SW8050117_APPROVED PLANS_20161213

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 OS 01 k -1
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20�%,D�-7-1-5
YYYYMMDD

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VICINITY MAP
NTS
SHEET sa 1 OF 2
PROJECT st:PM2478'--001
DESIGN FILE tt:2478.dgn
EX. DRAINAGE DITCH
EX. DRAI
D VCH
4
— /—EX. PUMPHOUSE
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3
RELOCATE FENCE TO
BEHIND DUMPSTER
DRAI
EX. FENCE
CONCRETE SIDEWALK` REMOVE FENCE
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PHASE 1
EX. PARKING
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EX. DRAINAGE DITCH
EX. STORM DRAINAGE PIPE
NOTE:
ALL REQUIRED LANDSCAPING INSTALLED DURING PHASE 1.
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vv—'WO f�` DEC 0 8 2016
REVISIONS:

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VICINITY MAP
NTS
LEGEND
8.0 PROPOSED CONTOUR
---2.0 - - - EXISTING CONTOUR
X PROPOSED SPOT ELEVATION
TC TOP OF CURB
BC BOTTOM OF CURB
'-� FLOW DIRECTION
-SF- PROPOSED SILT FENCE
S'MAX.STANDARD STRENGTH FABRIC WITH WIRE FENCE
OR
ES
N,
GI
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST
ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE.
CHECK WITH A LEVEL IF NECESSARY.
2• INSTALL POSTS 4 FEET APART IN CRITICAL AREAS
AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM
SIDE OF THE SILT FENCE. AND AS CLOSE AS
POSSIBLE TO THE FABRIC. ENABLING POSTS
TO SUPPORT THE FABRIC FROM UPSTREAM WATER
PRESSURE.
4• INSTALL POSTS WITH THE NIPPLES FACING AWAY
FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE
TIES, ALL SPACED WITHIN THE TOP 8 INCHES
OF THE FABRIC. ATTACH EACH TIE DIAGONALLY
45 DEGREES THROUGH THE FABRIC.
WITH EACH PUNCTURE AT LEAST 1 INCH
VERTICALLY APART. ALSO, EACH TIE SHOULD BE
POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND
THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC
IS ALLOWED ABOUVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND
CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9• COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE
RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO
THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF
THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT
LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE
UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE
FOR A TOTAL OF 4 TRIPS.
TYPICAL SILT FENCE DETAIL
SHEET *t 2 OF 2
PROJECT is:PM247V--001
DESIGN FILE t*:2478.dgn
EX./DRAINAGE
rc
4
30' DRAINAGE EASEMENT
EX. DRAINAGE DITCH
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EX. STORM DRAINAGE PIPE
SEEDING SCHEDULE
yxxo ■.yxt7l l._a.n.iiP.
LIME----------------------------- 2 TONS/AC
10-10-10 ----- 1.000 LBS/AC
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED
IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY
DISKING, RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER
THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
TEMPORARY SEEDING MIXTURE
(DECEMBER 1 -APRIL 15)
RYE (GRAIN)---------------------- 120 LBS/AC
KOBE LESPEDEZA (SCARIFIED) --- 50 LBS/AC
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE)
(APRIL 15 -AUGUST 15)
GERMAN MILLET 40 LBS/AC
(AUGUST 15- DECEMBER 30l
RYE (GRAIN)--------------------- 25 LBS/AC
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50LB/AC KOBE.)
PERMANENT SEEDING MIXTURE
TALL FESCUE---------- ---- 60 LBS/AC
PENSACOLA BAHIAGRASS------------- 50 LBS/AC
SERICEA LESPEDEZA ---- 30 LBS/AC
KOBE LESPEDEZA------ ---- 10 LBS/AC
1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO 30 LBS/AC
3. WHERE A NEAT APPEARANCE IS DESIRED. OMIT SERICEA AND
INCREASE KOBE TO 40 LBS/AC.
4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD
25 LB/AC RYE (GRAIN).
PERMANENT SEEDING MIXTURE (SWALES & DITCHES)
COMMON BERMUDAGRASS------- 80 LBS/AC
MULCHING
STRAW(WHEAT. OATS, BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING)
(STRAW QUALITY SHALL BE DRY, UNCHOPPED & UNWEATHERED)
ASPHALT TACK--------200 GAL./TON OF MULCH
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.OR
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
SWALES & DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
AS PREVIOUSLY INSTRUCTED.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND YEAR
WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
ALL DENUDED AREAS MUST BE SEEDED WITHIN 14 DAYS PER NPDE
CONSTRUCTION STORMWATER GENERAL PERMIT NCGO1O0OO
IMPERVIOUS CALCULATIONS - LOT 22A
SW PERMIT NO. SW8 050117 MAX ALLOWABLE IMPERVIOUS = 74,972.08 SF
EXISTING IMPERVIOUS = 20,733.17
PROPOSED BUILDING = 9,748.54
PROPOSED DRIVEWAY AND PARKING = 7,877.58
FUTURE IMPERVIOUS AREA - 36,612.79
TOTAL PROPOSED IMPERVIOUS AREA = 74,972.08 SF
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DEC 0 S 20r
BY:_—_ —
REVISIONS:

N/F
NILLIALM C. MILLER. JR.
PIN Ar 636700107666000
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VICINITY MAP %
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LANDSCAPING CO.
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STORMWATER PERMITTED AND BUILT UPON AREAS
LOT It
LOT AREA
(SF)
MAXIMUM
ALLOWABLE BUA (SF)
EX. STRUCTURE
BUA (SF}
EX. PARKING, WALK,
DRIVE BUA (SF)
FUTURE BUA
(SF)
TOTAL BUA
(SF)
OFFSITE PERMIT
NUMBER
9
38,345.43
30,676.34
SEE SW8140505
30,676.34
SW8140505
10
29,960.60
23,968.48
0.00
0.00
0.00
Undeveloped
11
29,163.67
23,330.94
5,000.00
8,425.00
9,905.94
23,330.94
X
12
39,431.26
31,545.01
0.00
0.00
0.00
Undeveloped
13
34,796.63
27,837.30
0.00
0.00
0.00
Undeveloped
14
27,767.32
22,213.86
0.00
0.00
0.00
Undeveloped
15
29,941.74
23,953.39
4,500.00
16,421.00
3,032.39
23,953.39
X
16
31,266.70
25,013.36
SEE SW8150206
25,013.36
SW8150206
17
32,192.71
25,754.17
10,800.00
13,367.00
1,587.17
;I51Z754.17
X
18
32,300.60
25,840.48
7,500.00
15,364.00
2,976.48
25,840.48
X
19
32,411.26
25,929.01
SEE SW8150511
25,929.01
SW8150511
20
32,229.81
25,783.85
0.00
0.00
0.00
Undevelo ed
22A
93,715.10
74,972.08
5,000.00
17,650.00
52,322.08
74,972.08
X
*24A & 25
137,958.11
110,366.49
34,850.00
59,865.70
15,650.79
94,715.70
X
26
42,100.66
33,680.53
32,900.00
0.00
780.53
33,680.53
X
27
41,272.40
33,017.92
6,250.00
10,780.00
15,987.92
33,017.92
X
28
41,108.78
32,887.02
0.00
0.00
0.00
Undeveloped
29
72,842.011
58,273.61
1 0.00
0.00
0.00
Undeveloped
30
210,905.081
168,724.06
SEE SW8150720
168,724(6
SW8150720
* Impervious area swapped from lot 25 to lot 24A to maintain less than maximum
d.e allowable BUA betwen the two lots combine
_
X Imoervious area reauested to be permitted with 10/14/15 submittal
---__—_--_-._.i
SHEET •1 OF 1
PROJECT •: PM 366-3
DESIGN FILE •: PM366/2004SUBDIVISION
ZONED R-ISM N/F
ICHAEL R. BRYANT /\'\
636601187289 N/F •\•
DB 399 PG 386 DORA FORBES F.\o••\
ZONED R-ISM 636601109225
De 1046 PG 76
ZONED R-ISM
N/F
KERRY JOSS ETAL NATHAN
636601281149
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. DRAINAGE EASMENT
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AREA- / /
6366013834T5 1 4 CURRENT LOT a
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SCALE: 1" 100'
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ZONED R-15M .. � \ • \ • '1 >:
CASSIE JONES L/7 \•\•\
STORMWATER MASTER PLAN
636601205078
zaNE°R�;S� \ \ \
RICHARD WAYNE SEE PROPERTY
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SPACEY PROJECTS TOO, LLc
MOREHEAD CITY TOWNSHIP. CARTERET COUNTY, NORTH CAROLINA
63MI258033
06 101 PGier0
CLIENT: R. WAYNE SEE
DESIGNED:
CMC
0111 iI ►11
ADDRESS: PO BOX 1076
DRAWN:
\\
MOREHEAD CITY, NC 28557
CMC
PHONE: [phone]
CHECKED:
RDC
037378
A STROUD ENGINEERING, P.A.
APPROVED:
J
CMC
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
DATE:
[phone]
10/14/15
Iit
SCALE:
CHARLES M. CULLIPHER P.E.
1" - 100,

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' CB = CATCH BASIN
N/F�� - •� / o_ .,Je
CL= CENTERLINE
i - CURVE DATA: `�_a>5'.\;hV`.��u.000.ws19 /) / 1 �_� `sg.r3- / \ \\ DB =DEED BOOK
NC STATE PORT AUTHORITY m
636601089018 �� 5'Se\ / / ! ` iro <' ` �� z'E 1)e. MEA- m \ - -
CURVE - <D - ZONED I-W `��: / /' i o�,' : e• 69 1 +e N £L =ELEVATION
RAD [US 430. 00` EX
'� 11\ , % T \ \ / -'i A4EA- of s •op \ \ =EXISTING -
LENGTH 107.66' �� \ >crl�� / �• Jri ��\l.\ \4 169p �\ \,` \\ FE =FUTURE ELEVATION
r - CHORD 107.38' '� 3 ° / / \ i /A. '�_ - FIRE HYDRANT
CH. BEARING R29'19'46"E,f, srrE iR14efA0E ' ]ro _
\ GV
= GATE VALVE
CURVE UTILITY --
l / \�Jo c .1 / ,m /y _ \� INV = INVERT
-
e - RADIUS - f00.00' - N/F _>_ \t �v, \ \ - �• +al. YS `g<, \ - LF - - LINEAR FOOT
LENGTH 25.68' - - JAMES SPEIG14T JONES JR SO•J i/\ / y p -p A?l _
CHORD 25.61' 636601183367 ��� s>r\\ /' \�'1Fk? / „ ��- - ` �'' ?z\ des `\ - MBL = MINIMUM BUILDING LINE
CH. BEARING - S60"51'18'E - - - - '� '2Bo. A �� / A', i % a S - - . A / �. �� ��az•le _ - = MANHOLE - -
- DB 399 PG 369 >e > \ _ �Z • \ r o; n, \ PRowsm�PaiD . _ i j 95g Po \ MN
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i N/F
€ - CURVE - �� �� (('' A _ / �`�_ 2e v V A�
¢_ - �/\ � =NUMBERRADIUS 2000.00'
LENGTH 40. 63' - - N/F �-� \ \ / - �� ` `�, e/ `\\\ :`o' ' PG = PAGE
- - CHORD 40.63 - - - \ _ "i� e - tar4a AAu \`oo r J - - -
- ANNIE M. JONES '� \ - r < u1EA -.,..ry / \ \ 7 0 =FLOW
CH. BEARING S68.47'37'E - - / /' `�
Y - - 636601165341 N/F �'� \\ � ` 1 % l ` \ 9] sa ]w sF'_. ��_ a '� � // � � �� R - RADIUS
CURVE - ® - DB 399 PG 372 LENDA BRYANT -� \ % '' -�% / �<. �� cusa4Rsic ---/ RCP - REINFORCED CONCRETE PIPE -
!�- 1 i� EXISTIWO BIABIW65 N/F
- ZONED R-15M \p,� DEVER ROUSE MCNEIL
- RADIUS _ 2000.00, - 636601186276 �,� \ /' / \ �� y w 636601383475 - - R/W = RIGHT OF WAY.
LENGTH 100.57, - - `^� y -
DB 985 PG 6 �� \ "g< DB 84 PG 326 = SQUARE FEET -
a CHORD - 100.56 ZONED R-15M ��� \\ ! i� ,0 ZONED I-W SF - _
_ CH. BEARING 570. 48'S8'E - - -
N/F / \ i'I O TC = TOP OF CURB
t - ICHAEL R. BRYANT \ /r \ \.. - -
\ \ m �� ' / ✓�•- 7y TYP =TYPICAL
'O 191.151.A Sf
� CURVE ® 636601187289 N/F �-� �'�W � � � 10' x ]o" $ � \ \ \ - -
RADIUS - 2000.00' DB 399 PG 386 t\, -SITE TR1AWttE a ` s ��` ! • _ y =VELOCITY
DORA FORBES �•� ��
LENGTH 165.83' ZONED R-15M 636601189225 \'�_ \ �J /" < ��` j 1 = 10` X 70' SITE TRIANGLE rh CHORD 165.78` DS 1046 PG 76 ��� ` \ `_•\ ` \' ��� EXISTING CONTRACTOR'S _
- CH. BEARING S69.52'53aE - ZONED R-15M YARD TO REMAIN NO WETLANDS EXIST - /';:!;/ = DRAINAGE EASEMENT _
o \' AS -IS ON SITE
SITE DATA: N/F ties ti�
6 CABC STONE
- TOTAL TRACT AREA = 37.72 ACRES BASE ONLY KERRY JONES ETAL NATHAN \ 21g•5 - ��` , "
-
€ ZONING CLASSIFICATION = CH / [P 636601281149 REVISIONS: _ DB 401 PG 136 \-> ` �~ 100 50 0 100 200
_ TOTAL LOTS = 30 - �. So
E EXISTING LOTS = 8 - - ZONED R-15N �_\ Jsy ��
- MINIMUM LOT SIZE = 27.767.32 SF STY - �'� \ ~` Na �/19/04 TQYMCOYRMENTS
.-- - AVERAGE LOT SIZE = 42,801.03 SF-
- N/F \ \\ 10' TYPW]a,n usEl�lrr / .r _ r -
€ SETBACKS 'ar. L, J I U.,-e`�,- \ p CASSIE JONES L/T _ _\ - SCALE: 1 100
€ - - CH IP 6366072831536.
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FRONT = 25' / 25' - �'� \x -' DB 900 PG 6-
. ZONED R-15M
sID€ = o / o' N/F \ QP��©V ® SITE PLAN FtEGEI :_0`_17
! ! t' 24" CURBd GUTTERCASSIE JOKES L/TREAR = 0' / 0' - Rol TYPE - .� 6oe69oo Pc7s � \N° MANAGdYi co�,.. .IONITAL FEB4WATER SOURCE - TOMN MDREHEAD CITY- DIVISI d OF WATER QUALITY�V�YNE SEE �R®PE1�T A SEMER SOURCE - TOWN OF MOREHEAD CITY - - rr<.
L r ZONED R-15M
vate2L7ZE BY:
LENGTH OF STREETS 1 "�9(� MOREHEAD CITY TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
_ 11.5' 31'I ?i 11.3• ..i_ l
- - 60' PUBLIC SPACEY PROJECTS TOO, LLC / Sl0 water PerR1t No. -
STREET 1 = 682.04 FEET 14.5' 31 '8 14.5•
t STREET 2 t57Q.50 FEET - w•�Il. - RIGHT' OF WAY 636601288033
STREET 3 - - = 838.17 FEET 40' "^ 14. 5' - - - - - - -
31' I B-B 14.5' OB 1015 PG 420 / CLIENT: R. WAYNE SEE DESIGNED:
- ZONED R-15Y - RDC
I I 24" ROLLED ADDRESS: PO BOX 1076 DRAWN-
} 20 1 SLOPE CONC. CURBING it " BCSC I-2 20 1 SLOPE 3.e
CUL—DE—SAC TEMP9RARY CUL—DE—SAC (CUT OR FILLT !I 2 (CUT OR FILL) CITY, NC 85
' ` '_liEpl9P _t3i
• -„ 1/;' P6R FT. MOREHEAD - C CHECKED: BT
60' RIGHT OF WAY 60 RIGHT OF 'NAY 7 n� �4 �c� ;'3a, _ -
M
PHONE:. [phone]` RDC
SCALE: 1" = 50' SCALE: 1 " = 5)1
_ 6" CABc STROUD ENGINEERING, PA. APPROVED:
151A HIGHWAY 24 RDC
SHEET •i of 4 TYP. STREET CROSS SECTION MOREHEAD CITY, N.C.28557 DATE:
} PROJECT •: PM 366-3 N.T.S. _ 7-7479 r ' 1/05/05
t DESIGN FILE • PM366/PM366-3 _�e�nac'dl�'_ � j(--'}j, — SCALE: -
-,� DART A I IN T l TTi I T"T=V1 C - I" - Inn,

1
5'BOTTOM WIDTH
�f
DRAINAGE EASEMENT
DETAIL A —A
SCALEI I-- S'
INSTALL EXCELSIOR
EROSION CONTROL I
BLANKET IN ALL SWALES y.' IINAtN1rF
STORWWATER DATA
l}.L67`,:A'
DRAINAGE EASEMENT
DETAIL B-B
SCALE: I"- S'
/
TRACT AREA - - - - - - -
- 37.72 AC
OFFSITE TRACT AREA- -
- 3.999 AC
RECEIVING STREAM - - -
-- NEWPDRT RIVER - THE NARROWS - CLASS SC
DRAINAGE AREA
1,609,533 SF
DA SUBDIVISION - - -
- - - 1.494.233 SF
DA OFFSITE--- - -
- - -- 115,300 SF
TOTAL IMPERVIOUS AREA
- -992.273 SF
LOT BUA - - - - - - -
- - - 815,329 SF ( BOX BUA PER LOT)
STREETS - - - - - - -
- -- 96.214 SF -
OFFSITE---- - - -
- -- $0.730 SF
% IMPERVIOUS-------61.65%
SHEET 92 OF 4
PROJECT *:PM 366-3
DESIGN FILE •: PM366/PM366-3
\ \
\
\ \ / STORMWATER FOR RAT M. WILLIS LANDSCAPING
\ WILL DRAIN TO EXISTING POND
\/ APPROXIMATE LOCATION AS SHOWN
EX. POND
RECIN DITCH / TO 0.23Nl1CTid TO 0�23i
NEENAH R-3501-R
FRAME AND GRATE. OR
APPROVED EOUAL
CATCH BASIN DETAIL
SCALE: NOT TO SCALE
N
W
d'
Q
DZ
Q
�J
xa
c�
ww
2N
SEE PLAN f RCP
PIPE ii AME TE TERS ._
NEENAH FOUNDRY
COMPANY MANHOLE
FRAME AND LID
R-1642 OR
APPROVED EQUAL
LL—
JUNCTION BOX DETAIL
SCALE: NOT TO SCALE
SEE PLAN FOR RCP
PIPE DIAMETERS
RICHARD WAYNE SEE STORMWATER
WILL DRAIN TO EXISTING POND
APPROXIMATE LOCATION AS SHOW
EX. POND
-N / :- , / -. z ..LSD\ {..-
RUM • I."
RICHARD DYNE SEE STORMWATER
•ILL GRAIN TO EXISTING POND
APPROXIMATE LOCATION AS SHOWN
8 /
s /
EXISTING CONTRACTOR'S
YARD TO REMAIN / NO WETLANDS EXIST
AS -IS ON SITE
/
�— EX. POND /
/ 100 50 0
/
ro'Tn urrtln cAYWBIT / SCALE:1" - 100'
APPROWn
\\ / NO3TH CAFQLMA EIIVLl2i1"2NTAL
\ / CO:.€ .:ISSION
\ _ GENERAL GRAD]
DIVISION OF WATER QUALITY
Date Z Vrl 4Te
11
cs5a/1%
+•L / SrormYRateT PBrmlpNo.
gEAE 1:i
T33.3
•a.e I-yMt1M
/S O I
LEGEND
AC
= ACRES
BK
= BOOK
BO
= BLOW OFF
B-8
= BACK TO BACK
CB
= CATCH BASIN
CL
= CENTERLINE
DB
= DEED BOW(
EL
- ELEVATION
EX
- EXISTING -
FE
= FUTURE ELEVATION
FH
- FIRE HYDRANT
GV
= GATE VALVE
INV
= INVERT
LF
= LINEAR FOOT
MBL
- MINIMUM BUILDING LINE -
M1
- MANHOLE I.
N/F
- NOW OR FORMERLY
NO
- NUMBER
PG
= PAGE
0
= FLOW
R
= RADIUS
RCP
= REINFORCED CONCRETE PIPE
R/W
= RIGHT OF WAY
SF
= SOUARE FEET -
TC
- TOP OF CURB
TYP
= TYPICAL
V
- VELOCITY -
RR�
= 10' X 70' SITE TRIANGLE
200
DRAINAGE EASEMENT
REVISIONS:
1

ONTI NUE RIP RAP
GRAVEL UP SIDES QF SPILLWAY \
FACE \
- TOP OFSWALE \
FLOW LIME TOP ELEVATION OF STORMWATER 5 \
CLASS B RIP RAP �\
- _FLOOD STORAGE If
i DIENT STORAGE
N TRAP LENGTH
/
(LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW) \ N /
TEMPORARY SEDIMENT TRAP DETAIL
SCALE: NOT TO SCALE \� /
MOTES:
1. CONSTRUCT TRAPS WITH 2.1 SIDE SLOPES MINIMUM. \
2. TRAPS ARE TO BE CLEANED WHEN ',,SEDIMENT STORAGE ZONE IS
FILLED. APPROXIMATELY EVERY MONTH.
3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT
ELEVATION OF 'i2 HEIGHT OF SEDIMENT STORAGE ZONE.
4. ONCE ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED. REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND
STABILIZE PROPERLY. _ / /' �4
1
EX EDGE
PAMENT OF
VE/ ' �•
/
BEGIN DITCH /
RECONSTRUCTION /
TO 0.23%
/
SEDIMENT TRAP AY � •� /
LEHGTH +.zs'
noTH 25' /
OEPTx N i 'a.S
FA
CONSTRUCTION SEQUENCE
I. CLEAR AND GRUB AREAS WITHIN RIGHT OF WAY. DRAINAGE,
AND UTILITY EASEMENTS AS SHOWN WITH LAND DISTURBANCE LIMITS LINE.
2. INSTALL STONE CONSTRUCTION ENTRANCE.
3. INSTALL SILT FENCING WHERE SPECIFIED ON PLANS WITHIN
AREA OF CONSTRUCTION.
4. EXCAVATE. ROUGH GRADE. AND CONSTRUCT STORMWATER DETENTION
BASIN WITH OVERFLOW DEVICE.
5. CONSTRUCT DRAINAGE DITCHES AND TEMPORARY SEDIMENT TRAPS.
WHERE SPECIFIED. INSTALL EXCELSIOR EROSION CONTROL BLANKET
WITHIN ALL SWALES. SEED CONSTRUCTED DITCHES WITHIN 14 DAYS
OF LAND DISTURBANCE-
6. CONSTRUCT POND.
7 ROUGH GRADE AREAS WITHIN RIGHT OF WAY.
B. INSTALL UTILITIES, INCLUDING ALL STORM DRAINAGE.
9• FINE GRADE STREET AREAS AND SEED AREAS TO REMAIN OUTSIDE
OF PAVED AREA.
10- INSTALL CURB AND GUTTER. DRAINAGE FEATURES AND PLACE CABC.
1t. PAVE STREET.
12. PERFORM FINAL SEEDING AND MULCHING.
13. REMOVE TEMPORARY SEDIMENT TRAPS WITHIN DRAINAGE AREA
ONCE ALL LOTS WITHIN SAID DRAINAGE AREA HAVE BEEN
DEVELOPED AND DRAINAGE SWALES ARE STAB IL [ZED.
14. REMOVE ACCUMULATED SEDIMENT FROM STORMWATER POD UPON
COMPLETION OF PROJECT.
NOTES:
1. GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES TO ENSURE COMPLIANCE WITH THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY
THE N.C. DIVISION OF LAND RESOURCES -LAND QUALITY SECTION ALONG
WITH WRITTEN NARRATIVE FROM THE OWNER OR ENGINEER AND BE
THOROUGHLY FAMILIAR WITH THE REWIREMENTS. THE CONTRACTOR
SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER RAIN EVENTS
AND REMOVE ACCUMULATED SEDIMENT, REGRADE AND RESEED
ERODED AREAS. MAINTAIN RIP RAP ENERGY DISSIPATORS. AND CLEAR
ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS ASSOCIATED
WITH THE PROJECT.
2• MAXIMUM EXTENT OF LAND DISTURBANCE AREA LIMIT = 27.9 ACRES
3• DISTURBANCE OF AREA OUTSIDE OF PROPOSED LAND DISTURBANCE
WILL BE ON A LOT BY LOT BASIS.
4. INSTALL ADDITIONAL SILT FENCING AS NECESSARY IN AREAS GRADED
TO PREVENT SEDIMENT MOVING OFFSITE.
5. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY.
R. WAYNE SEE
PO BOX 1076
MOREHEAD CITY. MC 28557
(252 )726-5961
6. ANY FILL MATERIAL BROUGHT TO THE SITE MIST BE OBTAINED
FROM A PROPERLY LICENSED AND PERMITTED BORROW SITE.
CRUSH A Rl1N P / �• f �� �> �� /
a� / v. �• f �. ate' _ /
,/1 �O No-
4.. / ' • I / �' ± -' �� SEDIMENT TRAP-
Y LfnIWTDTxM3s'
�`'_ ,- _ / / / ,�. >s'� ��.4..- � fi « r. L ♦� i 35'
��•.`"�_�� of
STONE CONSTRUCTION ENTRANCE
- SCALE: NOT TO SCALE / P'/ , f �: ��b 1 I / �_♦�\�� q� -
/ 10' pMIHALi EASEMENT
MUC
/ / / f'/• / a OKEl.DANCHF ILL ME
p 2 2 / `�• SEDINT 33• TRAP ae
1 0 i , - LENGTH .
r , 3 ♦ WIDTH - m,
/ ��/ • N - _ ` �.f_ / - a 4 F / / ...
\ ♦.� DEPTH -
MUCK AND F LL
� �� i • / � �� y � _-_ /" _ �"-_ _- .RfF EX.`DITCH � l i � �� _.
A" 2@5
�y.rL vV C4 - w. '\, - i i
1 �5 _ , .v � ,,.:� � i ,� 2 6If
V '\_ . I • �_\ SEDIMENT TRAP N
V • M'
V A t0 ' TN mILITY EASEMENT '3 V �_. WIDTH - 35'
/ 'v k '>! - -i � rY- � 1 ♦ ...,. �- DEPTx r � a �.v-i-- 'v_ r>E� �V % i ./ ' � T�
fi
- /' _ �\ � � 1 •\ a" - ,�WCK b NICE ^K- : _ v l� i �� >-1 A_ / � t A AC
ti*mi.a RIP0 EX. DITCH
i - \ ♦�� 2; •u / T.5' x T.5' x 1 s - {LASS $.5 RM - - i / l { - /- \ BK
_\ \ ♦ a,�� �, 1 % i �`\ \ / _, ;fl \ •� \\ BO
\-�~• "-_ -- -=i i i i\yes
CB
CL
``�♦ i / LAND DISTURBANCEt_ ` DB
_\ ♦ ��♦ - / / LIMITS (2T.0 AC) \_ h v-':� - %f i -\ / 1/ -� EL
EX
\ •'\� a7 / � \ t 0.A�SWRIP MP- \-•�_ ) 20 � `... \.` //l\ � �..\ •• \ �\
`\ ..\ ♦ -R _ ,F " ♦ 7.FE
5 x T. s' x 1. SILT FENCE FH
\ S� • / y ♦�' �� -- \ 1 / - 9; s T M PAP ., ..
SEDIMEM TRAP E6 t r 1a. A. \-.�
\ - /Nye Ass 1 RIP RAP E - \ `
J` �� \ LfMGTH M1' 16' x f3 x ls' GV
t0'TYP Ui1LlTT LLSEMENT '? / \� ♦�, .y� E1DTH 5D' - A. l� • / \ - '- 1i•\ \
\- -. • \ \ . ♦ 3D \ P.
'\ / 1
\• �' / ? I \ / !� \ QR- SEDIMENT TRAP AR ,• ) r' �� `\ \ p•,
\ •Gi {:\ \ �\ 1 /♦�.4jkq ..' /• .. LEN6TN 50' - 'L _ ""3- _ 55'.a w _ /_ �: \- \• '\ "�<� \ LF
v offA ♦• fMB
/'
♦A _ v
rtMrrnNtr v �e'MG,� v• �,� �, � � +!�� miif"E"TTvv" _.. ry �, / Z `t � ♦,♦•MH
r ��r: ' -/ ✓ EX. KDIb7CB�� \ \ N
♦ % \ �' ) ♦. /.� / % // / ,� % A• V / LAND DISTURBANCE
'v,v yam•v ; % y - r/ /:, ,/ /�� �•\• / LIMITS (2'r.9 AC) PG
I
'v y
` �_ ��` i g / / // + •/ / / / if, RC
\ � i i pIISTIHG WIIIIDlMlMS � -�
10' MAX. WITH WIRE
6' MAX WITHOUT WIRE
FILTER FABRIC \.\ •\� \ / ./ Y pI ': mar I R
FILTER FABRIC _ �v �!�\ toV •ter �l �/ i //10 ' �'rT , 2% Ate\ �� �� -
EXCAVATE A TRENCH AS SHOIRN. - \ \ ♦• V
_ PLACE FILTER FABRIC IN TREf/CN,\ •may -\♦ k / lr
BACKFILL WITH COMPACTED SOIL \ \ '\�\•\• ' J / I ! ' / \ / % f
�Y AS \\\ nxt k � S J y ! NVK t SY \`\-\♦ \ � l �. r 4 / YARD EXISTTOOREMAIN CONTRACTOR'S NO WETLANDS EXIST
6';,f'�a:� r� v,v_. - SILT FENCE AS -IS
_ � �-- • - % ON SITE
-
SILT FENCE DETAIL SEEDING SCHEDULE \ \\\
\�•♦ a / Ex. POND 100 SO idd 2dd
/
_ SCALE: NOT TO SCALE - TfrmAHT \ •\
SEED BED PREPARATION COIfSTRUCTIM //) \_ •\ /
\ •♦ •`' /
NOTES: LIME 2 TONS/AC-
10-10-20 1.000 LBS./AC _\ ♦• � --
1. USE WIRE A MINIWM OF 32' IN WIDTH, AND A MINIMUM OF 0-20-0 - 500 LBS./AC (AFTER SEEDING) \ \• \ •♦.�-�
- 6 LINE WIRES WITH 72' STAY SPACING. [NG. ASPH4_T TACK- 200 GAL./TON OF MULCH EX. DITCH p: 15R iP wP\,\` \•` 2. USE USE FILTER FABRIC A MINIMUM OF 36' IN WIDTH AND FASTEN SEEDEW MIXTURE \, •� \ ♦.�.�\ Io' iYP mum EASEMENT SCALES 1" = 100'
ADEQUATELY TO THE WIRES (FEBRJARY 1 -APRIL 30) _
3. PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE. TALL FESCUE--- 50 LBS./AC \ -
4'DIAMETER PINE OR 2'DIAMETER OAK. PENSACOLA BAHIAGRASS 10 LBS./AC \ \` `\\ 5 tier\ P -
MAINTENANCE: KOREAN OR KOBE LESPEDEZA (SCARIFIED)--50 LBS./AC - '\ ♦• \ /�" ����
I MAr t-Au6usr 3t) '\_ % tiv I N CAROLINA EI J' nn,;,! :'ITAL
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH TALL FESCUE- 50 LBS•/AC \ \•� \ I,LYS,GG. WIT CC.`"I -ION
RAINFALL. MAKE ANY REWIRED REPAIRS IMMEDIATELY. KOREAN OR KOBE LESPEDEZANSCAR IFIED)-50 LBS•/AC `\�\ ♦. \ % - Dr CiON OF WATER O'IALITY
2. SHOULD THE FABRIC COLLAPSE, TEAR. DECOMPOSE OR BECOME BROWNT7P MILLET 25 LBS./AC `\` \. \•\ / EROSION CONTROL & SEDIME
INEFFECTIVE REPLACE IMMEDIATELY. (SEPEMBER 1 - JANUARY 311 ��
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE TALL FESCUE 60 LBS./AC \ \•\ \ ♦ - %"/L7
STORAGE VOLUME FOR THE NEXT RAIN EVENT TO REDUCE PRESSURE KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)- 60 LBS./AC \
- ON THE FENCE. RYE GRAIN) 25 L85./AC `\ •♦• �\s �� Data �1 G
4 REMOVEAFTER TALL
HE CFENCING
CONTRIBUTING MATERIALS
AINAGEUDAREATNASEBEENIISETABIDiPOSDITS \_ •\ ��• ,St0f6�.:iater Perini', NO: WAYNE SEE
FOR SDPES 2:1 OR STEEPER ADD 30 LBS./AL SER ILEA LESPEDEZA \, ♦.
LARDS:APING MIXTURE '\
(JANUARY 1 - MARCH 311 �\
COMNQN BERMUDAGRASS (UNHULLED)-20 LBS./AC \. •♦ •�
(APRIL T - JULY 311 MOREHEAD CITY TOWNSHIP, CA
CDWON BERMUDAGRASS (HULLED! 12 LBS./AC
HYBRID BERMUDAGRASS SPRIGS MAY BE USED.
WETLOD SPECIES (PLANTED AROUND POW PERIMETERI / CLIENT- R. WAYNE SEE
ARROWEAD (SAGGITARIA LATIFOLIA) -
BUTTDNEIUSH (CEPHALANTRUS OCCIDENTALIS)
BROOMSEDGE (ANOROPOGON VIRG[NIANUS)' ADDRESS: PO BOX 1076CATTAL ITYPHA SPP.) LIZARD W
i
LIZARDS TAIL (SAURURUS CERNS)
MOREHEAD CITY,
9 ,aaa:" ,N.iT:ari�
dW a= FZ,",a 'ter
,,'l�A •- z'`` PHONE: [phone]
STROUD ENGINEERIIN
11 3 M1;' ¢ , 151A HIGHWAY 24
r = MOREHEAD CITY, N.C. 28557
SHEET 43 OF 4
PROJECT *-PM 366-3
DESIGN FILE ': PM366/PM366-3
Z
O
x
-�
11
m�
_lm
LEGEND
= ACRES
= BOOK
= BLOW OFF
= BACK TO BACK
= CATCH BASIN
= CENTERLINE
= DEED BOO(
= ELEVATION
= EXISTING
= FUTURE ELEVATION
= FIRE HYDRANT
= GATE VALVE
NV = INVERT
= LINEAR FOOT
L = MINIMUM BUILDING LINE
= MANHOLE
/F - = NOW OR FORMERLY
0 = NUMBER
= PAGE
= FLOW
= RADIUS
p = REINFORCED CONCRETE PIPE
/W = RIGHT OF WAY
F = SQUARE FEET
C = TOP OF CURB
yp = TYPICAL
= VELOCITY
�- = 10' X-70' SITE TRIANGLE
= DRAINAGE EASEMENT _
REVISIONS:
A

i
I
TOTAL BASIN
4 PERMANENT POOL EL. 11.0
LENGTH 47.12
RADIUS Q 30.00
CHORD LENGTH 42.43
CHORD DIRECTION N22.59'10'W
LENGTH 47.12
RADIUS Q 30.00
CHORD LENGTH 42.43
CHORD DIRECTION N67.00'50"E
LENGTH 47.12
RADIUS O 30.00
CHORD LENGTH 42.43
CHORD DIRECTION S22'59'10"E
LENGTH O 47.12
RADIUS 30.00
CHORD LENGTH 42.43
CHORD DIRECTION S67.00'50"W
de 9.00
0.50 6.00
LENGTH 14.14
RADIUS O 9.00
CHORD LENGTH 12.73
CHORD DIRECTION N67.00'50"E
LENGTH © 14.14
RADIUS 9.00
CHORD LENGTH 12.73
CHORD DIRECTION S22.59'15"E
LENGTH 7 14.14
RADIUS 9.00
CHORD LENGTH 12.73
CHORD DIRECTION S67.00'50"W
LENGTH ® 14.14
RADIUS 9.00
CHORD LENGTH 12.73
CHORD DIRECTION N22.59'10"W
TRASH SCREEN
REMOVABLE ALUM. GRATING
MCNICHOLS GAL - 10OA OR
EQUIVALENT WITH 1" x 1,97
BRG. BAR. STADARD MESH 4'x 'S-rc"
2.00 �. 1 1E- 0.50
�• -
V v .�
!lit
♦ ! i� I,IIi !"-�
�v l
______________________
q1
D . 1
v IV
y
ii i! it
• D fJ-_
V 1
______________________ _
f t` l r r f
• • 1
l
• 1 i � r
p I'
104 LF 46` RCP B 0.52%
-� ,
•
TO J B M'
• k f i l l r l l r l l
V • D I
�rY-r�_
17
_ ___________ ___________
l , 1
• p
L I + ?-r
V p
104 LF 48' RCP 3 0.52%
' `
• 1
TO -
I f ' r f
r`Illi I
t1� f
-1�
---------- - -- -- -- --
y �
k.
III illy I-�
f
v
V IltikVtkli� l�Irjl`;I
r ,p L-
- F -�L}}I
PLAN VIEW 9 FT. SUPPORT L
3" X 3' X I,,
W/ '-2" DIA. BOLTS a 12" D.C.
Ps
TOP EL. 16.00
16.0----------------------------------------------------------- --- ---------- ------ - - - - --r
15.0------------- -- --- -- -- ---- --- ---- ----- -- -- -- - ------ - - - - - -
STORAGE POOL (OVERFLOW) EL 14.0
13.0 ------------------------------------------------------
---1 6�50
(21 104 LF
FT 48BRCP
12.0----------------------- ---- -------- -- ----- ---- --- --- -- .ten
4.0" PVC ORIFICE
INV EL 11.0 DIS HARGE
11.0 PERMANENT POOL EL 11.0 INV EL_ 11,0. _ _ . EL. 10.46 JB rtt
SHEET •4 OF 4
PROJECT •= PM366-3
DESIGN FILE :.366-3/PM366-3
OVERFLOW DEVICE
SCALE: 1"- 2'
w if
1 I '
A
8$
97.00
57059`10"E
FOR AY
c __ $ • -
PERMANENT POOL
o€ o $ $ $
^: $
EL 11.00
$
q o
•� g 8
d
$
Y
"
MAI BASIN
STORAGE POOL
EL 14.00
POND DESIGN SUMMARY
BASIN BOTTOM EL = 4.0
PERMANENT POOL EL -11.0
TEMPORARY POOL EL - 14.0
PERMANENT POOL SURFACE AREA = 40,857 SF
DRAINAGE AREA = 1,609.533 SF
IMPERVIOUS AREA = 992.273 SF
PERMANENT POOL VOLUME = 194.487 CF
(PER METHOD OF CW01
STORAGE POOL VOLUME P.EO'D = 81,550 CF
STORAGE POOL VOLUME PROVIDED = 148.466 CF
FOREBAY DEPTH = 4 FT
FOREBAY VOLUME = 38.080 CF (19.58% OF PP VOL)
MAIN BASIN DEPTH = 7 FT
MAIN BASIN VOLUME = 131.609 CF
"
PLANT NATIVE CATTAILS AND OTHER
NOTE:
AQUATIC VEGETATION AROUND PERIMETER
SHELF AND AT THIS BERM
FORESAY AND MAIN BASIN TO BE CLEANED OUT
LOCATION (SEE PLANTING SCHEDULE
TO PERMANENT GRADE AT COMPLETION DF
3•/
ON SH 3 OF 41
15 ---
- ------- ----- -.------- ------------------..-
---------. -------.---.- - ----CONSTRUCTION.
- ---------- -.. --- - --- - --
POOL EL 14.0
14
_ _ _ _- _ _ _ _ _ _ _ _----STORAGE ____________________
_
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S.
13
----------- ------ -- --
------- ---- ---- ---. _ ---------
- --------- - - -- - - "
12 .- _ _
- - • 7 - - - - - - - - - - - - _. - -
- - - - - - -
- - - - - - - - - . - _ - _. - - - - - - - - - - - - _ - - - - - - - - - -
it
PERMANENT POOL EL 11.0
_ 6_ - -
10 ____
_- -- - - - -- ---6;
-
FOREBAY
9
3./
7 - - -
- MAIN BASIN
- - - - - - - - - - - - - - - - - - - - - •'2• - - -- - - -
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CURRENT BUA
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30,676.34
30,676.34
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23,330.94
23,330.94
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31,545.01
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27,937.30
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22,213.86
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23,953.39
16
31,266.70
25,013.36
25,013.36
17
32,192.71
25, 754.17
27,754.17
18
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25,840.48
25,840.48
19
32,411.26
25,929.01
25,929.01
20
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25,783.85
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93,715A0
74,972.08
74,972.08
'24A S, 25
137,958.11
110,366.49
94,715.70
26
42,100.66
33,680.53
33,690.53
27
41,272.40
33,017.92
33,0179?
28
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32,987.02
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29
72,842.01
58,273.61
Undeveloped
30
210,905.06
169,724.06
168,724.06
' Impervious area swapped from lot 25 to lot 24A to
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SHEET •1 OF 1
PROJECT -:PM 366-3
DESIGN FILE -7 PN36012004SUBDIVESION
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STORNWATER MASTER PLAN
RICHARD WAYNE SEE PROPERTY
MOREHEAD CITY TOWNSHIP. CARTERET COUNTY. NORTH CAROLINA
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