SW8040938_APPROVED PLANS_20041214

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�JD
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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ULTRAVIOLET REWANT (e MW
FABRIC OR EQUIVALENT TO WIRE
WITH METAL CLPs OR NNE AT e' orF
12 GUM 4X4' OR 2'X4' WELDED WARE HOOKED ONTO CENTER:
PRVVRMeD CWWNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS WI14 140. a STAPLES.
MAXIMUM SEDIMENT STORAOE LEVEL REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS O RECTED BY INSPECTOR.
3.0'
NATURAL GRADE
• - 004ER WIN SOL AND TAMP 9AWI.L.
' CARRY e' OF WIRE Mf0 TRENCH.
2' MMMUAY
META. CEDEP AR OR 4'x4' TREATED WOOD POSTS AT 8'
L oFF cum MAIaMuM. CEDAR mo WOOD P= SHOULD
BE W DEMINIMUM.
Silt Fence Detail
NO SCALE
STORMWATER SYSTEM MAINTENANCE LAN
CONSTRUCTION OPERATIONS:
1) FOR PROPER OPERATION OF INFILTRATION SYSTEMS, IT IS
IMPERATIVE THAT THEY BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. DURING CONSTRUCTION AND UNTIL
SUCH TIME AS SITE IS STABLIZED WITH VEGETATION AND
PARKING AREAS ARE PAVED, OWNER SHALL INSPECT ALL
EROSION CONTROL DEVICES AFTER EVERY SIGNIFICANT
RAINFALL EVENT (I.E., > I" PRECIP.). ALL OVERLOADED OR
NON-FUNCTIONING EROSION/SEDIMENTATION DEVICES SHALL BE
REPAIRED OR REPLACED.
2) DURING CONSTRUCTION, OWNER SHALL INSPECT INLET
STRUCTURES AND REMOVE ACCUMULATED SEDIMENT AND/OR
OTHER MATERIALS AFTER EVERY SIGNIFICANT RAINFALL EVENT
OR ON A WEEKLY BASIS, WHICHEVER IS MORE FREQUENT.
NORMAL OPERATIONS:
1) DURING NORMAL OPERATIONS, OWNER SHALL INSPECT INLET
STRUCTURES AT 6 MONTH INTERVALS. ALL SEDIMENT SHALL
BE REMOVED AT SUCH TiME SEDIMENT DEPTH EXCEEDS 9".
SEDIMENT SHALL BE PROPERLY DISPOSED OF OFF -SITE,
2) DURING NORMAL OPERATIONS, OWNER SHALL INSPECT
GREASE SEPARATOR AT 6 MONTH INTERVALS. ALL
ACCUMULATED GREASE, OIL AND/OR OTHER FLOATABLES SHALL
BE REMOVED AND PROPERTY DISPOSED OF OFF -SITE.
3) PARKING AREAS SHALL BE SWEPT AND/OR BLOWN AT 6
MONTH INTERVALS. ALL ACCUMULATED SWEEPINGS SHALL BE
PROPERTLY DISPOSED OF OFF -SITE. IN CONJUNCTION WITH
SWEEPING OPERATIONS, OWNER SHALL VISUALLY INSPECT
PARKING AREAS FOR DAMAGED, LOOSE OR MISSING ASPHALT
PAVEMENT. DAMAGED/MISSING ASPHALT SHALL BE REPAIRED.
4) CUPPINGS FROM GRASS MOWING OPERATIONS SHALL BE
COLLECTED AND REMOVED FROM THE SITE, ALL DEBRIS
RESULTING FROM MAINTENANCE OF LANDSCAPING MATERIALS
(TREE AND SHRUB CLIPPINGS) SHALL BE PROPERLY DISPOSED
OF OFFSII'E. VEGETATIVE WASTE MATERIALS SHALL BE
PREVENTED FROM ENTERING STORMWATER SYSTEM,
5) AT FIVE YEAR INTERVALS, OWNER SHALL EMPLOY A
REGISTERED ENGINEER OR OTHER DESIGN PROFESSIONAL TO
EVALUATE THE CONDITION OF THE INFILTRATION SYSTEMS.
THIS EVALUATION SHALL, AT A MINIMUM, CONSIST OF AN
ON -SITE INSPECTION AND SHALL INCLUDE AN ASSESSMENT OF
INFILTRATIVE CAPACITY OF EACH SYSTEM FOLLOWING A
RAINFALL EVENT. ENGINEER SHALL PROVIDE CERTIFICATION
THAT SYSTEM IS OPERATING WITHIN DESIGN PARAMETERS.
6) AT SUCH TIME INSPECTION REVEALS THAT INFILTRATION
SYSTEM INFILTRATIVE CAPACITY HAS BEEN REDUCED TO } OF
DESIGN CAPACITY, OWNER SHALL REPAIR AND/OR REPLACE
INFILTRATION SYSTEMS AS MAY BE NECESSARY TO RESTORE
INFILTRATIVE CAPACITY.
EXISTING ROAD
R/W
CONSTRUCTION
ENTRANCE
PROFILE
R/W
PLAN VIEW
1. Stone size - Use MSHA size No. 2 (2-1/2' to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2'). Use
crushed stone.
2, Length - As effective, but not less than 50 feet.
3. Thickness - Not lase than six (6) Inches.
4. Width - Not less than full width of all points of
Ingress or egress. Minimum of 12'.
5. Washing -When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-cf-
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trop or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
B. Maintenance - The entrance shall be maintoined In a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
immediately.
Temp. Construction Entrance
NO SCALE
3000 P.S.I. CONCRETE
6' 7" 1-1/2' BCSC Superpave Type S9.58
8' CABC
12" ,~;+
g'.Z�iC��• COMPACTED SUBGRADE
F--1 CABC
NOTE:
1. CURB AND GUTTER ONLY TO BE USED
IN AREAS SHOWN ON PLANS
2. SPILL GUTTER TO BE USED iN AREAS
WHERE FLOW IS TO GO AWAY FROM GUTTER.
3. CROW DRIVES UNLESS GRADES INDICATE OTHERWISE.
Curb & Gutter / Paving Detail
WALK (WIDTH PER PLAN
3000 PSI CONCRETE SIDEWALK
ASPHALT 1 1/2' PER fN]O7
1/4-/FT• MIN. SLOPE MIN. SLOPE
SXS-10/10 WWM
BUILiNNG
Combination Curb/Sidewalk
NO SCALE
NO SCALE \
t
x15.2
N1231'15
8 \ 2IP'53"E \1 1 �' �' 1\ f /'' \� \\ \\\ \\ \\ I lr \\
4,5
N42':g-ij� DISTURBANCE
ti
4 DISTURBANCE
/UMIT \
GREASE/OIL Wetiond IrC1 1`
.:} +• fi/2' MESH'NARDE CLOTH ::a '.r." +;.:•
mmmmmm
ATCH
BASIN
mmmmm
111511115F OAF
Ti43 WASHED STONE
PLAN
RE CL
gg RDWAOTH
SECTION A -A
Block &Gravel Inlet Protection
NO SCALE
• 90.OD'
R/W
APPRO V
EWMMMOM
MANAG€Meff COMMM"
L1\
1) THIS PROJECT HAS BEEN DESIGNED SUCH THAT POST
DEVELOPMENT STORMWATER FLOWS DO NOT EXCEED PRE -
DEVELOPMENT FLOWS FOR THE 10-YEAR EVENT. IT IS NOT
ANTICIPATED THAT THIS PROJECT WILL IMPACT IN ANY WAY THE
INCIDENCE, DEPTH OR DURATION OF FLOODING ON ADJACENT OR
DOWNSTREAM PROPERTIES.
2) ACCORDING TO SURVEY PREPARED BY OTHERS, THIS TRACT
CONTAINS NO WETLANDS OR OTHER AREAS OF ENVIRONMENTAL
CONCERN. THIS PROJECT IS NOT ANTICIPATED TO HAVE ANY
ADVERSE IMPACT ON OFFSITE WETLANDS OR VEGETATION.
ast Guard Road
Co O, Ri.,
6
I, DAVID K. NEWSOM, HEREBY CERTIFY THAT THE STORMWATER
TREATMENT SYSTEM SERVING BELL COVE VILLAGE WAS CON-
STRUCTED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
CONSTRUCTION DRAWINGS. THIS CERTIFICATION IS BASED UPON
PERIODIC INSPECTIONS MADE DURING AND FOLLOWING CON-
STRUCTION OF THE PROJECT AND UPON "AS -BUILT" DATA
PROVIDED BY THE CONTRACTOR. WHERE "AS -BUILT" CONDI-,
TIONS DIFFER FROM THE DESIGN, THOSE DEVIATIONS ARE IN-
DICATED HEREON BY CLOUDED TEXT .
DAVID K. NEWSOM, PE
CRYSTAL COAST ENGINEERING, PA
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
O
SODDING
O
MULCHING
RIPRAP-LINED CHANNEL
LEVEL SPREADER
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
FABRIC DROP INLET PROTECTION (TEMP)
�-=J
BLOCK & GRAVEL INLET PROTECTION (TEMP)
13
TEMPORARY SEDIMENT TRAP
SILT FENCE
sf
ROCK DAM
Q
CHECK DAM
�-►-
PROPOSED FINISH GRADE
/
PROPOSED TOP OF CURB GRADE
PIPE LABEL
!0
i
TO -CIA
here: C = 0.20
1=7.5in/hr
A=2.93ac
Q = 0. 20 x 7.5 x 2.9 3
010pre = 4.40 cfs
VIOpre=2.0 fps(sheet flow)
ost development Flow & Velocity
II post development flows diverted to
n-site infiltration systems designed to
ccommodate first 2 inches of rainfall.
verflow from infiltration system will ex'
to via a 15" overflow pipe at 0.25%
rude. Capacity of this outlet pipe is
omputed at 3.30 cfs using Manning
quation• outlet pipe discharges to a
sgetated swale with adequate width to
mintain velocity to 2.0 fps.
010post = 3.30 cfs
N.C.G.S. MONUMENT
ETaO
NAD. 83 COa11DINAM
hi 3N.163.1e31 FEET
E- 2,50,38CI1084 FEET
•L
0
E
0
LUo
00 N
LO
U
Z
��STOP i7CHT
SURVEY DATA & BASE MAP FURNISHED BY
jorestigr 1110 011ru9Vin9, 10.2%.
501 WB MCLEAN BLVD, CAPE CARTERET, N.C. 28584
[phone]
STORMWATER DESIGN PREPARED BY
CRYSTAL COAST ENGINEERING IS
BASED UPON SURVEY PERFORMED
AND PROVIDED BY OTHERS.
ELEVATION CONTOURS BASED ON
TOPOGRAPHIC SURVEY BY JOHN P.
McLEAN ENGINEERING ASSOCIATES DATED
APRIL 5, 1991. A TOPOGRAPHIC SURVEY
OF THE ROAD CROSS SECTION AND
SURROUNDING AREA WAS DONE BY ALAN
BELL SURVEYING JANUARY, 2001. THE
TWO TOPOGRAPHIC SURVEYS HAVE BEEN
MERGED BY ALAN BELL SURVEYING.
ELEVATIONS SHOWN ARE PER THE
TOPOGRAPHIC SURVEY BY ALAN BELL
SURVEYING. (EXAMPLE: + 12.1)
THE SITE TOPOGRAPHY HAS NOT BEEN
FIELD VERIFIED BY CRYSTAL COAST
ENGINEERING, PA.
OGUE SOUN
Si NQ
COAST GUARD
ROAD
Vicinity
NORTK
CR
� DRIVE
EMERALD
DRIVE
REE
DRIVE
Maq
REVISIONS
OCT. 15, 2004 PER TOWN OF
EMERALD ISLE REVIEW
EMER&D ISLE REEVIE � OF
NOV. 30, 2004 REVISED
ELEVATIONS
SIQSM
DRAINAGE
DATA
Q=CIA
Where: C=0.80
1=7.5
AREA
AREA
PIPE
4N
QE
Q 4
D LA
LEN G
S,LQPE
A
0.61
-0-
3.66
15
4
1.00
B
0.82
-0-
4.92
15
4
1.00
C
0.65
-0-
3.90
15
18
0.39
D
0.50
-0-
3.00
15
4
1.00
E
0.24
-0-
1.41
15
34
0.21
AREA
AREA
LEG
SLOPE
F
0.61
-0-
1.22
10
62
0.25
G
0.61
-0-
1.22
10
116
0.25
H
0.82
-0-
1.64
10
24
0.25
1
0.65
-0-
1.30
10
32
0.25
J
0.65
-0-
1.30
10
227
0.25
K
2.08
-0-
3.30
12
126
0.25
L
0.50
-0-
1.00
10
10
0.25
M
2.58
-0-
3.30
15
48
0.25
N
0.24
-0-
0.48
10
8
0.25
0
2.82
-0-
3.30
15
34
0.25
ALL PIPE
BENEATH PAVEMENT
SHALL BE
RCP.
ALL OTHER PIPE MAY BE
RCP,
2-WALL HDPE OR SOLID
ALUMINUM.
PIPES
12' DIA OR LESS MAY BE
PVC(C900).
EROSION AND SEDIMENTATION
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0
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C
ND C,4
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CONTROL NOTES;
1. Sediment control devices and structures shall be Installed,
cc
maintained and amended as needed to provide effective
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control of accelerated sedimentation until the contributing
watersheds are stabilized.
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2. ConSeaueneec
A. Notify Engineer, Owner and Land Quality Section prior
p
-
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��
00
C.struction
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to beginning construction.
B. Install stabilized construction entrances.
C'
oP
C. Silt fence shall be installed at edge of clearing, on Oil
TIC
down slopes Immediately after area is cleared. Silt fence
shall be maintained until the area is stabilized competely.
0. Construct retaining wall along rear property line . Rough
grade site to appropriate aubgrade elevation. Install infil-
tration systems and storm drainage Install inlet
piping.
protection devices where indicated.
E. Fine grade and stabilize (seed and mulch) those areas not
to be paved and/or built upon. Construct and stabilize (sod)
vegetated filter (sod shall be pinned In place to prevent dis-
lodgement).
F. Maintain erosion control measures as needed to assure
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full functionabiillty.
G. Place ABC over compacted subgrods. Install asphalt
surface course.
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H. Reseed and mulch shoulders and ditches. Install liners on
'
all @wales (and provide ground cover an all exposed slopes.)
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PO4
I. Seed, fertilize, and mulch all disturbed areas within 15 days
the
of completing any phase of grading work.
J. Permanent groundcover for all disturbed areas within 15
. f...(
working days or no more than 90 calendar days following
completion of construction.
W
3.SmajAing SpagAflimtIons
Apply lime and fertilizer and work Into 4-6 inches of sop. Seed
mixture shall be distributed uniformly and covered with a clean
V
straw mulch. All mulch shall be crimped or asphalt tacked to help
hold in place. Material and application rates are as follows:
i atord 1 Application Rate
W1.4
(�
V
Y L
Lime 1000 lbs./ac.
Fertillzer (10-10-10) 800 lbs./ac.
-
Mulch 1.5 tons/cc.
Permanent Seeding
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Q
0" 4
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Common Bermuda
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(Unhulled Sept. 1 - April 1) 100 lbs./ac.
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(Hulled April - Sept 1) 75 lbs./ac.
Q
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:3
"Rebel" Fescue 50 Ibs./ac.
or
o
-6.+
Rye Grain (Sept. 1 - April 1 only) 30 Ibe./ac.
0
rT,
W
C
German Millet (Apr& 1 - Sept. 1 only) 50 Ibe./ac.
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Temporary Seeding
L, j
Dec. 15 - April 1
J
Koba Lespedezo 50 Ibs./ae.
0
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Rye Grain 100 Ibs./ac.
April 15 - Sept. 1
W
Q C
German Millet 40 Ibs./ac.
Sept. 1 - Dec. 15
IIt-
L)
d Lail 0
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Rye Grain 100 Ibs./ac.
0
= C1
4. Contractor is responsible for maintaining alli erosion control
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measures and amend measures as required to prevent
from
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mceleroted erosion taking place an this site.
5. Once all areas have been stabilized. contractor is to remove
temporary
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erosion control measures, regrade, & mulch to
restabiltze these
C
areas.
5. For additional requirements, mo the approved erosion
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and sedimentation permit.
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NOTES:
1. P.I.N. 5383-10-36-0829
M
_
3. TOTAL AREA IN THIS SUBDIVISION= 2.93 ACRES (BY
0
I�
3
COORDINATE COMPUTATION).
4.) REFERENCE: M.B. 30. PG. 354, 143; M.B. 8, PG. 52; D.B.
730,
LW
PG. 993; D.B. 1005, PG. 374.
5.) FLOOD ZONE: ZONE X PER F.I.R.M. 37200538300J, DATED JULY
Z
16, 2003.
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6.) ALTHOUGH THIS SUBDIVISION ABUTS 404 WETLANDS, NONE
W
M
EXIST WITHIN THIS SUBDIVISION.
0
7.) INFILTRATION SYSTEM DESIGN BASED UPON LAND AND SOILS
of
EVALUATION PREPARED BY LAND MANAGEMENT
W
GROUP,INC.,P.O. BOX 2522, WILMINGTON, N.C.
8.) TOTAL DISTURBED AREA = 3.1 AC.
9.) IMPERVIOUS SURFACE AREA - 92,549 SF (2.12 AC)
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PERCENT IMPERVIOUS - 72.5X
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OWNER/DEVELOPER:
COASTAL LAND VENTURES, INC.
IVE
8201 Emerald Drive
Emerald Isle, N.C. 28594
SCALE:
1 = 40
252-354-3830 DEC 0 1 2004
DATE:
9/27/2004
GRAPHIC SCALE
DWQ
P�,oJ #
PROJECT:
04-0107
0 20 40 80
180
DRAWN BY:
JC/DKN
{ IN FEET )
1 inch = 40 ft.
SHEET
1 /4
C
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12 QAIKIE 4 W aR 2'M4' MIUM MITE HOOKED OMna
P1+vDles P Cwrems ON METihL Poste, OR FANIUM
Cd1fe1
1D CEJIAR (R wow Paells IMbr ft s sT um
MA" Kam WON" 1,DIE4 MEIIOIE
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on AM DIEC:ID ey McRC M
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METAL, CEDAR OR 4 A4• T CAM Ia Posh AT e'
off GEIm MA1MMl11. LIWR AND M W POQi SHOUD
eE 3' DIV MINSIM
Silt Fence
Detail
NO SCALE
SMRMW6lgR SYSTEM MAINTENANCE P
CONSTRUCTION OPERATIONS:
1) FOR PROPER OPERATION OF INFILTRATION SYSTEMS, IT IS
IMPERATIVE THAT THEY BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. DURING CONSTRUCTION AND UNTIL
SUCH TIME AS SITE IS STABLIZED WITH VEGETATION AND
PARKING AREAS ARE PAVED, OWNER SHALL INSPECT ALL
EROSION CONTROL DEVICES AFTER EVERY SIGNIFICANT
RAINFALL EVENT (I.E., > j" PRECIP.). ALL OVERLOADED OR
NON --FUNCTIONING EROSION/SEDIMENTATION DEVICES SHALL BE
REPAIRED OR REPLACED.
2) DURING CONSTRUCTION, OWNER SHALL INSPECT INLET
STRUCTURES AND REMOVE ACCUMULATED SEDIMENT AND/OR
OTHER MATERIALS AFTER EVERY SIGNIFICANT RAINFALL EVENT
OR ON A WEEKLY BASIS, WHICHEVER IS MORE FREQUENT.
NORMAL OPERATIONS:
1) DURING NORMAL OPERATIONS, OWNER SHALL INSPECT INLET
STRUCTURES AT 6 MONTH INTERVALS. ALL SEDIMENT SHALL
BE REMOVED AT SUCH TIME SEDIMENT DEPTH EXCEEDS 9".
SEDIMENT SHALL BE PROPERLY DISPOSED OF OFF-SITE-
2) DURING NORMAL OPERATIONS, OWNER SHALL INSPECT
GREASE SEPARATOR AT 6 MONTH INTERVALS. ALL
ACCUMULATED GREASE, OIL AND/OR OTHER FLOATABLES SHALL
BE REMOVED AND PROPERTY DISPOSED OF OFF-SITE-
3) PARKING AREAS SHALL BE SWEPT AND/OR BLOWN AT 6
MONTH INTERVALS. ALL ACCUMULATED SWEEPINGS SHALL BE
PROPERTLY DISPOSED OF OFF -SITE. IN CONJUNCTION WITH
SWEEPING OPERATIONS, OWNER SHALL VISUALLY INSPECT
PARKING AREAS FOR DAMAGED, LOOSE OR MISSING ASPHALT
PAVEMENT. DAMAGED/MISSING ASPHALT SHALL BE REPAIRED.
4) CLIPPINGS FROM GRASS MOWING OPERATIONS SHALL BE
COLLECTED AND REMOVED FROM THE SITE. ALL DEBRIS
R SULTING FROM MAINTENANCE OF LANDSCAPING MATERIALS
(TREE AND SHRUB CLIPPINGS) SHALL BE PROPERLY DISPOSED
OF OFFSITE. VEGETATIVE WASTE MATERIALS SHALL BE
PREVENTED FROM ENTERING STORMWATER SYSTEM.
5) AT FIVE YEAR INTERVALS, OWNER SHALL EMPLOY A
REGISTERED ENGINEER OR OTHER DESIGN PROFESSIONAL TO
EVALUATE THE CONDITION OF THE INFILTRATION SYSTEMS.
THIS EVALUATION SHALL, AT A MINIMUM, CONSIST OF AN
ON -SITE INSPECTION AND SHALL INCLUDE AN ASSESSMENT OF
INFILTRATIVE CAPACITY OF EACH SYSTEM FOLLOWING A
RAINFALL EVENT. ENGINEER SHALL PROVIDE CERTIFICATION
THAT SYSTEM IS OPERATING WITHIN DESIGN PARAMETERS.
6) AT SUCH TIME INSPECTION REVEALS THAT INFILTRATION
SYSTEM INFILTRATIVE CAPACITY HAS BEEN REDUCED TO j OF
DESIGN CAPACITY, OWNER SHALL REPAIR AND/OR REPLACE
INFILTRATION SYSTEMS AS MAY BE NECESSARY TO RESTORE
INFILTRATIVE CAPACITY.
EXISTING ROAD
R/W , R/W
50' MIN.
LENGTH
CONSTRUCTION
ENTRANCE
PROFILE
(SEE NOTE) I
PLAN VIEW
1. as�signation Id4U3ea Wn No.22 ( 2- �� to - /21- U30A�TO
crushed stone.
2. Lengyth - As effective, but not less than 50 foot.
3. ThlaWtooll - Not leg than six (6) Inches.
4. Width - Not less than fuss wWth of all points of
Ingroos ar egress. Minimum of Ir.
5. washing - MB+erh neoeaarr wheals shill be cleaned to
remove li on o�isin�p Ii or �r9WIrod, It steal be done an and
area stabilized with gushed stone which drakes Into an
approved sediment trap or sediment basin. Al sediment
dt be waterc watercourse prevented
use of sandbags, gravel. boards
or
or other approved methods.
a. MakhHnonce -- The entrance shot be maintained In a
condition which will Prevent tracking or flowing of
sediment onto public rights -of -way. Thls may require
periodic top dressing with additional stone as conditions
demand and repair and/or aaonaut of any meaeune used to
trap sediment Al sediment. W1119d. draPPb• washed or
trodad onto public rights-of-woy must be removed
Immediately.
Temp. Construction Entrance
NO SCALE
3000 P.S.L CONCRETE
e'
1-IA* OCSC Superpave Type $9.5B
12 Ff
"21L.
1. CURB AND CUTTER ONLY TO BE USED
N AREAS SHOW ON PLANS
2. SPILL GUTTER TO BE USED IN AREAS
VNERE Flow IS TO 00 AWAY FROM GUTTER.
3. CR M1 DROVES UNLESS GRADES MgICATE OTHERWISE.
Curb & Gutter / Paving Detail
'- NO SCALE
WALK INOTH PER PLAN
3000 PSI CONCRETE SIDEWALK
ASPHALT 1 1/2'..PERR RIOT
1/4"/FT. MIN. SLOPE ITN OPE
e•"_
GXe-IQ/10 wwM
; war' -rr
Combination Curb/Sidewalk
NO SCALE
\ i N
\ ` I xl5.i
xi5.2 f 1 \ 1
oanAawim
\ J \ \\ 1
LIMIT wetland
\ l ..10DISTURSANa
�\ xt? Lar \
�I1.4
NESkI•iIARDW4RE CLOTH
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New
1111111111
0M
B' X 16•
CONCRETE BLOCK
TCH
BASIN!
----------
TEMP. CONSTk
ENTRANCE
L
kD I
k
1) THIS PROJECT HAS BEEN DESIGNED SUCH THAT POST
DEVELOPMENT STORMWATER ROWS DO NOT EXCEED PRE -
DEVELOPMENT FLOWS FOR THE 10-YEAR EVENT. IT IS NOT
ANTICIPATED THAT THIS PROJECT WILL IMPACT IN ANY WAY THE
INCIDENCE, DEPTH OR DURATION OF FLOODING ON ADJACENT OR
SECTION A - A DOWNSTREAM PROPERTIES.
2) ACCORDING TO SURVEY PREPARED BY OTHERS, THIS TRACT
CONTAINS NO WETLANDS OR OTHER AREAS OF ENVIRONMENTAL
Block &Gravel Inlet Protection CONCERN.
ANTICIPATED ANY
IMPACT ON OFFSITEOFFSITEFSITE WETLANDS OR VEGETATION.
NO SCALE
�'' .y' ,' �•• ili VASHED STONE
PLAN .
'.
,. ,::�,
�
1�►MIRDWARE CLDTH
❑ ❑❑ ❑❑ ❑❑ ❑
STAfE���.-'
09ast Guard Road
60' fZ%W
I, DAVID K,, NEWSOM, HEREBY CERTIFY THAT THE STORMWATER
TREATMENT SYSTEM SERVING 13ELL COVE VILLAGE WAS CON-
STRUCTED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
CONSTRUCTION DRAWINGS. THIS CERTIFICATION IS BASED UPON
PERIODIC INSPECTIONS MADE DURING AND FOLLOWING CON-
STRUCTION OF THE PROJECT AND UPON `AS -BUILT" DATA
PROVIDED BY THE CONTRACTOR. WHERE "AS -BUILT" CONDI-
TIONS DIFFER FROM THOSE DEVIATIONS ARE IN-
DICATED HEREON SY C U D TEXT .
DAVID K. NEWSOM, PE
CRYSTAL COAST ENGINEERING, PA
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/UT
SODDING
O
MULCHING
NO
RIPRAP-LINED CHANNEL
e11141*
LEVEL SPREADER
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PR07ECTION (TEMP)
® I
FABRIC DROP MET PROTECTION (TEMP)
BLOCK A GRAVEL NLET PROTECTION (TEMP)
TEMPORARY SEDIMENT TRAP
SILT FENCE
sf-
ROCK DAM
1
CHECK DAM
♦ ♦,
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LABEL
ft ` If
110-CIA
where: C = 0.20
1= 7.5 i n/ h r
A = 2.93 ac
0 - 0.20 x 7.5 x 2.93
QIW* . 4.40 tfs
VIOpn=2.0 fps(sheet flow)
111 post development flows diverted to
n-site Infiltration systems designed to
accommodate first 2 Inches of rainfall.
1veMow from infiltration system will exi
ite via a 15" overflow pipe at 0.25%
lade. Capacity of this outlet pipe is
,amputed at 3.30 cfs using Manning
:quation. Outlet pipe discharges to a
Iegetated swale with adequate width to
naintain velocity to 2.0 fps.
010post = 3.30 cfs
1
_>
•L
LI
W
u� 0
00
L !
U
Z
STOP uGHT
�I
it
I
SPECIAL NOTE CONCERNING SURVEY
STORMWATER DESIGN PREPARED BY
CRYSTAL COAST ENGINEERING IS
BASED UPON SURVEY PERFORMED
AND PROVIDED BY OTHERS.
ELEVATION CONTOURS BASED ON
TOPOGRAPHIC SURVEY BY JOHN P.
McLEAN ENGINEERING ASSOCIATES DATED
APRIL 5, 1991. A TOPOGRAPHIC SURVEY
OF THE ROAD CROSS SECTION AND
SURROUNDING AREA WAS DONE BY ALAN
BELL SURVEYING JANUARY. 2001. THE
TWO TOPOGRAPHIC SURVEYS HAVE BEEN
MERGED BY ALAN BELL SURVEYING.
ELEVATIONS SHOWN ARE PER THE
TOPOGRAPHIC SURVEY BY ALAN BELL
SURVEYING, (EXAMPLE: + 12.1)
THE SITE TOPOGRAPHY HAS NOT BEEN
FIELD VERIFIED BY CRYSTAL COAST
ENGINEERING, PA.
40
REVISIONS
NORTK OCT. 13, 2004 PER 70101 of
EMERALD ISO£ REVIEW
GUE SOON
CR
S i DRIVE
EMERALD
DRIVE
COAST GUARD R
ROAD DRIVE
Vicinity Map
5TORM DRAINAGE
Q=CIA
DATA
Where:
C-0.80
1-7.5
AREA
AREA
eff
ON
QEE
Q1Q
M
LEdSa:
SLQ
A
0.61
-0-
3.66
15
4
1.00
B
0.82
-0-
4.92
15
4
1.00
C
0.65
-0-
3.90
15
1a
0.39
D
0.50
-0-
3.00
15
4
1.00
E
0.24
-0-
1,41
15
34
0,21
AREA
AREA
M
ON
QEE
fl14
IIIB
LEND
SLOPE
F
0.61
-0-
1.22
10
62
0.25
G
0.61
-0-
1.22
10
116
0.25
H
0.82
-0-
1.64
10
24
0.25
1
0.65
-0-
1.30
10
32
0.25
J
0.65
-0-
1.30
10
227
0.25
K
2.08
-0-
3.30
12
126
0.25
L
0.50
-0-
1.00
10
10
0.25
M
2.58
-0-
3.30
15
48
0.25
N
0.24
-0-
0.48
10
a
0.25
0
2.82
-0-
3,30
15
34
0.25
ALL PIPE BENEATH PAVEMENT SHALL BE
RCP. ALL OTHER PIPE
MAY BE RCP,
2-WALL
HDPE OR SOLID ALUMINUM.
PIPES 12' DIA OR LESS
MAY BE
P VC(C900).
EROSION AND SEDIMENTATION
CONTROL NOTES:
I. Sediment control devices and structures sholl be Installed.
maintained and amended as needed to provide effective
control of accelerated sedimentation unti the contributing
watersheds are stabilized.
2.
A. Notify Engineer, Owner and Land quality Section prior
to bbnnqqzoNo ctlon
true
Inst.
entrances,
C. Sit hap shall be installed at edge of clearing, an all
down slopes immad"!:j'y after area Is cleared. Sit Woo
shall be
maintained untOl the area is stabilized compstaly.
0. Construct retaining
rapwall donate pbgrreaar property lime . Rough
alte to lretlan systems and storm drainage 1pipingg. Install inlet
protection do*" where Indicated.
E. Fine grade and stabilize (end and mulch) those areas not
to be paved and/or built upon. Construct and stabilize (sod)
vegetated liter (sod shop be pinned In place to prevent dis-
[adbtain erogerinant}.
F. Mosion control msasures as needed to assure
full functlonability.
G. Place ABC over compacted sub¢ade• Instal asphalt
surface course.
N. Reseed and mulch shoulders and ditch*& Install liners an
all "alas (and provide ground cover on all exposed slopes.)
1. Seed, fsrtllm and mulch all disturbed areas within 15 days
of completing any Phase of the grading work.
41. Permanent groundeover for all disturbed areas within 15
working days or no more than 00 calendar days fallowing
completion of construction.
3.
izer and work Into 4-6 inches of
m Ptun andinbe dhtrWted uniformly and covered with o dean
straw mulch. All much shall be crimped or asphalt tacked to help
hold In pkace, Material and appikx m rates an as follows:
IMstsdel AQWiGaiWLgate
Lime t 00o Ibs./arc.
Fertilizer (10-10-10) a00 lbs./ac.
M1ddn 1.5 tons/oar
moron Bermuda
(Unhuled Sept. I - April 1) 100 Ibs./ac.
(Hulled April - Sept. 1) 75 lbs./arc.
'Rebel' Fescue 50 Ibs./oar
Rye train (Sept. 1 - April 1 only) 50 Ibs./ac.
German Millet (Apra 1 - Sept. I only) 50 Ibs./arc.
Dec. 15 -Agri 1
Kobe Leepedeaa 50 Ibs./oc.
Rye Groin I00 lbs./arc.
ApH 15 - Sept. I
German Millet 40 lbs./ao.
Sept. 1 - Dee 15
Rye :rain 100 Ibs./ac.
4. Contractor Is reepanebie for maintaining all erosion control
measurer and amend measures as required to prevent
accelerated erosion from taking plop an this sits.
5. Once all reae have been stabilized, contractor is to remove
teRlparary erosion control measures, regrode, & mulch to
restabilze thess areas.
6. For additional requirements, eve the apprvvwd roston
and sedimentation permit.
NOTES:
1. P.I.N. 5383-10-36-0829
2. ZONING- 83
3. TOTAL AREA IN THIS SUBDMSION- 2.93 ACRES (BY
COORDINATE COMPUTATION).
4.) REFERENCE: M.B. 30, PG. 364, 143, M.B. 8. PG. 52, D.B. 730.
PG. 993. D.B. 1005. PG. 374.
5.) FLOOD ZONE: ZONE X PER F.I.R.M. 37200538300J, DATED JULY
16, 2003.
6.) ALTHOUGH THIS SUBDIVISION ABUTS 404 WETLANDS, NONE
EXIST WITHIN THIS SUBDIVISION.
7.) INFILTRATION SYSTEM DESIGN BASED UPON LAND AND SOILS
EVALUATION PREPARED BY LAND MANAGEMENT
GROUP,INC.,P.O. BOX 2522, WILMINGTON. N.C.
8.) TOTAL DISTURBED AREA - 3.1 AC.
9.) IMPERVIOUS SURFACE AREA - 92,549 SF (2.12 AC)
PERCENT IMPERVIOUS - 72.5X 1 S
O�V_NER/DEVELOPER:
COASTAL LAND VENTURES, INC. 11
8201 Emerald Drive J
Emerald Isle, N.C. 28594
252- 354- 3830
GRAPHIC SCALE
0 20 40 1110 100
( IN FEET )
I inch - 40 ft~
Q
L
(O
O
0 O
C
Ul I
C
'C
UJ
N M
•L
LLI
C LLI
C
CP
rO 0
to
m
U
•s1••�
(n
v .
Y
(O
3
a
O 1
U
1
8�
C
� M
c
ur`
o
_...
C)
4-J
C
00
�
V
U
a
W
. f.. j
o
W
*d
V)
Y
LIJ
0.4
o
O
V
J
two
r
0o�
0
U
F
0
W
I
LLd
�
0
e
l� a
w
�
GU
U
0
0
C
fn
C
O j
0
CC
C
LLI JM
CL
SCALE: 1 " = 40'
DATE: 9/27/2004
PROJECT: 04--0107
DRAWN BY: JC/DKN
SHEET 1/4
; .
''.
S �
f ,l. „ sr S � � r'r•�:}.
Lr��u; nit-� •gig '✓ 17'1 ?.j'�ri .rr,=Fr��'.i

L%: � �-.. � -�_ _sl.�.:,_._.' T..._t�`_e__ `---':_a. _.. ,.._ _ .'i �._ _... ... ..1'i: � _ .. .,. ...._ . .,_._,�:i �S.�.�.'•.�.�ih,�:�!I.;:tiLi.''11i.. �;:5 is_ .,!'.�._"�: n.�_I
F-
Ld
Q
ir)
O
CD
CD
(v
C/�D1)
70
N
Ui
d
4
Cn
3
�J
U
(i1
PA
CD
CD
CU
U
J
12 OAUOE 4'14' ol! 2 Xe +AELDED WE HOG= ONTO
PREFORIKp C�lM - - METAL POSTS, OR FASTEM
TO cim OR w000 POSTS wITH No, a STAPLES.
ULTRAM U PIESISTIM to I~
I'ABRIC OR EOUIYeLENr TO HIRE
WITH TALTAL CLIPS OR INK AT a' OFF
CENTER.
• WA1pMRM SEOMMIT STORMOE LORL REMOVE
lJEAMIEUT W*X TM U NEL IS REAOMM
/ OR AS OMKCTEO By INSPECTOR
NAr M L ORAOE
- OOM VKH SOL AM TAMP MACKIML
' CAIW 6' OF WFIF RM TRUM.
2' MINIM
METAL OEOM OR 4 W TREA M e1000 PM AT e'
OFF CEMER MAhIRRLM. CEOAR AND N400 POSTS WNW
SE s OM (@MMe1M.
Silt Fence Detail
NO SCALE
STORMWATER SYSTEM MAINTENANCE PLAN
CONSTRUCTION OPERATIONS:
1) FOR PROPER OPERATION OF INFILTRATION SYSTEMS, IT IS
IMPERATIVE THAT THEY BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. DURING CONSTRUCTION AND UN71L
SUCH TIME AS SITE IS STABLIZED WITH VEGETATION AND
PARKING AREAS ARE PAVED, OWNER SHALL INSPECT ALL
EROSION CONTROL DEVICES AFTER EVERY SIGNIFICANT
RAINFALL EVENT (I.E.. > j" PRECIP.). ALL OVERLOADED OR
NON-FUNCTIONING EROSION/SEDIMENTATION DEVICES SHALL BE
REPAIRED OR REPLACED.
2) DURING CONSTRUCTION, OWNER SHALL INSPECT INLET
STRUCTURES AND REMOVE ACCUMULATED SEDIMENT AND/OR
OTHER MATERIALS AFTER EVERY SIGNIFICANT RAINFALL EVENT
OR ON A WEEKLY BASIS, WHICHEVER IS MORE FREQUENT.
NORMAL OPERATIONS:
1) DURING NORMAL OPERATIONS, OWNER SHALL INSPECT INLET
STRUCTURES AT 6 MONTH INTERVALS. ALL SEDIMENT SHALL
BE REMOVED AT SUCH TiME SEDIMENT DEPTH EXCEEDS 9".
SEDIMENT SHALL BE PROPERLY DISPOSED OF OFF -SITE.
2) DURING NORMAL OPERATIONS, OWNER SHALL INSPECT
GREASE SEPARATOR AT 6 MONTH INTERVALS. ALL
ACCUMULATED GREASE, OIL AND/OR OTHER FLOATABLES SHALL
BE REMOVED AND PROPERTY DISPOSED OF OFF -SITE.
3) PARKING AREAS SHALL BE SWEPT AND/OR BLOWN AT 6
MONTH INTERVALS. ALL ACCUMULATED SWEEPINGS SHALL BE
PROPERTLY DISPOSED OF OFF -SITE. IN CONJUNCTION WITH
SWEEPING OPERATIONS, OWNER SHALL VISUALLY INSPECT
PARKING AREAS FOR DAMAGED, LOOSE OR MISSING ASPHALT
PAVEMENT. DAMAGED/MiSSING ASPHALT SHALL BE REPAIRED.
4) CLIPPINGS FROM GRASS MOWING OPERATIONS SHALL BE
COLLECTED AND REMOVED FROM THE SITE. ALL DEBRIS
RESULTING FROM MAINTENANCE OF LANDSCAPING MATERIALS
(TREE AND SHRUB CLIPPINGS) SHALL BE PROPERLY DISPOSED
OF OFFSITE. VEGETATIVE WASTE MATERIALS SHALL BE
PREVENTED FROM ENTERING STORMWATER SYSTEM.
5) AT FIVE YEAR INTERVALS, OWNER SHALL EMPLOY A
REGISTERED ENGINEER OR OTHER DESIGN PROFESSIONAL TO
EVALUATE THE CONDITION OF THE INFILTRATION SYSTEMS.
THIS EVALUATION SHALL, AT A MINIMUM, CONSIST OF AN
ON -SITE INSPECTION AND SHALL INCLUDE AN ASSESSMENT OF
INFILTRATIVE CAPACITY OF EACH SYSTEM FOLLOWING A
RAINFALL EVENT. ENGINEER SHALL PROVIDE CERTIFICATION
THAT SYSTEM IS OPERATING WITHIN DESIGN PARAMETERS.
6) AT SUCH TIME INSPECTION REVEALS THAT INFILTRATION
SYSTEM INFILTRATIVE CAPACITY HAS BEEN REDUCED TO I OF
DESIGN CAPACITY, OWNER SMALL REPAIR AND/OR REPLACE
INFILTRATION SYSTEMS AS MAY BE NECESSARY TO RESTORE
INFILTRATIVE CAPACITY.
EXISTING ROAD
R/W
CONSTRUCTION
ENTRANCE
PROFILE
R/W
PLAN VIEW
conatrurlion Specifications
1. Stone size - Use MSHA size No. 2 (2-1/2• to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2' to 1-1/2•). Use
crushed stone.
2. Length - As effective, but not less than 50 fast
3. Thicknep - Not Ion than six (6) inches.
4. Width - Not less than full width of ail points of
ingress or egress. Minimum of 12'.
5. Washing -When necessary, wheels @hall be cleaned to
remove sediment prior to entrance onto public right-of-
way. Wien washing is required. it shall be done on an
area stabilized with crushed *tans which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain. ditch,
or watercourse through use of sandbags, gravel, board*
or other approved methods
6. Maintenance - The entrance shill be malntokt In a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or deanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
Immediately.
Temp. Construction Entrance
NO SCALE
3D00 P.S.I. CONCRETE
6•
.':. 6• 7- 1-1/2- BCSC Supw"vs Type $9.58
is >}• CASC
12• �1.j.....� ice.: ' __. � •.�
?/' - COMPACTED SUBGRADE
CABC
F_IIH
WILL
1. CURB AND GUTTER ONLY TO BE USED
IN AREAS SHOWN ON PLANS
2. SPILL GUTTER TO BE USED IN AREAS
WHERE FLOW IS TO GO AWAY FROM GUTTER.
3. CROWN DRIVES UNLESS GRADE$ INDICATE OTHERWISE.
Curb & Gutter / Paving Detail
WALK(WIDTH PER PLAN
3000 PS CONCRETE 90EwALK
ASPHALT 1/4•I MN. SLOPE 1
611
WWM
BULDNG
Combination Curb/Sidewalk
NO SCALE \ ti
I
// ! x154
`x1 5.2
\ 1
ti�g xis`/(9
' N1t3145
953-E
DISTURBANCE
ELL, LIMIT
Wetland I \\\ ` � J � •o \j � \\ \ \ ! I I /
DISTURBANCTL T /
\ x LIMIT\
C��GREASEANL Wrtland 11 4
- _ ...•• -- ZJu AM N w
90.00•
POMP IMF "M
-------_- _-.---------
14ESIt �1MI111Y ORE CLOTH
F
__11EME111011EM
MEENEENE1
NEEN
MEN
�' 1l� VASFIEIS STONE '�: ''` •.
PLAN
DWARE CLOTH
SECTION A -A
Block & Gravel Inlet Protection
NO SCALE
R W,-
C�
- T�• p,
1) THIS PROJECT HAS BEEN DESIGNED SUCH THAT POST
DEVELOPMENT STORMWATER FLOWS DO NOT EXCEED PRE -
DEVELOPMENT FLOWS FOR THE 10-YEAR EVENT. IT IS NOT
ANTICIPATED THAT THIS PROJECT WILL IMPACT IN ANY WAY THE
INCIDENCE, DEPTH OR DURATION OF FLOODING ON ADJACENT OR
DOWNSTREAM PROPERTIES.
2) ACCORDING TO SURVEY PREPARED BY OTHERS, THIS TRACT
CONTAINS NO WETLANDS OR OTHER AREAS OF ENVIRONMENTAL
CONCERN. THIS PROJECT IS NOT ANTICIPATED TO HAVE ANY
ADVERSE IMPACT ON OFFSITE WETLANDS OR VEGETATION.
coast Guard Road
6o' R/S A _r
vv
I, DAVID K. NEWSOM, HEREBY CERTIFY THAT THE STORMWATER
TREATMENT SYSTEM SERVING BELL COVE VILLAGE WAS CON-
STRUCTED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
CONSTRUCTION DRAWINGS. THIS CERTIFICATION IS BASED UPON
PERIODIC INSPECTIONS MADE DURING AND FOLLOWING CON-
STRUCTiON OF THE PROJECT AND UPON "AS -BUILT" DATA
PROVIDED BY THE CONTRACTOR. WHERE "AS -BUILT" CONDI-
TIONS DIFFER FROM THE DESIGN, THOSE DEVIATIONS ARE IN-
DICATED HEREON BY CLOUDED TEXT .
DAVID K. NEWSOM, PE
CRYSTAL COAST ENGINEERING, PA
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/tXT
SODDING
O
MULCHING
O
RiPRAP-LINED CHANNEL
ye��
LEVEL SPREADER
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
Q
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK d< GRAVEL INLET PROTECTION (TEMP)
TEMPORARY SEDIMENT TRAP
SILT FENCE
-of
ROCK DAM
Q
CHECK DAM♦
-►-
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LABEL
"A91
10-CIA
,here: C - 0.20
17.5in/hr
A 2.93 cc
0 = 0.20 x 7.5 x 2.93
010pre = 4.40 cfs
V10pre-2.0 fps(sheet flow)
oak development Flow dt Velocity
A post development flows diverted to
n-site infiltration systems designed to
ccommodate first 2 inches of rainfall.
Iverflow from infiltration system will exi
Its via a 15" overflow pipe at 0.25%
rode. Capacity of this outlet pipe is
omputed at 3.30 cfs using Manning
quatlon. Outlet pipe discharges to a
egetated Swale with adequate width to
Taintain velocity to 2.0 fps.
Q10post = 3.30 cfs
R.CA.S. waloam
END
NA0. 13 000Ie110M
R. 33@,1 @3.1 @31 FEET
E- L502.3@4.00154 FEET
V
Z
V&TOP LIGHT
STORMWATER DESIGN PREPARED BY
CRYSTAL COAST ENGINEERING IS
BASED UPON SURVEY PERFORMED
AND PROVIDED BY OTHERS.
ELEVATION CONTOURS BASED ON
TOPOGRAPHIC SURVEY BY JOHN P.
McLEAN ENGINEERING ASSOCIATES DATED
APRIL 5, 1991. A TOPOGRAPHIC SURVEY
OF THE ROAD CROSS SECTION AND
SURROUNDING AREA WAS DONE BY ALAN
BELL SURVEYING JANUARY, 2001. THE
TWO TOPOGRAPHIC SURVEYS HAVE BEEN
MERGED BY ALAN BELL SURVEYING.
ELEVATIONS SHOWN ARE PER THE
TOPOGRAPHIC SURVEY BY ALAN BELL
SURVEYING. (EXAMPLE: + 12.1)
THE SITE TOPOGRAPHY HAS NOT BEEN
FIELD VERIFIED BY CRYSTAL COAST
ENGINEERING, PA.
COAST GUARD
ROAD
Vicinity Ma
STORM DRAIN69E
Q=CIA
DATA
Where: C=0.80
1-7.5
AREA
AREA
eff ON
QFE
g1Q
M
LENG
SLOP
A 0.61
-0-
3.66
15
4
1.00
B 0.82
-0-
4.92
15
4
1.00
C 0.65
-0-
3.90
15
18
0.39
D 0.50
-0-
3.00
15
4
1.00
E 0.24
-0-
1.41
15
34
0.21
AREA
AREA
Ten Qhl
Qf E
Q14
M
LENGTH
SI EE
F 0.61
-0-
1.22
10
62
0.25
G 0.61
-0-
1.22
10
116
0.25
H 0.82
-0-
1.64
10
24
0.25
1 0.65
-0-
1.30
10
32
0.25
J 0.65
-0-
1.30
10
227
0.25
K 2.08
-0-
3.30
12
126
0.25
L 0.50
-0-
1.00
10
10
0.25
M 2.58
-0-
3.30
15
48
0.25
N 0.24
-'-0-
0,48
10
8
0.25
0 2.82
-0-
3.30
15
34
0.25
ALL PIPE BENEATH PAVEMENT SHALL BE
RCP. ALL OTHER PIPE
MAY BE RCP,
2-WALL HOPE OR SOLID
ALUMINUM.
PIPES 12' DIA OR LESS
MAY BE
PVC(C900).
EROSION AND SEDIMENTATION
®
NOiFaTK
REVISIONS
OCT. 15. 2004 PER TOWN OF
EMERALD ISLE REVIEW
NOV. 1, 2004 PER TOWN OF
EMERALD ISLE REVIEW
r�r
NOV. 30, ZOD4 REVISED
ELEVATIONS
CREW
DRIVE
EMERALD
DRIVE
_BM__
DRIVE
0
LD
CONTROL NOTES:
1. Sediment control devlca and structures shall be Installed.
maintained and amended as needed to provide effective
can" of accelerated sedimentation until the contributing
watersheds are stabilized.
2.
A. Notify Engineer, Owner and Land Gudity Section prior
to beginning construction.
B. Install stabilised construction entrances.
C. Slit fence shall be installed at edge of d ' Ing, on all
down Mopes Immedlatel after area is d ed. Silt fence
shall be maintained until the area is et illzed urn telly.
D. Construct retaining wall along rear prop y line . Rough
grade site to appropriate subgrade elevation. Install Infil-
trotion systems and @term drainage piping. Install Inlet
protection devices where Indicated.
E. Fine grode and stabilize (seed and mulch) those areas not
to be paved and/ar built upon. Construct and stabilize (sod)
vegetated filter (sod @hall be pinned in place to prevent dis-
lodgemen0.
F. Maintain wvsbn control measures as needed to assure
full functlonablRity.
C. Place ABC over compacted subgrods. Install asphalt
surface course.
H. Reseed and mulch shoulders and ditches. Install linen an
all swales (and provide ground cover on all ehq►osed slopes.)
I. Seed, fertilize, and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
J. Permanent groundcover for all disturbed areas within 15
working days or no more than 90 calendar days following
completion of construction,
3.
Apply Irne and fertilizer and work into 4-6 Inches of soil. Seed
mixture @hall be distributed uniformly and covered with a dean
strow mulch. All mulch shall be crimped or asphalt tacked to help
hold In place. Material and application rate@ are as follows:
maiKizil AnalkmHen Rate
Lima 1000 lbs./ac.
Fertilizer (10-10-10) 600 lbs./ac.
Mulch 1.5 tans/oc.
Perrnmat ARE"
Common Bermuda
(Unhufled Sept. 1 - April 1) 100 ibs,/ac.
(Hulled April - Sept. 1) 75 lbs./ac.
"Rebel' Foams 50 lbs./ac.
Rye Grohs (Sept. 1 - April 1 only) 50 lbs./oc.
German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
Dec 15 - April 1
Kobe Lespedeta 50 lbs./ac.
Rye Grain 100 lbs./ac.
April 15 - Sept. 1
German Millet 40 lbs./oc.
Sept. 1 - Dec. 15
Rye Grain 100 lbs./ac.
4. Contractor Is responsible for maintalning dill erosion control
measures and amend measures oe required to prevent
accelerated erosion from taking plum an this sits.
5. Once oil areas have been stabilized, contractor is to remove
temporary erosion control measures, regrode, ik mulch to
restablilts these areas.
6. For additional requirements, we the approved erosion
and sedimentation permit,
NOTES:
1. P.I.N. 5383-10-36-0829
2. ZONING= B3
3. TOTAL AREA IN THIS SUBDIVISION- 2.93 ACRES (BY
COORDINATE COMPUTATION).
4.) REFERENCE: M.B. 30. PG. 364. 143; M.B. 8. PG. 52; D.B. 730,
PG. 993; D.B. 1005, PG. 374.
5.) FLOOD ZONE: ZONE X PER F.I.R.M. 37200538300J, DATED JULY
16, 2003.
6.) ALTHOUGH THiS SUBDIVISION ABUTS 404 WETLANDS, NONE
EXIST WITHIN THIS SUBDMSiON.
7.) INFILTRATION SYSTEM DESIGN BASED UPON LAND AND SOILS
EVALUATION PREPARED BY LAND MANAGEMENT
GROUP,INC.,P.O. BOX 2522, WILMINGTON, N.C.
8.) TOTAL DISTURBED AREA = 3.1 AC.
9.) IMPERVIOUS SURFACE AREA - 92,549 SF (2.12 AC)
PERCENT IMPERVIOUS - 72.5%
WN R P R
COASTAL LAND VENTURES, INC.
8201 Emerald Drive
Emerald Isle, N.C. 28594
252-354-3830
GRAPHIC SCALE
a 20 40 so 160
( IN FEET )
i inch - 40 ft.
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DATE: 9/27/2004
PROJECT: 04-0107
DRAWN BY: JC/DKN
SHEET 1 /4
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REVISIONS
ww. w =4 REVISER ELEVAnm
WN. 30, 2OD4 REVISED
ELEVATIONS
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SYSTEM 3
DRAINAGE AREA
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O N
I RETAIL
I 10, 034.S.E
I - -- -�
aVII r r I
C14G W I r(-SIS, 3
ORANAOE AREA I# 3
/ r C
10' WALK
jUbNTION MH
TO -19
r -P INV-16.69
SYSTEM 3
DUNAGEjjNFILj3A�ONjSj$TE0 I
I
1 S" IN T
r
I 5 SIDEWALK
.---- -- - - -w-- -w...._...,.,...__._
\SYSnM 3
I 1 / DRAMWE AREA
Coast Guard Road
604 R/VV
PLAN - SYSTEM 3
SCALE: 1 = 40'
SYSTEM 3 DESIGN CRITERIA
Total Impervious Surface Area (BUA) - 23,933 sf
Drainage Area - 28,530 of
% Impervious (1) - 83.89%
Rv = 0.05 + 0.0090(I)
= 0.8050
Required Storage Volume* = Drainage Area x Rv x 2"/12
= 3,828 cf
* based upon Emerald Isle Requirement for retaining first 2" rainfall
Infiltration System Volume
X sectional Area of Trench = 3.5(height) x 21(width) = 73.5 of
X sectional Area of Pipes = 7.07 of x 3 pipes = 21.2 of
X sectional Area of Voids = (73.5 of -- 21.2 sf)0.35* = 18.3 cf/ft
* Void Ratio - 35X
Unit Volume = 21.2 sf + 18.3 of = 39.5 cf/ft
Required Minimum Length = 3,828 cf/39.5 cf/ft
= 96.9' (97' Provided)
F SYSTEM
ELEV. 1 .
I
BOTTOM OF SYSTEM
'UNgj5MRjED Sy T NON -WOVEN GEO-
TEXTILE FILTER FABRIC
SHW'i> -ELFV- 13.0'
NOTES:
1, INFILTRATION AND MANIFOLD PIPES SHALL BE CORREGATED
ALUMINUM PIPE (CONTECT "CORLIX LOCKSEAM" OR EQUAL.
INFILTRATION PIPE SHALL BE PERFORATED (0.25' MIN DIA).
MANIFOLD PIPES SHALL BE SOLID. ALL CONNECTIONS SHALL
BE FACTORY WELDED OR FACTORY FURNISHED JOINTS.
2. STONE USED IN INFILTRATION TRENCHES SHALL BE CLEAN
WASHED NO. 57 STONE.
3. GEOTEXTILE FABRIC SHALL BE CONTECH NON -WOVEN
C-60NW OR EQUAL.
WASHE
STONE
NON -WOVEN GEO-
TEXTILE FILTER FABR
97'
BASE COURSE
r�
36 C.M.P. 36 C.M.P.
(ALL PIPES) (ALL PIPES)
3 AREA
INLET STRUCTURE
TOP-19.40
15" INV OUT-15.71
WEIR ELEV-18.00
10" INV OUT-16.77
211-aw
4'-6" 6'-0' 6'-0" 4'-6"
WASHED
-STONE
15' CMP INLET
LONGITUDINAL SECTION
NO SCALE
SHWT- ELEV. 13.0'
CROSS SECTION
NO SCALE
INLET STRUCTURE
(SEE DETAIL)
10 BY
PASS
JUNCTION MH
TOP-19.54
INV-15.81
INLET STRUCTURE
TOP-19.40
15" INV OUT-15.71 x3i.4
_ WEIR ELEV-18.03
10" INV OUT--15.83
PROP. RET WALL - TOP 1 J (bE l ey pTM S
(DESIGN BY O l
0
/jam.
RESTAI--
3. r 't'
vi
ARCH
JUNCTION MH
TOP-19.81
INV-16.12
f
MpS�R r SYSTEM 4
"DRAINAGE AREA
r
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AREA 1---
J LL:
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RETAIL
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� SYSTEMI 4
W f I DRAINAGE AREA
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/ 1n' WAIle ,
' ow INFILTRATION SYSTEM
LENGTH -I Oa'/WIDTH-15'
PLAN -- SYSTEM 4
SCALE: 1 = 40
SYSTEM 4_ DESIGNCRITERIA
Total Impervious Surface Area (BUA) - 18,587 of
Drainage Area - 21,656 sf
9 Impervious (1) - 85.83'
Rv = 0.05 + 0.0090(I)
= 0.8225
Required Storage Volume* = Drainage Area x Rv x 2"/12
= 2,969 cf
* based upon Ernerald Isle Requirement for retaining first 2" rainfall
Infiltration System Volume
X sectional Area of Trench 3.5(height) x 15(width) = 52.5 of
X sectional Area of Pipes = 7.07 of x 2 pipes = 14.1 of
X sectional Area of Voids (52.5 of - 14.1 sf)0.35* = 13.4 cf/ft
* Void Ratio i 35X
Unit Volume = 14.1 sf + 13.4 of = 27.5 cf/ft
Required Minimum Length = 2,969 cf/27.5 cf/ft
= 107.9' (108' Provided)
INLET STRUCTURE
(SEE DETAIL)
WASHED
1 STONE
15" CMP INLET
IO BY
PASS
NOTES:
1. INFILTRATION AND MANIFOLD PIPES SHALL BE CORREGATED
ALUMINUM PIPE (CONTECT "CORLIX LOCKSEAM" OR EQUAL.
INFILTRATION PIPE SHALL BE PERFORATED (0.25' MIN DIA).
MANIFOLD PIPES SHALL BE SOLID. ALL CONNECTIONS SHALL
BE FACTORY WELDED OR FACTORY FURNISHED JOINTS.
2. STONE USED IN INFILTRATION TRENCHES SHALL BE CLEAN
WASHED NO. 57 STONE.
3. GEOTEXTTLE FABRIC SHALL BE CONTECH NON -WOVEN
C-60N W OR EQUAL.
STONE
NON -WOVEN GEO-
TEXTILE FILTER FABRIC
108'
4'-6"
PARKING SURFACE
�i -- BASE COURSE -� P OF SYSTEM
ELEV. 18.53
SHWT= ELEV. 13.0'
CROSS SECTION
NO SCALE
TOP OF SYSTEM
TO- ELEV. 18.53
is
I
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BOTTOM OF SYSTEM
NON -WOVEN GEO- L�N6{SjFEO.,JBZAI]E
TEXTILE FILTER FABRIC
SHWT- ELEV_ 1311'�_-
BASE COURSE -- - \
360 C.M.P. 36 C.M.P.
(ALL PIPES) (ALL PIPES)
LONGITUDINAL SECTION
NO SCALE
BOTTOM OF SYSTEM
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SCALE: 1 " = 40'
DATE: 1 / 16/2004
PROJECT: 04--0107
DRAWN BY: JC/DKN
SHEET 3/4
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REVISIONS
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PLAN - SYSTEM 5
SCALE: 1" = 40'
SYSTEM 5 DESIGN ICR TER1A
Total Impervious Surface Area (BUA) - 8.708 sf
Drainage Area - 10,254 sf
% Impervious (1) - 84.921Y.
Rv = 0.05 + 0.0090(1)
= 0.8143
Required Storage Volume* = Drainage Area x Rv x 2"/12
= 1,392 cf
• based upon Emerald We Requirement for retaining first 2" rainfall
Infiltration System Volume
X sectional Area of Trench = 3.5(height) x 15(width) = 52.5 sf
X sectional Area of Pipes = 7.07 sf x 2 pipes = 14.1 sf
X sectional Area of Voids = (52.5 sf - 14.1 sf)0.35* = 13.4 cf/ft
• Void Ratio - 35X
Unit Volume = 14.1 sf + 13.4 sf = 27.5 cf/ft
Required Minimum Length = 1,392 cf/27.5 cf/ft
50.6' (51' Provided)
P OF MM
ELEV. 18.50
-,,IT
ih
BOTTOM OF SYSTEM
VRD ANON -WOVEN GEO-
TEXTILE FILTER FABRIC
'
NOTES:
1. INFILTRATION AND MANIFOLD PIPES SHALL BE CORREGATED
ALUMINUM PIPE (CONTECT "CORLIX LOCKSEAM" OR EQUAL.
INFILTRATION PIPE SHALL BE PERFORATED (0.25" MIN DIA).
MANIFOLD PIPES SHALL BE SOLID. ALL CONNECTIONS SHALL
BE FACTORY WELDED OR FACTORY FURNISHED JOINTS.
2. STONE USED IN INFILTRATION TRENCHES SHALL BE CLEAN
WASHED NO. 57 STONE.
3. GEOTEXTILE FABRIC SHALL BE CONTECH NON -WOVEN
C-6DNW OR EQUAL.
BASE COURSE
I", -
36" G.M.P. 36" C.M.P
(ALL PIPES) (ALL PIPES)
DIFFUSE
INV. -15.44
(SEE DETAIL)
GREASEZQ L SEP_ARA
TOP-20.20
INV IN-15.69
INV OUT-15.52
INLET STRUCTURE
T TOP-19.40
15" INV OUT-15,71
WEIR ELEV-18.00
10" INV OUT-15.71
3
DRAINAGE AREA
WASHE
STONE
NON -WOVEN GEO-
TEXTILE FILTER FABR
WASHED
15" CMP INLET
LONGITUDINAL SECTION
NO SCALE
4'-6" 6'-0"
ASPH, PARKING SURFACE
OACC' fVW Iocr -I
TOP M
ELEV. 15.50
BOTTOM OF SYSTEM
ELEV. 15.00
SHWT- ELEV. 13.0'
"46-
CROSS SECTION
NO SCALE
DEWEY OROS. 24"438" 6 -1•
DROP INLET FRAME 8 � s'-a-
CRATE (CH-BN-2 OR EQ.) I
6" CONCRETE SLAB
PRECAST CONIC
OR MASONRY
PRECAST
RISER (TYP)
1 F
N0, 5 REBAR 4;
O 12 O.C.E.W.
6" CONCRETE SLAB-`- ..
10' a
Iwo
INLET STRUCTURE DETAIL
SCALE: NONE
ACCESS
/OPENING \
VENT HOLES
/(3-2" MIN)
15' CMP
TO WLTRATM
SYSTEM
12 SEDIMENT STORAGE
BOLT FRAME TO
CASTING (4 REQ'0)--�
SECURE CASTING
W/MORTAR - - - - -1
i
4" OR 8" PRECAST- �1
GRADE RINGS - {
MAMAN OF THREE I
ALLOMED OR I
OTHERNISE ADD I
RISER SECTION I
MANUFACTURE TO - -1=
LOCATE STEPS
90' FROM OUTLET 1
PIPE. STEPS BY M.A, t
INDUSTRIES. INC. r • ',
PSI-PF OR EQUAL l:'r
I I�
I
17
SLOPE OF CHANNEL J 1
THRU MANHOLE -"'--------- T
2" D1A. PVC WEEP HOLE - - - -
f
/1 C OF � AN$ KBE ?
EIN
(NOTE 10, DETAIL 02.57) '' 1� 1
SET MANHOLE IN
6" TO 12" #57 STONE. - - - - -
RING AND COVER
- - - - - - TOP TO READ "STORM"
PRECAST GRADE RINGS ARE TO BE
USED WHEN POSSIBLE AMC ADJUSTED
WITH BRICK k MORTAR COURSE -
FILL JOWS FULL 1A1TH HIGH
STRENGTH TYPE M MORTAR & STRIKE
-----•-FLUSH INSIDE & OUT
I
I -------USE AN APPROVED BITUMINOUS
BASE SEALANT APPLIED TO TOP
OF CONE SECTION
- - - ECCENTRIC CONE
t •' •a
iI
PRECAST MANHOLE TO MEET
REQUIREMENTS OF ASTM.
•' I
\
C478. AASHTO M-I"
i I
I I
1
I
144
- - PRECAST OPENING REQUIRED FOR
ALL PIPES. PACK GROUT AROUND
ALL ANNULAR OPENINGS
SEE PLANS FOR PIPE SIZES
`
I r✓
�
JUNCTION MANHOLE DETAIL
SCALE: BONE
INFLUENT AT EFFLUENT
PRECAST
BAFFLE
' \ ENLARGE RIPENING
► BY DRILLING DR
CORM CTYP)
A
INLET STRUCTURE WATERPROOF JOINT
t=i SEPARATOR SMALL 730 (SEE DETAIL) SEALANT (TYP. ALL JOINTS) UNIT AS MANIYACTURED BYES AY I-R GAL
IBAFFLE TANK OF RALEIGH, N.C. OR APPROVED EQUAL.
oil M"
10 By GREASE/OIL SEPARATOR
PASS
SCALE: NONE
DRILL ALTERNATE LOCATION
HOLES (EACH 6" INTERVAL)
Dill OF HOLES SHALL BE 'h"
FABRICATOR SHALL WALL
100 MINIMUM IN 20 FOOT LENGTH.
HOLLOCATIONS
END CAP
/ WITH 4 HOLES
_ L\io
a o 0INLET a o 0
15' CORREGATED. PERFORATED PIPE. WITH END BLOCKED
GENERAL NOTES TIE DO PIPE WITH DOW
AT LNG OF PIPE, BILEMIDDFO PPE AND QFTYPE' ANCHORS SREW PIPE (TEN F00T
INTERVALS).
DIFFUSER DETAIL
SCALE: NONE
OCT. 15. 2004 PER TOWN OF
EMERALD ISLE REVIEW
NOV. 1. 2004 PER TOWN OF
EMERAlb ISLE REVIEW
NOV. 18. 2004 REVISED
ELEVATIONS
NOV. 30, 2004 REVISED
ELEVATIONS
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SCALE: 1 " = 40"
DATE: 1 / 16/2004
PROJECT: 04-0107
DRAWN BY: JC/DKN
SHEET 4/4
11 ? f-