAND = E C E ■VY
D -REM = 41. POOL ELEV = 41.0 M N
TYPICAL BASIN CROSS SECTION MAR ° 1 2016
NOT TO SCALE BY:
OICSVSF�fC-2k710
COASTAL
SITE
DESIGN,PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. Box 4041
W1Imington, NC 28406
[phone]
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DA TE: 2-15-16
HORZ. SCALE., 1' = 20'
VERT. SCALE: N/A
DRAWN BY: RLW
CHECKED BY.• HSR
PROJECT NO.: 15-0341
Short No. EC3o,EC4

Pest Peat,
L
Construction Road Stabilization = -
Spedficatkn 16.80 - Construction Spsdowbons
Permanent Seeding
Sped&adm 16.11 - Specifications
1. pear roamed and poking arson of d�1iegeta0on, roots and other `
= It ,
Seemed Raquhmenb
I.
objectionable matrld .::`
Establishment of vegetation should not be attempted on ages that are unsuitable
2 Ensure that road construction fafowe'Ms nabad contauro of the terrain it
due to inappropriate so! taboo (Table &11a) poor dahgg% concentrated
it is Passive,
overland low, a deepness of saps unfr measures have been taken to correct
1 Locate parking are= onnaturdly sat area If May are: aw/able., Keep
Mross ATNW a
Wades sufficient for drainage but gnwdy not man than 2 to 3X
To maintain a good stand of wgetubla% the well must moat crtah minimum
4. Provide surface &dnag% and dvprt expose nmff to stable arose by using
I
mgdwonb as a Worth medum. The a deft eel she* how these a tofa
orator bare ortwraub (Refrencax lhnoff ControlUsoadde)
a Keep cuts and Ills at 2 ior Barter far s*ty and stability and to:
- Enough fins-grabod (sit and day) material to maintain adequate
faditate establishment of.wgetdtkn aid mainform
moisture all nublent apply (amiable water agodty al at lead .05
& Spread a 6-Inch emu of `ABC" aruahed atone wmdIr over Me OA WO of
inches water to I inch of sal).
the rood and smooth to amid depissobns
- SLRkdent pars space to Permit rot posimibn.
7. Mare seepage aroos or sessaady wo(arem must be .crossed, bald
I
- Sufficient depth of sal to provide an adoWde root mho. The depth to rock
subasfoce drabs or geotable fabrk"Oath before pinging the crashed stone
orinporms le laps such as ha4xns should be 12 inches ormare, except on
(Practice 6.81, Subs ofae Drab)
shapes ateepr than 21 where the addibn of sal is not feasible.
& Vegetated roadside dkbes at& &k and other disturbed areas or
I- A favorable PH range for plant Worth, usually
otherwise oppropdatelystablze as, soan;os grading is complete (Rbfirences:
- Freedom from large roots, kanohe% stone% large dodo of earth, a hah of
Surface Stabilization).
any kind pods and stones may be left on dam steeper Man 1, I M they are
9. Provide appropriate sediment control measures to Prevent of-ene
to be h)*vwodsd.
sedimentation. -
i. If any of Me above criteria we of met -La, If the sdstbg sal le to
.
course, dens% dxkVow a ad* to faster vegetation-specid amnmdnents are
Maintenance
reabed The sal conditioners desa6ed below may be beoBdd or,
Inspect construction roods and pdkbg am periodically for conalBan of
I
t prehroW) topsoi may be applied h accordance will Practice 6.04, TwW4
surface Topmess with new Waved a needed : Check road ditdw and other
Sol Conditions"!dinro
seeded areas for erosion and wertodon-aftr nuwff-producing raps
In order to improve the structure or drainage chsrotarklas of a sari, Me
Maintain al vegetation Ina hedM),',Ngorous oaodtWL Sediment -producing
flowing material may be added ihsae amendments Should any be necessary
areas should be treated bmedbid)(
whore soh have limitations that make them poor for pint Worth or for fine
turf establishment (gee Chapter d Vegetathe CanafdrwMaw)
. Peet- e t are ephaguwn more h mane nwkoidw Peet
&=ma Groyd Gonstnictan 14 xit
C E *scifantion 16.06 -Gam
i .
1. pear the entrance and &* pea of al vegtion, etaroots and other
objectionable mould and Pmpsly, grade. It .
2 Place Moe Waved to Me spedlIc Wade phd dfnensbna shown an the plans and
smooth It .
1 Provide drainage to carry water ti a sgdimont by orother suitable outlet
4. Use geotextfe fabrics because they inpruw stability of the foundationIn
subject to seepage r water table' wtable '
Maintenance11 .
Maintain the: Wand pad to a condttio to prevent mud or sediment /ram kaving
the construction site. This may mquYe pptocic topdesehg with 2-inch ;tuna
After each rainfall, inspect any structure used to trap. sediment and dean It
out as necessary. Immediately removed objectionable materids spilled
washed or hacked onto public roodseye
or peat hu mro all bum Asalo-water sources Peat doodd be shredded and
conditioned In storage pie for at loot 6 months after excombaL
Sand -dean and froe of took: materials
Vermialit-hortlndtuml Fode and free of to* sabst000m
1.
Rotted mauoe-stable or cattle manure not containing undue amounts of straw or
other bedding materials
Dnamuody rotted sawdust- free of stones and debris Add 6 leis 0l nitrogen to
endn Cubic pd
Sludge-Tmoted sewage and ind sM sludges are avdable in various faros•
these should be used only In accordance with boat State and Federal
mguldions.
*ciw Selection
Use the key to permanent Seeding liktow (Table 6.11b) to select the most
y appropriate seeding mbkhn based on the gwwd site and maintenance factors.
A listing of specAn Inducing scPontNlc names and chaactereft Is given
In Appendix &02.
Seemed Proparatkn
halal necessary mode" erosiarn and n* mta&v control p+odo" before
seodag, and complete Wading occmft to Me approved plan.
•
Lkne and hrtlher needs snood be ddrmhed by sal tests Sal testing is
prfommed bee of charge by the North Cardba Department of Agrknhne sal
Temporary Seeding
testing laboratory Dirvadx a, sample crton4 and information sheste re
SPecibotim 16.10 - SpedAioHma
awnlatWe through county agrkdturd extension offices r from NCDA Because
the MDA ad testing lab raWkso 1-6 weeks for am* tum-around sampling
Complete Waft before preparing seod" and betel tit necessary ardor
must be Pinned wall in advance of find Wading Testing is also done by
control practices, suds =dike% waterways and amiss - Ykoluke steep sofa ` -
commando laboratories.
because they make seemed prwporatbn dfBadt and increase Me aroakn hazard
Then sal tad are of awiaWa /tier rotes suggested on the khdvidhal
If sofa became compacted doing Wading, loom than to a depth of 6-8 inches
spodkoflan sheet for then weeding mbk dimen (Tables 6.11c through 6.11v).
using a row, harrow, or ddsd, pkw ,
Appikabons rates usudy fd Into the fdowhg ranges:
,. X-1.
- Qnwd agricultural limestone
Seemed Prapration_
LTght-textured, sandy acts 1-1 1/1 tone/pas
Good seemed propoofAn is eeseeHd t. rhcueee u plant establishment A god
Hsan' textured da)ey sole 2-3 taus/gem
soodbw is vest-pulatzed loose end u dfam.. WMm hyoose y methods are
- FrG1zr:
,
used the srkce may ins 14!o.0 a mynf hmgvda• rsh{gq of logo dodo and
-
blaaes,✓m0-1200 b/aas of 10-io-lo (r the *Whdnt)
atones1.
pose -legume mid we WO-1200 b/acre of 5-10-10 (r be sgkindent)
timing - APP1Y >sse a 9 to sal test rremwmandatipr>R ,, ff tint PH (addty)
Apply Ilene and fntlhr swny and Incorporate into Ms tap 4-6 ihdoe of sal
of the pal is of boon,an eppUpotia{ of WpMM ogt Ard anatms at Me
by dlekkhg a other suitable means OpeoG machinery n Ill opntour. Mhen
rate of i to 1 1/2, tang/paw on-ax nspmfolttu►td pole,Red ,l-3 tpN r! i
using a hydroeesder, gply Mane and hrbBnr to a rough, base surface.
, I
lintta&od aok le mudy sdltdnt ,",Jzinsstmsp woIr and
Roughen surkees accadbg to Practice &9 Solace Raughaft
hcoryaots Into be tap 4� Ihohep of ed. Sack wit a plc al 6 r M!>!M!
Complete no" pWatkn by big cup ►a1N dodo ad rddng into a
need not be lined .; c , -- -: ,:.
smooth, uniform arks (gips lees than 1,1) If in r Ism! depressions than
FertMzer- Bore womid o rater Lost, sal glob,, Winn Mots -err not pw!Et6
can collect water. 9oodcost weed Into a freshly botrved seemed that has not
apply a 10-i0-10 Wade frNI:K at 7QQ+d900 6./gas.. Both fwtbor and
been Routed by rabfdL
lime should be Incorporated Into ,Me top 4-4;i,dw of soli. M a hydrark
seeder is used do not antra seed and f4rdNNdr:mae JO.mhutp bekro
Table &Ills -Seeding No. 4CP for
,Man
aplkatba , -
Wd-Draped Sandy loam; to Dry Sand; Caoetd Plain; Low to Modlm-Cre Lawns
Surface roughening- if recent flags Cpeotkns have resulted in a loon I
Seeding mixot
Spectra- Centlpedegoes - Rate - 10-20 b/gas (weed) or bu/bare (sprigs)
sofas% additional rou0ming may not be requlmd exceptrp , to brook large .
Seedbg dates - Mar. - Jn% (5txigging can be dew tirwilh tidy whom water is
dads U ralnfd cases Me solos to become sealed or meted looexv it
balable for irlgation.)
Just prior to seeding. by disking, evftg herrawle , art oMr. oodid MOM
Groom r hdrow dopes steeper than 11 n Me oantar bekrs seMiq..(RoUo
Sal anndnenb ti Apply Ilene and /rfilrer occarding to sal test r apply 300
6.9 Surkee Rougw*4.
' °-
b/ocro f0 f0-1Q
Sprigging - Plant sprigs b furrows with a tractor -aim trmaplmtr, r
Plant Sdoctbro , . , - - ;'-
broadest by hand
Select an approprbte Specks r Specks mixture ion Tubb 6,IO% for $"V
Farrows Should be 4-6 hdroe deep and 2ft art Plea sprigs about 2 it. apart
In late winter and saty spring T&k &tl6 frianmr, and°Table &l0C for
h the raw will on end at r cave Wood level (Rgure &11d}
I .., ,,.';:. r a v. - ..-.,. ? ...,m .,,.,
- doodoast at rates dam above, and press aprlge into Ma tab 1 1/2 inches of
a cat set straight so that Sprigs ors of brought book toad Me
E Y QoNY seed aging a eydaht seeder (4rpodomt) did adfbader +ads►, _,_
Mndn - Do of rtwddn
r hriaesdr. Use eer6!g robs.;ghuq AT: jades &10a-61Pr ."k►naQpart: gs'hg- I . ,
Maintenance - Fertilize may' spangly- 20 b/aae nWWm h sprig with o
and hyromobg re cppraprbte for SN W efvald SPIPMent eawatabe
phosphorus Centi➢edegass cannot taNrote Nigh pH or eacw frtlrnr
driven. Hand brookoo ng is�nof'rwconwnnended bocanse:of Me ci b#Vh
Maintenance
achieving a unNorm' dbbbuHon."Smd'gabrafwdd be planted no mom tin 1
Table 6.11t - Seeding No. 5CP for Web -Draped Sandy Loans to Dry Sands• Low
inch deep, and Wasses and Isprossnot mkt test 1/2 bdL Broadcast sold must
Seeding mixture
be cowed by raring r dab dn' g all then 11,06 Mmed wile o roger r `
Spades Rate (b/ocre)
coltpodker. Hydnsesded'mbdow should include a wood Aber (colulowe) mulch.
Panaoola BahbWoss 50
Saken legbedeza 30
Mulching
Common BrmudaWass 10
The use of appropriate much rah help ansurCostaMhhmmt:older normal' ' -
German millet to
candtkns and Is aweenHd to atedng succma`under hanir:sits conAl n`
Seeding meter
-
mrotke 6.14, Mdchkng). Harsh site cordtlone%iw/kade
1. Where a neat appeonce is denied kmit sakes
-weeding in fd for winter cow (wod Aber m ldwe are not considered- -
2 Use common Brmutogses only on isolated cites where it carrot became a past
adequate for thin use)1.
Bamudograes may be replaced with 5 b/oae centpodgroes
-doper stow Man`11 . -
-excessivWy hot a dy reatlhr °.
Seeding dates -Apr 1 - sly 15
-adverse sals(Aba", rodX r high b day rand) and
Sal amendments - Apply line and frtthr according to sal testa or apply
-areas receiving cahcelntroted Bow.: .
3Ob0 6/gore grasM agtcutuM linmtao and 500 b/saw fo-10-10 fertllzer
If the area to be mudhd is subjec(to cmcpnfmted waterllow, a in dwnel%
Mulch
mdhr mulch WM rtttig Patti t &14'lfaldakg): ,
Apply, 4,000 b/gem grow *brow orequhdent cover of another suitable mudch.
Anchor by tockhg will asphalt rwAV and rotting or by abol with a nnddh
anchoring tod. A disk with bbdss set redly **t cm be used as a mulch
._ -- .-.- . -..-.. _ ..
anchoring too
PUBLIC ROAD
Maintenance - ReferMbw the following Apr. with 50 b/oae nitrogen. Repeat
;:
m, Worth requkws 10 be moved only sae a year. IWwe a neat appearance is
deeiwd omit sakes ad now as often as needed
Table 6.11v - Seeding No. 7LP for pose -lined pwwolr Coastal Plain
S
Seeding Mixture
r .
Species - Comman BanwudaWass -Rate - 40 &1 (1/2 b/t0o0 ft )
Seeding dates - Consist Pbh: Mr - Ady
c; t '
Sal amendnenta - Apply /ko and fe hw occadhg to sal test% r WPIY
6° MINIMUM G r
d000 blame ground wbohlyd limestaro and 500 b/ago 10-fo-10 frtNhr.
THICKNESS
'"„ - F
Match -Use %ant% excetelor matting a other sffecthe chard fining material
: a °
2"-3" COARSE 'inor
` r z , � - .3 a+,Vw'k.
to cover Me bottom o dhanmels and dtdes the should extend drove Me
9
AGGREGATE "_, , ,t I1;1 ,.r '
highest cdcolatd depb of bow. 0a chard side akyap a6owe this heiglht and
li. a ❑AVFG`CONSiRUCTION' :
'X)..+.
to 0obogn not reP4h9 temporary fink" apply v000 b/acre Web straw
x , J Ct
NOTE: SEE NARRATIVE E EYTRANCE, "WIDTH
and anchor stank by **ft otfi g ow Me tap.
FOR MORE DETAIL T2M'INIMf1M I -;., I RaIgUIRED ,. " '
: L Y f.
o and. d000elj�^ whorld_ s must be closed to wool dam s4m where they can
'gin
. -
,1L,
,
war vGhw d_••_^
Maintenance -A minknm of 3 seals Is rsquied kr establishment Inspect all
MPO R Y -�/ ll A&#
-`i.^N0
TE11
,, , � ve1-
copal much bequently RefrNlze the fpNowig Apr will 50 b/saw
ENTRANCE/EXIT DETAIL
Refer to Appendix &12 for botanical names
P:acticn 6 OB 3-
1 2
'
•+:, .WITS !;;,;,-
.. ,' _ ..
... •;:' .
Land Gradin
*adfiwtkn 16.02 - Construction SpedBcatim
i.Canabuct and maintain all eroekn and sedWantatkn control practices and
measures in accordance with Me approved nAwtafbn oontrd plan and
construction srhedda
ZReove good topeoll from areas to be graded and NM4 and preserve it for
use in ftJW* Me grading of of cdticd an =
1ScarKy area to be tapsaled to a mhimm dWM of 2 inches before placing
topeal (Prattles 6.04, Topsofi j} `
4.Ger and grub ones to be fled to remove ha vegetation, roofs, or other
objectionable material that m W affect this planed dobdty of the K
S.EnAn Mat H material b Bee of inch, n@b* rock% leg% stumps,
buldimg dabrq, and other materials 11%Wgpdate for wwhcdV stable
file .
6.Ploe d Ill In W)as apt to exceed 9 before in Mkbo wp all oanpact Me
larks as rogdrod to reduce rwfay sthpam settlement or other related
Problems
7.Do of Incorporate frozen matarld or soft mucky, or h1WMy owpresebls
mdww into AM slopes,.
&Do of place Al on a hone faundatbm due to possible aduida w and
djopage.
9.Keep alvwrabns and other water conveyance measures free of sediment doing
d phones of development,
1O.Hm* segos or sprigs rmconted drhg construction in accordance with
approved methods (Practice 6.81, SLbsrfocs Drain)
11.Permmen9y, stabilized Waded rem kmnedately after And grading is
completed on each area in the Wading plan. Apply temporary stabilization
measures on all Wodsd arom ohm each Is to be Interrupted or dsbrnd for 30
Baking Garr or larger.
12Dian Mat topsol stoekpls% borrow rep% and spot am are adequately
protected tom erosion will temporary and Banal stablratiov mansion Incoc"
sodknent fencig and temporary seeding as necessary.
Mmtnance
Periadicdy deck at graded uses and Me supporting aroebn and sednentaft
control pmcticeev especially after hoary rdifols- Promptly remove d
sediment Awn diversions and other water -deposal proofices H washouts or
breaks occur, repair Men lmmediatdy Ranpt maintenance of small eroded am
before they become aig it cant gully Is an essential part of an effective
erosion and sedimentation control plan.
T==y Seeding (continued)
Table 6.10a - Temporary Seating Recsmmenalaft for Late Whtr and Ealy, Sprig
Seeding mixture .
Species- Rys(Fda Auud lespedem (Kobe In Piedmont and Coastal Plop
Rate (6/acre)- 120
Omit annual lesoedezo whoa; d:ratiao of temporary over Is not to extend bephd
tine ; .
Sewing dates-Comtd Plain- Dee 1 Apr. I&
Sd amandwormto- Flow reconuossnaoMaru of sal testa or applyZ000 6/acre
grand agiadturd liestone and 750 6/oar 10-10-10 frffhw.
Mulch -Apply 40006/acre straw. Anchor ohm by bodfig with asphalt netting
or a mulch mdmorbg tod. A disk with bodes sal mealy straight can be used
as a mulch anchoring tod.
"team - RekrNize M Worth is not holy adequate Reseed re"I e
and much Immediately kBowing erosion or other damage.
Table &10b - Temporary Seeding Reco mendatlons for Summer
Seeding mixture
soacb -Garman mDet
Rate(6loge- 40
Seeding dates-Costd Pleb- Apr. 15-Aug 15
Sal amendments -Fallow recommendations; of sol testa or q*y 2000 6/acre
Wood agkwlturd limestone all 750 6/owe to-fo-lo frfiber.
Mulch -Apply 4,000 b/acre stow: Anchor storor by tooling with asphalt netting
or a much anderbg tad A diik with blades sal nerdy straight can be used
as a mulch andaft tod
MobtenaarRefrtke M Worth Is not My ads*xsk Reseed Warlike
and mulch immediately fxlorig scab or other damaga
Tdble 6.10c - Temporary Seeding RecommndaHon for Fd
Seeding mixture
Soeces-RYa(godh)
Rate(b/aaw) - 120
Seeding data - Coastal Plain and Piedmont -Aug 15 - Dec. 30
Sol anandne nts - Fdow Sol tests or apply ZODO b./ern Wound aWkdturd
/hustow and 1,000 6/acm 10-10-10 hrMr.
Much- Apply 4,000 6/sae straw. Anchor ohm by tacking with asphalt
noting, or a mulch anchoring tad A disc with binder sal nearly straight can
be used as a much anchoring tool.
Mdntanorhce- Repair and refstrae damaged am kmnodotely Tapeless with 50
fib/acre of nitrogen h Mandan, M R Is necessary to extend temporary own
beyond doe /5 overwed with 50 6/acre Kobe (Pbdnot and Coastal Ptah)
VOutlet Stabilization Structure
SpociBcaMan 16.41 - Caebofbn Sysd cacti ns
1. Ensre that the s+bgok for the Alter and rj W hblows Me regaled Ines
and grades shown in Ms pin. Compact any 9 reowd In be subgrads to
Me density of the surrounding undisturbed material, Low rem in the
subgrods on undisturbed sinl may deg be Nod by inaeming the rjrgb
Mkkners
2 The rtaop and VmW Bmust
t conform to the apecised Wading limb
shown an the Plena.
1 Filter doth, when used must most design raWkwoots and be properly
protected from pun hbg or teahg tiding hstalabboL Real my damage by
removing the nbrep and placing another piece of Mr doM over the
damaged am. AN connecting johb sand am* a minbusn of 1 1t If
Me damage Is extend* replace the entire Ntr doth.
4. ROw may be placed by equfornent but take care to avoid dmroging Me
star:
a Rhe minkn m Mkdmess of the Apra s ould be 1.5 tires the maxhwm alone
donator.
& Rlpra maybe Ned strops raughh quarry storw It should be had mgdar,
higMy wsoMwraitmt and wd Waded
& Construct Me was an ram gale with no overfW at Me and Make Me tap
of be IOV at Me downstream and level with Me recsviit rep or &Vdy
below it
& Ensuw Mot Me apron to properly dlgad rM Me rw&WV stream and
preNmbly straight throughout its kwgdo. If a are Is sealed to Rt sits
candtion% place it in the upper section of Me apron.
9. Mmedatelafter construe tin% atablze d etbbrbsd area will action
Y �
(Practice &ice Temporary Seeft and 6.11, Pemmamt Saedhg).
Maintenance
inspect 4wW outlet structures after heavy robs to ace M any erosion wound
or below the rjrap b= token place or if atones haw been cisodged
Immediately make al needed repala to prevent fiother damage.
SD
Seditwt Fence of Fence)
SpedRca6m &sz - cawtructiah SpeclRoatiana
MAIRIALS
LOW a ermMetie fltr fabric or a pervious shed of pdyprap)kn% n)k& '
pdyos* or pdyA*m )on, which Is cariblied by ft monulachsar, or
sapplar ae canfxmbg to the ns*oments dawn Is Tdk &A S)ntbetic
Nor kbic should contain dina"t my bhbita; and stabibre-to
provide a minimum of months of spected walls oaabuctlan'1e of a
tenperahrs range of 0 to 120 F.
2Eoare that Pasta for sediment lances now 1.33 6/lhw ft died wf h o n*A?= kargth
of 4 it Make an Mat sled pool haw pmpcb to *Ad* fwbhllg the kbrie
Vr rebf rcemssf of doodrd wiregM Ater f d; ass vie fins oiM a
minham 14 gage ad a maximum mesh spacing of 6 ladies
Tonle &62b
Spa llboba s For Sediment Few Fabric
Phyekd Property R"droments
Fifarig Ef ldn" - sex (man)
Teak Strength of Standard Strength- 30 6/tb in (min)
Extra Strength- 50 b/ib In (mm)
skury Flow Rate 0.3 gd/sq R/mb (min)
CONSTRUCTION
I.Caotruct the sediment boner of standard sbwngth or aft ahanpth
aynthetk After folbe
2Ems re that the height of Me sediment loom does not eaceed 18 Inches above
Me Wand surface (Higher fences may i pound volumes of water sufBdent to
cause lanes of the structure.)
. 1Candruct the Mr fabric bon a contidara rag cut to the Ass o/ tho
barter to a" )ants Whop )abte re nww=X wanly f=bn the Mr
11 doll any at a appal post with overlap to the row Pat
4&Awt standard stregM fiber hebrk by win meek fostered Woolly to die
up slope aide of Me posts wing heavy duty wie dopier at lad 1 inch beg,
or tie wives Extend Me wine mesh support to Me W6bottom of Me Iroads.
&m a wive mesh sWDrt forge is used apace pats a-mrdwm of ft apart.
Support pasta smuW be dfian securely Into be Wound to a mifiwm of 18
bales
. &Extra atrngM 8tr fabric will 6ft pant Spacing does not Mph robs mesh
auppat forgo, Staple or wire More /Ater kbrk directly to pasta
7Laxr ate a trends approximately 4 Inches able and 8 Indoor dap dng be
"and tine of posts and upshope tom be brrkr (Bgde &tile)~
IlBaddM the trance with compacted sal or Wool Placed ow the Ntor
fabrk
9.Do not attach Star fabric to misting trees
Mabb dance
Inspect sediment from at host was a week and after each mbfal. Make any
rewprod repaks b "Doman
Shedd the f * of a sediment lone cd4m tear, decompose or become
heHwbm replace ItpromptlyReplace burlap every 60 days
Remove sediment deposits as necessary to provide adequate stomp vokme for the
next rah and to reduce Per on the free. Talc care to amid usdamiav
the Ante doing deanart
Remove d foreleg materlab and unstable sod oont deposits and brig the area
to Wade and dabire it after the eontrbutby drainage rep has been XcImly
atablked
mtk b 6.64.7 - Construction Specifications
MM
1. pear si�go
and m by ss t M d
ism ee arwaa�en,�aolowr -
2 Sma�p�to� compact o�r ffti current
1 p M- tW' VAW0 aMt`a� or
e 4- 40 a
K
m h
r
�it y o* � r aReVI�mt
a
S Assemble the skimmer futbrbg Me maafackoonss binastruchan4 r m designed
6. Lbr{ � ��s�r LJCr used
7. Earthep saMrovs-Instil the solwav in ehdlebrrbed sal to the arsatest
& o the upyerinrM Podadown �
& d o tkaee the o h
Solway imneaddy after conabuction(Refrences Sarfaee Sttathl m
of
1R Ae ova }he sediment-oradracho a have been mytMgoo Need with
aTo adjabinggM an =1 vied d a6bls sprope y e Solloce,
Sidbilzation
�tfgyve
t boahe t low really and after each RsghBk=t
aerie a o/ �n� ° tan dde
the ssk�imeon g an of ar tar can
N, an If it Is dogg4 if so romove Z OVK
If Me okbcwner am r twN poo to s tar 6� can be romoted and
arm ad djCd finer
aV/�al
W
nd seas �t
X
F�weathr can rmdt h lee km* in the bash. Some VoW
plecag 14 be taken In the winter to prevent the sdrmer ban
SEDIMENT BASIN
SUMMARY:
MIN. TRAP
VOL. = 1,800 CF/ACRE DISTURBED
AREA (10 YEAR
STORM) Q =
(0.3)(9.7)(A) A=
DRAINAGE AREA
(SEDIMENT
MUST BE REMOVED
AT MINIMUM TWICE A YEAR)
to YR
SEDIMENT
DRAINAGE
DISTURBED
MINIMUM BASIN
VOLUME
FLOW MIN.
SURFACE SURFACE AREA
BASIN
AREA (ACRES)
AREA (ACRES)
VOLUME (CF)
PROVIDED (CF)
(CFS) AREA
(SF) PROVIDED (SF)
A`
4.51
4.14
7,452
20,288
13.1
5,706 16,403
B
1.12
0.27
486
2,734
3.25
1.416 3,158
2
..:.
.. F
€- '
F
,: CDOT #5 OR #57
}
'. WASHED :STONE
IF
ti
11
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�-
-
C
i
2. k
r
11
a-xfwtw
AI
PRACTICE 6.5E
NOT TO SCALE
_i..b.. - _.. . „
,. � , . .
tt
, ,
COW FlBER BAFFLE MATERIAL PROPERTY REQUIREMENTS -STEEL POST SHOULD BE APPROX 1 3l8" HIDE MEASURED PARALLEL
MATERIAL IOGZ COCONUT FBER TO FENCE ANQ�HAW A MIN. WEIGHT OF 1.25 LB11AEAR FT AND BE
THICKNESS 0.30 IN MIN. -EQUIPPED WITH AN ANCHOR PLATE IWTN.MINIMUM AREA OF 14.0 IN"1.
TENSILE STRENGTH (WET) 900 X 680 LB/FT MIN ' I STEEL PAST SHWLD BE INSTALLED AT MAX 4 FT SPACING AND
ELONGADON (Wf'T) 69%X 34%MAX DRIVEN INT04ROUND MIN. OF 2 FT.
FLOW VELOCJTY f0-12 FT/SEC ,. ,, 7
WEIGHT 10 oz/SY (680 G/AI"2) MIN /
LJX a SUKFAGt AKLA
SECOND CHAMBER
25X OF SURFACE AREA ,
OUTLET, CLASS II RIPR
.; ,;_- OUILET ZONE:-
25% OF SURFACE AREA
TEMPORARY BAFFLES
Practice 6.65
r -
NOT TO `SCALE
PVC END PVC VENT SCHEDULE '- _
CAP PVC ELBOW plpE ` PVC PIPE
/ WATER SURFAC \
TUNDER.E.
cA�p SCHEDULE 40
PVC PIPE\' \ ORIFICE
PVC TEFLEXIBLE \ PLATEPE ' HOSE}� _ PVC TEEES IN \ t rSID\ , L .
TTOM-: URFACE •-
END VIEW ..: ., FRONT VIEW
SKIMMER SEDIMENT BASINS ARE NEEDED WHERE DRAINAGE
AREAS ARE T00 LARGE FOR TEMPORARY TRAPS. DO NOT,LOCATE
THE SKIMMER SEDIMENT BASIN IN INTERMITTENT OR PERENNIAL
STREAMS. L .; 7 L - . . . H
BY:
ARM ASSEMBLY
LICENSE # C-2710 "
COASTAL
SITE
DESIGN, PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDEN77AL
P.O. Box 4041
W1Imington, NC 28406
[phone]
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DATE- 2-15-15
- - -G-ENCLOSURE ,. . ,. -
--
:,:
HORZ. SCALE • N/A
WATER ENTRY`
VERT. SCALE- N/A
PERSPECiiVE
VIEW
r,,
UNIT;
-y a
DRAWN BY. RLW
...: xi.
. I , :
CHECKED BY.• HSR
SEE DENR STANDARDS &.SPECS.
FOR COMPC�L'��E�T�E�'�D�ES�IG�NpCRITERIA
&'MAINTENANCE
PROJECT NO.: 11-0250
SKIMMER
Phre floe 6.64 - _
L i
EC4
\1
NOT^TO SCALE_' r
9 1 M M . 9 �
sn.ea NaEC4 O,
� �� r -

CA
JO' 30'
1.5' ASPHALT
1-, FT RST yq� 1 0.59 ANN IF EiElABDN
6' ABC STONE 6' ABC STONE
(REVERSE/INVERTED CROWN)
60 FT ROAD SEC77ON A'
-A
NOT TO SCALE
CA.
22.5' 225'
1.5' ASPHALT
FF EIEVATKW R5X Aj%F _ f 0.5% MIN. FF ELEVATION
6• ABC S70AE 6• ABC STGME
(REVERSE/INVERTED CROWN)
45 FT ROAD SEC71ON B-B
NOT TO SCALE
OCEAN HIGHWAY CAMP RESORT INC
PID: 22700003
DB 1411 PG 437
MAPBOOK 23 PG 42
ZONING: C-LD
OCEAN HIGHWAY CAMP RESORT INC
PID: 2270000304
DB 1411 PG 437
MAPBOOK 33 PG 24
- ZONING: C-LD
f
CA.
6' 1 225 1 225'
-11.5' ASPHALT
� FF FLEVATNIN
RSX 1 — — 0.5% ON.
6' ABC MW 6' ABC S7W
(REVERSE/INVERTED CROWN)
45 FT ROAD SECTION C-C
NOT TO SCALE
16° P-MAR FOUND — --
5651l4'17"E 0.79'
FRO^d CORIYE'R -
IiI
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9
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I 6+ FENCE ENCIIZOACNMENT
IN 'H!5 AREA 1
I LEA PID. INVESTMENTS LLC _
PID: 1270003503
W.� DB 2932 PG 240' -
MAPBOOK 35 PG 544 I I
6q.62'� ZONING. C-LD I -
MM, '
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f•� \{.r I - /0./ / �� ��, e�{ � SIX. �\\ `D 41�
-7777
=4
21
p / EX BLDG C
N :low
lam`. •'� .*.. •.r., / r ' a °x ..^-��p. x ,412'� :�'
y 6F
16140 a3 83.93' �! -- --- -- - - 1 I N
SUNSET BEACH DEIELOPMENTLLC
PID: 22700001
DB 1858 PG 1231
AIAPBOOK 29 PG 188
ZONING: R-7500
4LICC-2710
COASTAL
SITE
DESIGN,PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. Box 4041
KrIImington, NC 28406
[phone]
I5"=€
to;
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DATE.• 1-18-16
HORZ. SCALE. 1' = 50'
VERT. SCALE. N/A
DRAWN BY. ✓SM
CHECKED BY.• HSR
PROJECT NO.: 15-0341
Sll"t No. Imp of Nm 1
CA.
6' 1 225 1 225'
-11.5' ASPHALT
� FF FLEVATNIN
RSX 1 — — 0.5% ON.
6' ABC MW 6' ABC S7W
(REVERSE/INVERTED CROWN)
45 FT ROAD SECTION C-C
NOT TO SCALE
16° P-MAR FOUND — --
5651l4'17"E 0.79'
FRO^d CORIYE'R -
IiI
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I6
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9
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I 6+ FENCE ENCIIZOACNMENT
IN 'H!5 AREA 1
I LEA PID. INVESTMENTS LLC _
PID: 1270003503
W.� DB 2932 PG 240' -
MAPBOOK 35 PG 544 I I
6q.62'� ZONING. C-LD I -
MM, '
!� r • I
r
f
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I �
34.95 I
�+
f•� \{.r I - /0./ / �� ��, e�{ � SIX. �\\ `D 41�
-7777
=4
21
p / EX BLDG C
N :low
lam`. •'� .*.. •.r., / r ' a °x ..^-��p. x ,412'� :�'
y 6F
16140 a3 83.93' �! -- --- -- - - 1 I N
SUNSET BEACH DEIELOPMENTLLC
PID: 22700001
DB 1858 PG 1231
AIAPBOOK 29 PG 188
ZONING: R-7500
4LICC-2710
COASTAL
SITE
DESIGN,PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. Box 4041
KrIImington, NC 28406
[phone]
I5"=€
to;
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DATE.• 1-18-16
HORZ. SCALE. 1' = 50'
VERT. SCALE. N/A
DRAWN BY. ✓SM
CHECKED BY.• HSR
PROJECT NO.: 15-0341
Sll"t No. Imp of Nm 1

CA
�. 30, . .
1.5' ASPHALT
1'/FT QSXAM `0.5%wN• FFELEVANN
6' ABC STONE ` 6' ADC STONE
(REVERSE/INVERTED. CROWN)
60 FT ROAD SECTION A -A
NOT M SCALE
CA
22.5' 22.5'
1.5' ASPHALT
FF MAIM OSX At& V / ` OS% 0• FF ELEVA71CM
6' ABC STONE 6' AB SUE
(REVERSE/INVERTED CROWN)
45 FT ROAD SECTION B-B
NOT TO SCALE
CA
5 225 225'
1.5' AVMLT
' h7 FFELEYATUN
OSXMT f _ 0.5%MN•
6' ABC STONE C ABC STONE
(REVERSE/INVERTED CROWN)
45 FT ROAD SECTION C-C
NOT TO SCALE J
FROM CORNER
i
li N
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I li -
II s
V
DJ
FENCE ENCROACHMENT
I/ IN TFi15 AREA44.0 FS
419 FS FF=44 00
Z� /y BBr 440 FS
CE
Qy. TO4100 N8 olQ I
k3 F 4S8 FS r y WY. OUT 4Q00 % 440 FS \ i
co
6 .?,G r PROPOSED BLOC F (PHASE 2)
if r {,s h
43.4FS. 4i41P 134NP. . i ..may:{3 �0
iK s (19WD)
VI
413 FS
` s i I rn
_ NY 3A _ ».
00
/I4 FF-44.20 ! 1105 LF - 15' RCF ! `. ' r /FF=44.00 I �o
PRO05
POSED BIDG G (PHASE 2 r TG 4100 ` ShED '
NY. N J&90 I
NY. N 3A60. 3
/ t NY. -OUT ago L "�h �fUNAGE� N 82"2 E—
d
/ r 442 FS 415 hP ! -
CB1a 97.7 LF - 3O' RCP TO 4100.
ell0 <r4S9 FW . , • + 694 NV. N JR60 ' -_ y — y'
/ 442 FS^ W OU316DT i 41' NY OUT 3960 J " 77 IR
G
r 1� ' ... ' � • 44.0 F5 4�0 FS
44.0 FSEX
r \ ��9 - FF=4170 BLDG 0 k I
! ..:, .
&UGH 44.2 Fs
44.00 C06 I 6QO LF - 36• RCP a E Y I4SS�FS X -j
FF=TO 4300: ' '
my my
wi 3 � :.uUbE a 4J 4 �( 81.1 LF - 18' RLP I - 4Z4 HP�\ ;
1 it; 4100 y
416 HP
44.2 FS WY. W J&30 i 417 FS'' ' •C810
Qz FF=44 Z0 I WY. OUT J&JO TC 4100 ..'
NY. N JA30 s .
119.E LF - 15' RCP O 7O4 LF - d0' RCP' �! 3A30 NY. OUT
! '441 FS) ky� ` 12453 Fs 414 FS
4A1 FS . 7 !
T 4Q00 •, . � : f :. ..r • N . FF=44.20 r• � � .; ��2' • '437 FS 106�, 435 FS
O r � �� „�' • r '�4.2 FS � � � ��
442 Fs 1� a449 HP'
r• r' •. r �- s NY. OUT3&90
04.2
j\r • ^' - -
44.0 44.2 FS 3� 414 FS TG 4100
• .�'A r rr WV. OUT3770
\� .r� � •418 hP �� •'418 FS � �
\ 418 FS' r
j ! ��•
1 FT pig.
415 FS' ^ g2
01
'd NY. W 3720
\ f 473/F/S�%b WY. OUT 37.00 v�
t
\�\ /
rI
i �r �/ / �j EX BIDG B/ t EX BLDG ,
jig
EX BLDG C
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i S . 1 tx3' pI _ •Ii►
N 86°36'26" W 39�- f.�r� '+`.-'al"
.63
v
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to
1
LICENSE ifC-2710
COASTAL
SITE
DESIGN,PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. Box 4041
Wilmington, NC 28406
[phone]
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RECEIVE _
FEB 16 2016 DATE: 2-15-16
HaPZ SCALE 1' = 40'
BY: - VERT.. SCALE. N/A
DRAWN BY. RLW
CHECKED BY. "SRPROJECT NO.:
40 20 0, 40 80 120
SCALE IN FEET.1 `= 40' Sh-t No. of

•=® - �•.NOT TO SdAL"'
x
s
4
STRUCTURE
AREA (AC)
CB1
0.41
t
CB2
0.23 -/
CB3
0.23
/
0.57�
CB5
CB6
0.42
CB7
0.24
C88
0.30
CB10
0.24
CB11
' 0.21
CB12
0.34
067
`y
OCEAN HIGHWAY CAMP RESORT INC
PID: 2270000304
DB 1411 PG 437
MAPBOOK 33 PG 24
ZONING C—LO
f
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/
P/1
cp
6 ;
ZZY
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1.57 ASTMTag
•w
FF ELEVA110NWK
a �'
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SUNSET BEACH DEVELOPMENT LLC
PID: 22700001
DB 1858 PG 1231
MAPBOOK 29 PG 188
ZONING: R-7500
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- 2-57'20E
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LICENSE # C-2710 "
COASTAL
SITE
DESIGN, PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDEN77AL
P.O. Box 4041
Wilmington, NC 28406
[phone]
ti
11111
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DATE.- 1-18-16
HORZ. SCALE.- 1" = 50'
VERT.. SCALE: N/A
DRAWN BY. ✓SM
CHECKED BY. HSR
PROJECT NO.: 15—OJ41
50 25 .•'.>0 si.'i 50 „>". '.100
scAl� IN FEE
T t •� 50 Shwt Na DA 10, DA2

1 _
t
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M1:
5
1
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OCEAN HIGHWAY CAMP RESORT INC
PID: 22700003
DB 101 PG 437
"
-
MAPBOOK 23 PC 42
ZONING C—LD
A
BASIN
B
SUNSET BEACH DEWLOPMENT LLC
PID: 22700001
DB 1858 PG 1231
MAPBOOK 29 PC 188 - — -
ZONING R-7500
M
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or
DATE.- 1-18-16
HORZ. SCALE I' = 50'
VERT. SCALE. N/A
DRAWN BY• JSM
CHECKED BY.• HSR
PROJECT NO.: 15-0341
Nt No. DA2o, DA2

` **46
48. RCP \
IE = 36.5 42 `
42
7EMPORARY POOL / STATE STORAGE ELEVA7TON = 41.4
lot
u = - 3; , STORAGE PROOVVIDED 19,684 OF 0,623 SF
."
t
36
a w
n N P
39
i 4i
' PERMANENT POOL MA77ON = 40.3
SURFACE AREA 0 ELEV. 40.3 = 14,884 Sr
POND A
1" = 20'
POND SUMMARY:
NCDENR/bWQ PERMIT / SWB-970233
1. &PERVIOUS AREA PERWRM
16Z187 SF (.172 AM)
2 NORIIAL POOL SMACE AREA
14,884.7
3 NaWAL POOL EIEVARON
4OJ
4. POND OEM (DEEPEST POINT)
G3 FT
S POND BOTTOM ELEVATION (DEEPEST POWO
J4
6. ORE WIERT ELEVAWN
40.J
4 OUTLET BOX CREST EIEVAWWN
422
8. STATE STORAGE VMME
19,W4 CF
A 1O1 FT VEGETATED SHELF
PRESENT
1O 10 FT ACCESS
PRESENT
11 FOREBAY
12 P►iNURY SPALMrtY ELEVA110N
PRESENT
42.2422
DEWA TIONS FROM
11 EMERGn4CY SPILLWAY ELEVAWN
424
14 "
4
DESIGN
DRA WINGS:
1s. NE1R CUT CREST REST LET�TH
35 FT FT
1& NETR CUT ELEVATION
4L4
17. SIDESLOPES (TWA)
&I
OEM
ASBIB.T STATE AWL
I& NV. OF PIPES FROM OUTLET SIRICIUW
J89
ORA'10E E
4O5 4O3
STATE WATER QUAUTY POND CONSIDERATIONS -
IVP OF SMUCTIM
420 422
SURFACE AREA REOL40 = 14153 W
EIERGENCY MWAY
425 424
SLWFACE AREA PROVIDED = 14,884 SF
PP SURFACE AREA
14153 1418LW 14,179 SF
1.5' S7DRAGE VCYINE REQU10 - 14883 CF
STAIE STORAGE VOLINE
18,883 19,684
1.5' STORAGE VOUANE FRONDED = 19,M4 CF
RP CF BANK
410 428
MP OF BOX AT
BACK OF BOX EL= 425
EL= 422 rEF41.4
/
z
i
3D' LpP
IM - 4O3 NV = 4O3 OUTLET PPE
WV= 39.9
1
SEC110N VlIV
3' CAP 70 REMAW UNIX 9MAU
Ls REMOVED TEEN DRILL 25' HOLE W CAP
POND A
NOT TO SCALE
NOTES:
1. AS -BUILT SURVEY PERFORMED AND PROVIDED TO CSD aWfERWG BY TTIM MS LAND
SUt"Na P.A., 1638 RIVER BEND DR. SHALLOTM, NC 28470 [phone]
SISHEO AND SEALED BY JAMES R. iDMMS RLSJ 2851, DAIED 4-11-18.
2 S70RMWA7ER PERMIT NUMBER SM 97023,E
m :•m IRAYI
•. , UO
■■■■■■I
■■■■■■■�
3 FT
■■■■■■■■■■
INS SHEET
16 -
■■■■■■■■■■MR
■■■■■■■■■■
IRAM RACK
WE I
ORA IE FL..A.
MICE` .E
:ox
S7RUC7URE
• • SCALE
AS —BUILT WET DETEN RON BA
EMERGENCY SPILLWAY
FRONT VIEW
NOT TO SCALE
OUTLET STRUCTURE
30' IE = 38.9
VPM.A1. AT ALL STORM WIFALLS 1O POND)
10 FT
PIPE
NSEL = 4O3
,GCS• � ^'Y
� BOTRIM = 34
900
FOREBA Y SECTION DETAIL
NOT TO SCALE
ElA9Af•QkNT TOP = 428
IE= 3a9
AS —BUILT EMBANKMENT SECTION
NOT TO SCALE
ca4i e g
ECEI
MAY 0 7
,K- P C
vcc"j.
CwSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDEN
P.O. BOX 4041
MLM/NGTON, NC 28406
[phone]
7
.m
o� 0-t s •s7 o< �41
,:fib ti9 9
SEAL '•
025483
4/30/18
O
Lb
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0
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DATE-
HORZ. SCALE• 1' = 20'
VERT. SCALE- N/A
DRAWN BY. RLW
CHECKED BY. HSR
PROJECT NO.: 15-0341
Shwf Na 1 Of 2

POND SUMMAR Y:
NCDENR/bWQ PERMIT / SWO-970233
1. NARERWOUS AREA PERWRED 29,771 SF (0166 ACRES)
2 NORMAL POOL SILEACE AREA 118587
1 NORMAL POOL ELEVATKINI 3A6
4. POND DEPTH (DEEPEST PONT) 1.6 FT
S PONA BOTTOM ELEVATION (DEEPEST PQWI) 37.9
6. OR9'X' NVOT ELEVATION 39.6
7. OUTLET BOX CREST ELEVATION 41.2
a STATE STORAGE VOLL E 4,615 CF
9. 1Q1 FT N:GETATED SHELF N/A
1O 10 FT ACCESS PRESENT
12T. PoIMARY 41.
12 PRIMARY SPILLWAY ELEYA110N 41.2
DEWA T70NS FROM
11 EMERGENCYSPILLWAY MAIM 41.9
TC
DESIGN DRAWINGS:
;N CREST LENGTH NIA
16. NEIR CUT EIEVATNIN N/A
17. S VESLOPES (T)RCAL) & I
OESH,YI ASBUILT STATE MIN.
Hl PTV. OF PIPES FROM OUTLET STRUCTpE X62
ORFICE E 4Q0 39.6
STATE WATER QUAUTY POND CONSIDERATIONS -
TOP OF STRUCIUE 41.0 41.2
SURFACE AREA RE'OUIIEV - 4158 SF
EMERGENCY SPILLWAY 41.5 4L9
SC4EACE AREA FRONDED - 4594 SF
PP 40 39.6
L5' STORAGE VJLL#E REOIIILED = Z734 (F
NEIIANDS SAPFACE AREA 4158 4584
1.5" STORAGE VLIIIE FRONDED = 4,615 CF
STATE STORAGE NXMRE Z734 4,615
3
EL- 41.2 FABIOCAIM GRAIE TOP 1
3' OR FICE ASSEMBLY
1'
12' RCP
OUTLET PPE
MSEL = 3A6
17 NV A6 HN- AM
1
SEC110N NEW
WETLANDS BASIN 'B.0
ASBUILT OUTLET STRUCTURE
NOT TO SCALE
pl
1
1
TEMPORARY POOL. / STATE STORAGE ELEVATION = 41.2 42
SURFACE AREA ®ELEV 41.2 = 3 584 SF
STORAGE PROWDED = 4615 CF 4,�
Afl
` 1
1
WETLANDS B
I" = 10,
NOTES.
1. AS -PAT SWWY PERFORMEO AND PROWDED TO CSD ENGINEERING BY TOIN'KINS LAND
SURWWK P.A., 1638 RIVER BEND DR. SHALLOTIE NC 28470 [phone]
SGNEO AND SEALED BY DAMES R. TOMPKRNS RCS/ 2851, DATED 4-11-1&
2 STORMWATER PERMIT NUMBER SO 970233.
�
3 FT
SEE DETAIL
T1IS 9#ET
TRASH RACK
` i12'IE= 36.62
TOP OF EMBANKMT
ELEVARON = 420
20 FT
EIEV. - 41.9
AS -BUILT
EMERGENCY SPILL WA Y
FRONT VIEW
NOT TO SCALE
12' IE = 36.63
VARIES I , VARES IVARIES
��E16AhKEENT TOP= 420
ENEINENCY SPILWAY = 41.9
STATE STORAGE TOP OF GRATES - 41.2 D
C PPE = 39.6
F.ES
45\ / 12' RCP E(OUT) = 3d63
A -DEEP POOL BOTTOM = 37.9 //\ / �/ �// //�/%/ /
B -SHALLOW WAER = 38.5/��
C -SHALLOW LAND - 39.6
D -EMP. POOL 8" = 41.1
ASBUILT CROSS SECTION
NOT TO SCALE
CSD
ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDEN77AL,
P.O. BOX 4041
WLM/NGTON, NC 28406
[phone]
SEAL
025483
4/30/18
¢
0
CCl
Y
Cc
0
z
W
LY
DATE- 4-30-18
HOV?Z. SCALE, i" = 20'
VERT. SCALE.N/A
DRAWN BY. RLW
CHECKED BY.• HSR
PROJECT NO.: 15-0341
Sheet Na 2 Or
2 ]

EROSION CONTROL NOTES
1. TOTAL DISTURBED AREA = 3.5 ACRES
2. ALL CONSTRUCTION ACTIVITIES WILL BE PERFORMED IN COMPLIANCE WITH THE
SEDIMENTATION POLLOTION CONTROL ACT OF 1973.
3. ALL LAND DISTURBING ACTIVITIES ARE 1V BE PLANNED AND CONDUCTED 40
AS TO LIMIT EXPOSURE TO THE SHORTEST FEIWBLE TIME.
4. CONSTRUCTION ENTRAWE WILL BE REQUIRED WHERE CONSTRUCTION
TRAFFIC WILL ACCESS NC 904.
5. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE ESTABLISH1110ft OF
PERMANENT GROUND COVER.
6. SEDIMENT AND EROSION CO TROL MEASURES SHALL BE INSPECTED AFTER
EACH HEAVY RAINFALL TO URE THAT THEY REMAIN IN GOOD WORKING
ORDER. SEDIMENT WHICH EMULATES BEHIND MEASURES SWSLL BE
REMOVED PERIODICALLY.
7. OVER THE IJFE OF THE i"JECT, THE OWNER SHALL MAKE PERIODIC
INSPECTIOJIS TO EVALUATE THE SUCCESS IN CONTROLLING EROSION OF
SOILS TO OFFSITE AREAS. IF AREAS ARE FOUND WHERE EROSION IS
OCCURRING, THE OWNER $j[ALL TAKE THE NECESSARY MEASURES TO
REMEDY THE SITUATION.
GENERAL NOTES
I. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
BY TOMPKINS LAND SURVEYING, P.A., OCEAN ISLE BEACH
2. NO WETLANDS WILL BE DISTURBED BY THIS PROJECT.
3. INDIVIDUAL BUILDING LOCATIONS AND SIZES AS SHOWN ON THIS
PLAN ARE FOR DRAINAGE AND GRADING PURPOSES. ACTUAL
SIZE AND LOCATION OF EACH BUILDING MAY VARY. HOWEV'IiR,
OVERALL BUILDING AREA IS NOT TO EXCEED 76225 SQUARE FEET.
4. DRIVES HAVE NO TYPICAL SECTION. ALL DRIVES WILL BE
GRADED TO BRAIN TOWARD TIfK RETENTION POND.
5. NO OFFSITE DRAINAGE RUNS ONTO THIS PROJECT.
6. ALL ROI# DRAINAGE MUST RE OWECTED INTO PAVEMENT AREA
FOR COLLECTI' N INTO DETENTION POND.
7. A VEGETATED SHELF IS REQUIRED AROUND SNTIRE DETENTION
POND. TOP OF SHELF IS AT NORMAL POOL ELEVATION; BOTTOM
OF SHELF IS 12" LOWER, WITH A MAXIMUM 6:1 SLOPE.
CONSTRUCTION SEQUENCE
1.
OBTAIN APPROVAL OF EROSION CONTRIK PLAN FROM
NORTH CAROLINA DEPARTMENT OF ENVIRONBONT,
HEALTH, AND NATURAL RE01iRCES, LAND QUALITY SECTION,
AND AP ROVAL OF STORR PLAN FROM NCDEHNR,
AW
QUALITY SECTION.
WATER QU
2.
CONSTRUCT STORMWATER/ SEDIMENT POND AND INSTALL
OTHER SL'NIENT CONTIIDL MEASURES AS SHOWN ON PLANS.
3.
CONSTRUCT TEMPORARY DIVERSION BERMS AND DITCHLINES
AS NEEDED TO DIRECT *iNOFF FROM ALL DISTURBED
AREAS INTO POND.
4.
STABILIZE ALL AREAS Y'Q BE PAVED OR BUILT UPON WITH
STONE BASE COURSE. STABILIZE ALL OTHER DISTURBED
AREAS WITH VEGETATION CAPABLE OF WITHSTANDING EROSION.
IS.
MAINTAIN ALL TEMPORARY SEDIMENT CONTROL MEASURES
UNT$. PERMANENT GROUND COVER IS ESTABLISHED.
GRAPHIC SCALE
cD1I=>
I inch - 30 IL
,r,t
TOP OF DAM ELEV.- 30.9
6:1 VEGETATED
Hff2 d !)
3:1 SLOPE
a.
- 1&I-
TOM JOHNSTON
E
i
W1
M- i1a
TOP OF WEIR ELEV.- 36.lf
3:1 SLOPE --
FOND SECTION
NOT TO SCALE
4
1' STORM& ELPV.- I
BOTTOM ELEV.- 32.0
S 89'33'51'E 433.58'
VEGETATED %W -�
6.1 MAX SLOPE
VICINITY MAP
p
STORMWATER SUMMAR
TOTAL SITE AREA=
DRAINAGE AREA TO POND=
TOTAL IMPERVIOUS AREA=
IMPERVIOUS AREA=
PERMANENT POOL ELEVATION=
1 STORAGE ELEVATION=
1" STORAGE VOLUME REQUIRED -
1" STORAGE VOLUME PROVIDED=
FOREBAY VOLUME REQUIRED=
FOREBAY VOLV AE PROVIDED=
SU$FACE AREA REQUIRED=
SURFAC% AREA PROVIDED=
a n
CW-t
tx
3.51 AC
3.03 AC C/Z.
2.70 AC w
92.t% O
37.50 t�
38.70
c�
10098 CF Q
10752
2020 CF �*
2538 CF
7035 SF W
7645 SF
Y..
1.. k
LEGEND ~
EXISTING CONTOUR - - - - - - - -
zM
PROPOSED CONTOUR O
co;
SPOT ELEVATION 39.7 Z
w
SILT FENCE >z
RIPRAP Emo ^�
r------ i
EXISTING BUILDING I I
L.�
���__J
PROPOSED BUILDING ;FF © c
EXISTING OVERHEAD UTILITY ---------
PROPOSED ASPHALT c 1
r�
FLOW DIRECTION OF RUNOFF = W
APPROVED STAR
NORTH CAROLINA ENVIRONMENTAL ARIA / n
MANAGEMENT COMMISSION MWA ER
DIVISION OF WATER QUALITY
D E C E I V E
S mWa.1 P.rmu No sW 521Z33
JAN 3 01998 D
POND DIMENSIONS
PROJ
Date: . it/11/97
Sale..
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awdw or.
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o1�wATDR CAL
Shot I of 2.

CUT 12" CMP, BEND OUT FLAPS, AND FASTEN
GUARD TO RISER WITH S/16" GALV. BOLTS, NU
AND WASHERS AT APPROX. 6" INTERVALS.
SUPPORTS TO BE •6 REBAR OR
1 1/2" X 1 1/2" X 3/16 ANGLE WELDED
TO TRASH RACK AND RISER
48" TRASH GUARD
24" CULVERT
MIN. 10
LINE WI
LA
36" RISER
TOP VIEW
OF RISER 12" CMP ORIFICE GUARD
INV. ELEV.:
48" TRASH GUARD
• -t_i ;L• I '
miff TITZ761=7
EXISTING
r
TOP OF RISE
ELEV.= 38.7
i
ELEV. BOTTOM OF 1.5"
ORIFICE = 37.5'
ion
IN WIDTH = 15' T
6" DIVERSION TO DIRECT RUNOFF FROM
SECTION VIEW
CONSTRUCTION ENTRANCE
NOT TO SCALE
A
QiQiC
4 �9.
4.12 ill GA.
rERMEDIATE 6
RE
STEEL OR WOOD POST
— WOVEN WIRE FENCING AS REO'RD.
(SEE NOTE 1 E.)
— SILT FENCE FABRIC
FILL SLOPE
IADE i �MIN. COMPACTED FILL OVER SKIRT•
w C %i ANCHOR SKIRT WITH MIN 4' LONG
IO `y X%�, WIRE STAPLES O /2' O.C.
"FOR REPAIR OF SILT FENCE FAILURES,
USE E67 WASHED STONE IN LIEU OF
COMPACTED FILL.
FRONT VIEW SIDE VIEW
1. Install silt fences as shown on drawing and at locations necessary to control siltation of adjacent areas.
2. Where wood posts are used, they shall be a minimum of 3' in diameter and 6' in length. Posts shall be creosote or
pentachloropenol treated southern pine.
3. Where steel posts are used, they shall be 5' in length and be of the self fastener angle type.
4. Woven wire fencing, where required (see Note N 6), shall conform to ASTM Al /6 for class 3 galvanizing. Fabric shall
be a minimum of 32' wide and have a minimum of 6 line wires with 12" stay spacing. The top and bottom wires shall
be 10 gauge, and intermediate wires shell be 12-1/2 gauge. Wire fabric shall be fastened to wood posts with not less
than N9 staples 1 1/2" long.
5. Filter fabric shall be of nylon, polyester, propylene or ethylene yarn with minimum strength of 30 fb.Ain. in., and a
minimum 85% filtering efficiency. Fabric shall contain ultraviolet Inhibitors and stabilizers.
6. It lifter fabric is used with a strength of 50 Ib./lin. in. or greater, KW the post spacing (S) does not exceed 6', woven
wire fencing is not required. Otherwise, woven wire fencing is required, and post spacing shall not exceed 8'.
SILT FENCE
NOT TO SCALE
WITH FILTER CLOTH THICKNESS
SECTION VIEW
ftdftw
c l
d w
w o
F-4 U
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Q
ZTO
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1-4
H � V
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All disturbed areas shall be stabilized with a permanent vegetative cover. The contractor may
use the methods and schedules shown below; however, it is recommended that a specialist be Z Z
consulted with attention given to site specific conditions. O
a. Cultivate area to a depth of 5". �y a
b. Apply agricultural time at the rate of 4000 lbs. per acre. C v
c. Apply 10-20-20 commercial fertilizer at the rate of 500 lbs. per acre. �+ Q
d. Sow grass seeds at the following rates: W
Kited Rate Per Acre
Common Bermuda Grass
unhulled 20 lbs.
hulled 12 lbs.
Pensacola Bahiagrass 50 lbs.
Korean Lespede-za 25 tbs.
Tall Fescue 30 lbs.
e. Mulch with ;craw at the rate of 3250 to 4350 lbs. per acre. --'-
f. Anchor straw with asphalt emulsion tack coat applied at the :ate of 300 gallons per acre
in locations as authorized by the Engineer.
SEEDING SCHEDULE:
N�1
a'
w . °°�
gad
Za$
w Z„
x
a� �m
�:21 o�
C.0) cm) rA
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SMW a fill=
Bm" ft,_-NL—
tLeete• p JOB
TA aE.MI• " mi 11111 Eare••N 111111.
2of2

S 89033'51 "E 433.58'
EROSION CONTROL NOTES
1. TOTAL DISTURBED AREA = 3.5 ACRES
2. ALL CONSTRUCTION ACTIVITIES WILL BE PERFORMED IN COMP11ANCE WITH THE
SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
3. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED 4p
AS TO LIMIT EXPOSURE TO THE SHORTEST FEII,SIBLE TIME.
4. CONSTRUCTION ENTRANCE WILL BE REQUIRED WHERE CONSTRUCTION
TRAFFIC WILL ACCESS NC 904.
5. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE ESTABLISHfi11" OF
PERMANENT GROUND COVER.
6. SEDIMENT AND EROSION COItITROL MEASURES SHALL BE INSPECTED AFTER
EACH HEAVY R41NPALL TO ENSURE THAT THEY REMAIN IN GOOD WORIQNG
ORDER. SEDIMENT WHICH ACCUMULATES BEHIND MEASURES SHALL BE
REMOVED PERIODICALLY.
7. OVER THE LIFE OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC
INSPECTIONS TO EVALUATE THE SUCCESS IN CONTROLLING EROSION OF
SOILS TO OFFSITE AREAS. IF AREAS ARE FOUND WHERE EROSION IS
OCCURRING, THE OWNER SHALL TAKE THE NECESSARY MEASURES TO
REMEDY THE SITUATION.
GENERAL NOTES
1. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
BY TOMPIQNS LAND SURVEYING, P.A., OCEAN ISLE BEACH
2. NO WETLANDS WILL BE DISTURBED BY THIS PROJECT.
3. INDIVIDUAL BUILDING LOCATIONS AND SIZES AS SHOWN ON THIS
PLAN ARE FOR DRAINAGE AND GRADING PURPOSES. ACTUAL
SIZE AND LOCATION OF EACH BUILDING MAY VARY. HOWEVER,
OVERALL BUILDING AREA IS NOT TO EXCEED 76225 SQUARE FEET.
4. DRIVES HAVE NO TYPICAL SECTION. ALL DRIVES WILL BE
GRADED TO DRAIN TOWARD THE RETENTION POND.
5. NO OFFSITE DRAINAGE RUNS ONTO THIS PROJECT.
B. ALL RO(j DRAINAGE MUST BE OWECTED INTO PAVEMENT AREA
FOR COLLECTION INTO DETENTION POND.
7. A VEGETATED SHELF IS REQUIRED AROUND ENTIRE DETENTION
POND. TOP OF SHELF IS AT NORMAL POOL ELEVATION; BOTTOM
OF SHELF IS 12" LOWER, WRH A MAXIMUM 6:1 SLOPE.
CONSTRUCTION SEQUENCE
1. OBTAIN APPROVAL OF EROSION CONTRQL PLAN FROM
NORTH CAROLINA DEPARTMENT OF ENVIRONAWNT,
HEALTH, AND NATURAL RESOURCES, LAND QUALITY SECTION,
AND AP11ROVAL OF STOR1WIIfWMR PLAN FROM NCDEHNR,
WATER QUALITY SECTION.
2. CONSTRUCT STORMIIATER/ SEDIMENT POND AND INSTALL
OTHER SEDIMENT CONTROL MEASURES AS SHOWN ON PLANS.
3. CONSTRUCT TEMPORARY DIVERSION BERMS AND DITCHLINES
AS NEEDED TO DIRECT 4tUNOFF FROM ALL DISTURBED
AREAS INTO POND.
4. STABILIZE ALL AREAS TO BE PAVED OR BUILT UPON WITH
STONE BASE COURSE. STABILIZE ALL OTHER DISTURBED
AREAS WITH VEGETATION CAPABLE OF WITHSTANDING EROSION.
5. MAINTAIN All. TEMPORARY SEDIMENT CONTROL MEASURES
UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
i
GRAPHIC SCALE
( IN"zr)
1 inch - SO It
TOP OF DAM ELEV.- 39.9
SHT2o 2)
I
n
TOM JOHNSTON
O
PERWNENT POOL ELEV.- 37.5
lr"
3 1 TOP OF WEIR ELEV.- 36.5
I- STORAGE- ELEVA 19-7 -
TOM JOHNSTON
VICINITY_ MAP
z
w
a
U1
W
O
x
v
STORMWATER SUMMARY
TOTAL SITE AREA=
3.51 AC
EO
0
DRAINAGE AREA TO POND=
3.03 AC
cn
�`
z
e -
^
TOTAL IMPERVIOUS AREA=
2.70 AC
w
% IMPERVIOUS AREA=
92.1%
0
PERMANENT POOL ELEVATION=
37.50
0
I" STORAGE ELEVATION=
38.70
Z
CF
O
Q
I" STORAGE VOLUME REQUIRED:<
10098
1" STORAGE VOLUME PROVIDED=
10752 CP
z
FOREBAY VOLUME REQUIRED=
2020 CF
�
,�'�
FOREBAY VOLUME PROVIDED=
2538 CF
(0
SURFACE AREA REQUIRED=
7035 SF
W
SURFACE AREA PROVIDED=
7505 SF
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
SPOT ELEVATION
SILT FENCE
RIPRAP
EXISTING BUILDING
PROPOSED BUILDING
EXISTING OVERHEAD UTILITY
PROPOSED ASPHALT
FLOW DIRECTION OF RUNOFF
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT
MSIOF�Mu188aNON VAR0AY
ow 21 AAt_
sb mdw Pwa w.SwVi;OZ33
POND DIMENSIONS
39.7
STORMWATER
E C E I V ErI
JAN 3 01998 U
PROJ S &- d2 I /OZ33
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ATLANTIC TEL MEMB�RSPZrO
/ PIN 211 -rs—
ZONING. CO-CLD
OCEAN HIGHWAY CAMP RESORT LLC
MC 24-250
PIN 22700003
ZONING: CO-CLD
USE. VACANT
/VV.i VrAVVG JVRLL/Y — (/ I//1..9L/
6' CHAIN LINK FENCE W/1H SLATS,
INSTALL SHRUBS O 6' O.C.
WITH INITIAL HEIGHT > 3.
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J 8' 64X. PLANTING STRIP
/ ` a FOR CDS 2 (TYP.)
/ 1 CANOPY TREE PER 50 LF.
14
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CRESCENTBANK 6 -180 SHRUBS PER 50 LF.
PIN 2270003503
AAI ZONING: CO-CLD STREET BUFFER (THOROUGHFARE)
cZi p 20' AVERAGE DEPTH - 3 CANOPY
tmpN\ O / 44_ TREES PER 100 L.F. -CDS BUFFER II
TREES APPLY TOWARD THIS BUFFER
P N A
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INSTALL SHRUBS O 6' O.C.
WITH INITIAL HEIGHT > 3:
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INSTALL SHRUBS O 6O.C.
WITH INITAL HEIGHT > 3.
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SUNSET BEACH DEVELOPMENT LLC
PINE KNOLL SUBDIVISION
MC 17-371
PIN 22700001
ZONING. CO-R-7500
USE: VACANT
EX. EOP
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KRISAXHOJ ETUX RHONDA 391.50'
/ 12' SIDE SE7E4CK I I I I
PIN 22700013
25 BUFFER FOR DEVELOPMENT j ZONING: CO-CLD
ABUTTING RESIDENTIAL ZONING
5 CANOPY TREES -RED MAPLE I I I
(OR APPROVED EOUAL) AND I I I I I
9 SHRUBS - GLOSSY ABEL/A
(OR APPROVED EQUAL) PER
100 LF.
SITE NOTES.,
-- - - -- -- --- - - - - 1 70TiLL25� AREA., 6.79 AC. (FROM SURVEY)
1. SITE ADDRESS: 300 SEASIDE RD. SW
SHALLOTTE, N.C.
.■w.r. J. PROPERTY ZONING: CO-CLD
m.a rldnn PROPOSED USE ADDITION TO EX/ST7NG MIN/ -STORAGE FACILITY
4. AREA OF EXIS77NG BUILDINGS. 33,937 S.F. (INCLUDING OFFICES)
AREA OF PROPOSED ADDITIONS. 59,060 S.F.
TOTAL BUILDING AREA PROPOSED. 92,987 S.F.
5. SETBACKS:
FRONT SETBACK.• 30'
n.w. r ac Mu SIDE YARD: 22' TOTAL (10' MIN. ONE SIDE)
REAR YARD, 6'
MAX BLDG. HEIGHT.- 50'
NOTE. EXISTING VEGETATION SHALL BE RETAINED
AND UTILIZED WHEREVER FEASIBLE.
Bf!CIIDII RAN
SCREEN FENCE DETAIL
N.T.S.
7. IMPERVIOUS CALCULATIONS
D( IMPERVIOUS - t56,608 S.F. - *1.30 AC.
PROP. BUILDING ADDITIONS - 159,268 S.F.
PROP. ASPHALT ADpmON — 156,156 S.F.
TOTAL PROPOSED IMPERVIOUS - 1172,032 S.F. = 195 AC.
IMPERVOUS PERCENTAGE.• 3.95 AC. / 6.79 AC. = *58X
8. PARKING CALCULATIONS. -
PARKING REQUIRED.- f SPACE PER 100 STORAGE UNITS (PER TABLE SEC77ON 6.1)
EXISTING UNITS - 328
PRO POS D ADD?l0 UNITS - 141
TOTAL U/TS = 46
TOTAL PARKING REQUIRED: 469 / 100 = 5 SPACES REQUIRED
EXISTING PARKING - 9 STANDARD SPACES, 1 H C SPACE
EXISTING PARKING MEETS OR EXCEEDS REQUIRE ENT - NO NEW PARKING ADDED
6. SURVEY & TOPO INFORMATION PROVIDED BY TOMPK/NS LAND SURVEYING P,q,
2161 ASH LITTLE RJAR Rd. NW
ASH, NORTH CAROL/NA 18420
910-579-9505
CAR YOU 1) CONTRACTOR IS FULLY RESPONSIBLE FOR CDNTACDNG
BEFORE You DIG
UTILITIES ARE LOCATED µPRIOR TO ASSURING
BEGINNING ��I,CTION. (IRAFHIC GALE
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
FLAGMEN. ETC.. AS NECESSARY TO INSURE SAFETY 40 p 20 40 !0 160
TO THE PUBLIC.
S). ALL PAVEMENT CUTS. CONCRETE OR ASPHALT. ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT of TRANSPORTATION_
( IN FTEFA)
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING 1 inlh = 40 it
DAMAGE,`•y',I1,��`
AVOID 3 -4 STANDARDS PART 026 SUBPART P. OR AS AMMENDED.
WIE
LATHAM—WALTERSENGINEERING, INC.
16507-A NORTHCROSS DRIVE
I►UNTERSVI NORTH
ELF,
(704) 89S-848♦ FAX [phone]
�` ��
,.�`� N IICA /�� ''
��� ES•-•-�USING
; 20� F
SEAL =
=
_ 18584 � =
v� A/0/ �
%9 • F�NE�:•'� �.
-��'' l ' 11111, ````` `
-. �'•••' '•yLITY
DEVELOPER:
RONALD B. GRIFFIN. JR
1000SHORELINEDRIVE
STANLEY, N.C. 28164
7o�-8z�7sss
UN ET B
MINI—STORAGE ADDITION,.
300 SEASIDE RD. SW, SHALLOTTE, NC
DATE.
APR/L 2009
SHEET
1 ' *D'
DRAWN BY
INN RH
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