SW8040106_APPROVED PLANS_20040618

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�;/.��DCC/�6
YYYYMMDD

N /F
Morton Constructlorl Co., Irc
DB. 1637, Pg. 427
tit yy * jti;ti,
TONE
OR
LAN CLAM I SIM AV
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STRUCTURAL
11!'�EE� Ott : .{[T•�1 Mir �.'�'- iMi1A
;•c\•t CLAM IL C
..r .0
STANDARD 24" CONCRETE CURB & GUTTER 0
'�\1\4`� , �}I,+►\ii f,'11N�.��a'i}f �11.i �1
4a �.••. .�` •
-"100146MMI11138nummTRACTUR SHALL FURNiSH NCDOT
0_VM MIX
CERTIFIED ram.
4 . • • .• PERFORM , • • • h-
�..
--TECHNICIAN AT ALL 7MES DURING
s'zpg�cz WMIDWOF A ALL TESTING AND DOCUMENTATION AS
• •/•ti
a -•PROGRAM
TBM
Ncil Ir P 1
I, hereby cart fy that the boundary survey, topographic and base R/W Note:
mapping was provided by Charles Rawls & ASSOCiab*e,conmk from The R/W mown Is positioned 25' from
❑r, cct�Jcl survey by me. of the existing North -
Bound ape. Referersae;_I OT Project
R/W line
snoilm
onneN to be
John L Lf er e, PLS L-2596 > Yy, d R/W line. The Calm 4 not
F documented to my kne*ledge.
C/L Northbound Lane
S 62.11'07"W 2,911.57'
to EPK C Intersection
USHwy1 &SR 141C
.f
NOTE:
415E Q-A-n i RIP RAP FOR STRUCTURAL
SToK AND PAY FOR AT 114E CONTRACT UNIT
P444(f POI SQUARE YARD OR PER TON PLAIN
RP RAP, CLASS 4
USE Na 5 OR NO. 57 STONE FOIL SE MOWT
CONTROL AND PAY FOR AT 1W CONTRACT UNIT
PPoCE PER TON SEDIMENT CONTROL STONE.
DO NOT USE SEDIENT DAY N A LIVE
ST11(,AY.
3
STRUCTURAL S
LEGEND:
EIS =
EXISTING IRON STAKE
CP =
COMPUTED POINT
PCO
= PROPOSED CLEAN OUT
T CONTROL C.O.
= EXISTING CLEAN OUT
W.M.
= EXISTING WATER METER
W,V.
= EXISTING WATER VALVE
F H
= EXISTING FIRE HYDRANT
C.B.
= EXISTING CATCH BASIN
rLO, M.H.
= EXISTING MANHOLE
NOTE.
BOUNDARY SURVEY, TOPOGRAPHY CND BASE MAPPING
PROVIDED BY CHARLES RAWLS & 4SSOCIA"ES.
I
W i n N t
This Property was Checked for exlster ce of
wetlands by Wayne Raglans arc :ne only wetlonds
identified were along the immed'+cte *rings of
Northeast Creek. No Wetlands Hi be impacted
by this project.
CROSS SECTIONAL VIEW— RE A 51 ON S
1 /9/04 REV SE rFR OWNER
4i 1 /18/04 SUPS?PAVE 40
DB, 1637, Pg. 427 // �Sr 1 31 04 REVIS: PER OWNER
6. 63
DB. 342, Pg, 429 2/05/04 PER L;•N[) QUALITY
Onslow county Registry 3/29/04 REVSE "-EP DWQ STOfRMWATER
VICINITY MAP
N.T.S.
TYPICAL PAVEMENT & SIDEWALK DETAIL
W V_%2
N/F
jar ` T. Morton
3. 42, Pg. 66
CONSTRUCTION NOTES:
1, LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION.
2- CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
WATER AND SEWER SERVICES.
3. WATER AND SEWER SERVICES PROVIDED BY THE CONTRACTOR.
4, ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
MEET WITH THE APPROPRIATE SPECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE
FILL AS REQUIRED.
S. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL.
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS,
8. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH DENR STANDARDS AND SPECIFICATIONS,
9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON
THIS PLAN AND SHALL HAVE A CONSTRUCTION) ENTRANCE/EXIT AND SHALL BE
20' x 50' x 8' DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO
LEAVING SITE. (SEE DETAIL)
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T.
STANDARDS AND SPECIFICATIONS AS SHOWTJ IN DETAILS,
11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50'
13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET,
14, ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE
PROPOSED CONSTRUCTION.
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
16. DEVELOPER TO INSTALL STOP SIGN AS SHOWN,
17. HANDICAP PARKING SIGN IS TO BE ABOVE GROUND AND BE EITHER R-7 OR
12-8 SIGN.
18. NO NATURAL GAS ON SITE.
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN).
20- ALL CLEAN -OUTS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS.
21. CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED BY ACCESIBIUTY CODE.
APPROVED 4401'
NOF" CAROUNA E"ONmTAL
MANAGEMENT COMMISSION
CNISM OF WATER QUAL"
16- J vN - Zvv ¢
RECEIVED
APR 0 1 2004
DW@
PRIDJ # f�('U FG 4v 10 (o
REVISIONS PREPARED BY:
CRYSTAL COAST ENGINEERING, P.A.
3817-3 FRI®OM WAY - MERT, N.C. - 2039
Phone [phone] Fax (910) SM-0060
Trww.or]R oo&[e-mail] David K. 1Newoom, P8
SITE LAYOUT PLAN
rRGrnRr_v rvrS
EDWARD E. PENUEL
COASTAL CONTRACTORS OFFICE SITE
WHITE OAK TOWNSHIP, _ ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE. [phone] DATE. December 2003
SCALE: 1"=40" E.B. n/a PG.
JOB #238981 FILE NAME. base
GRAPHIC SCALE
0 20 40 so 160
( IN FEET )
=h g 40
SHEET 1 OF 4

WNTROL
STONE OEM ry
' 1 ;tAy Pon AT
:,.
SEC
DON
TEMPORARY INLET PROTECTION
Morton• .cticn
DL
to
_ w
\(
N\
/
/
_ _/ ,..
N/F �I
I
Moron Construction Co., Irc
//DB. 1637, Pg 427
\X'X
NOTE: __
AL
STONE AND PAY FOR A7 THE ONTRACT UNIT
RIPL� PER SQUARE YARD OR PER TON PLAIN
RAP. cLA.ss I.
/ \ USE Na a OR Na 87 STOW FOR 3epA4lT
I I ► \ CONTROL AND PAY FIft AT TIE CONTRACT UMT
PRIM POt TON SmeENT CONTRA STONE.
00 NOT USE SFD& IT DAY IN A UVE
90 \\�\ STREAK
/ lam/ �\1 o J \\1\\ +
`�`��-_
�l I 1\j NN I \\\\J\�\
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,
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l
+�
-�-_---- �
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k
� , 4� /Acres
�
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/
----------
/ DROP IN(.ET 'I I
TOP 29.9
v 25.49
- _ r - (_11RR INN FT
S_Qx
TOP 50.19
'-!1Qp`rri�
y_
d
CLEARIN
_r
-
,
k
`-
-_------------------
_
_ �._ .
RREEFRF FRF FRE�t
DB. 1637, Pg, 427
DB. 342, Pg. 429
Onsiow County Registry
97RUCTURAL S
Al TEMPORARY SEDIMENT TRAP WITH DAM
r
I J
`
\ TBM
\ -
Nail In ' � L_J
74' _f?� _._._� - . S : -T I # C/L N&thbound Lane
')----------------1._..,_i _
CROSS SEC?IONAL VIEW
TEMPORARY DIVERSION DITCH
,an 10 VI
WAL *KORN w now
■ittil)l11�1�V
�/ i I
• d I.
J
rr
TYPICAL DROP INLE
WT ,o 81
Km,f ir10S. W- 2 r P N'
DROP r•.R CH-11I
CONIC GAM
nli
r r DOOM.
{• Z'C• {.
I 4,r
rw4i--
S 6z I w 2,911.57'
to EPK Intersection
US Hwy 1 & SR 141G,
CH BN 2000
�„ A WAS
T :O NTRM
ROM
U.S. Highway
LEGEND:
EIS
= EXISTING IRON STAKE
CP
= COMPUTED POINT
PCO
= PROPOSED CLEAN OUT
C.O.
= EXISTING CLEAN OUT
W.M.
= EXISTING WATER METER
W.V.
= EXISTING WATER VALVE
F.H.
EXISTING FIRE HYDRANT
C.B.
= EXISTING CATCH BASIN
M.H.
- EXISTING MANHOLE
-SF F
`SILT FENCE
amme
= TEMP INLET PROTECTION
= CLEARING LIMITS
--
= DRAINAGE BREAK LINE
� _^3
`+
= PROPOSED ASPH. SURFACE
~�
= PROPOSED GRAVEL SURFACE
VICINITY MAP
N.T.S.
IF DA < 10 AC USE IF DA > 10 AC USE
I
RATIONAL FORMULA (Q-CIA); 'REGRESSION' EQUATION (0-281Dk')
WHERE. C 0.40 (onelte)
C - 0.50 (r/w) WHEREDA - A/640
HO - 7.0 in/hr
AREA (AC) 010 023 DIA GRADE
LENGTH
\
ME QN QEE MIAL LQW CaW (In) (11)
Umi)
A o.17 -0- 0.17 C, 71 15 100
34
\
B 0.52 -0- 0.82 3.44 15 O.88
212
C 1.34 -D- 1 34 3,75 15 0.58
250
D 0.13 -0- 0.13 0.3E 12 3.4E
216
E 0.42 -0- 0.42 1.18 12 3.4E
102
F 1,59 -0- 1.59 4.45 15 1.00
193
G 4.40 -0- 4.40 12.3 24 O.bE
32'
1 5.02 -0- 5.02 14.1 24 2.00
50.
• INCLUDING FLARED END SECTION(S)
NOTE:
ALL PIPE BENEATH VEHICULAR TRAVEL AREAS SHALL BE RCP (NCDDT
APPROVED). ALL OTHER PIPE MAY BE RCP, CMP, HOPE (DOUBLE WALL)
AT OWNER/CONTRACTOR OPTION.
� ` 1
�L \
(D
U I
C)
N
O
:RMANEl+j/
SHALL
I
!SH 71 r
Aetiands Note:
This Property was checked for _Xistence of
wetlands by Wayne Ragland an,-4 -e only wetlands
identified were along the immec to fringe of
Northeast Creek. No Wetlands ,, t' impacted
/„. DEPTH n e I by this projec
,��TM t.
i PER SEEDW
WVCrV-A1IOM
Exlsr GRAM
CO TH PE11 -
•TE RAN
t19 QDI Or MALE w/ SM
DIStADMdom 93 rmw l M No
MI Y REWD V
SITE PLAX
INTERCEPTOR SWALE
non 1p 1tMlA
I N /F
Elijah T. Morton
REVISIQNS
1/9/04 REV E
F=P OWNER
1 /18/04
S(. L EP7-
.'F
1/31/04
RE -'Sr
=R OWNER
2/05/04
PFP
_�'.D QUALITY
3/29/04
PF''4'
= -R DWO STORMWATER
/•,n umt MARoww cm„
OA N
BARN
4
A
MB. 12, Pg, 66 - --
R %a m STORE
NSYI
010■■■C
■■ ■� ■�
EASTING ROAD
R/w I / R/W
50' MIN.
CONSTRUCTION
ENTRANCE
PROFILE
PLAN VIEW
1. S�tao�rmIadw - U. III rt1 No. 2 (2r -1�to I) w AASNW
wtl�,rr�Lv ab* No. 2 ( 2-1/ to 1-1/Y). uw
I I.M.0 - A• •Mr k% but n•1 Ira• MIw, e0 Ir t
y WI - Not kW than .h (4) iMMa.
♦ VI - Nail/ �111e� VI *A rletl, of AI P•h% of
s Mwr ip - M,.I i,.e.�A r•w W a d�rr to
"I •riln.N pft to .nbe III ptlk r4H-aH
MI Mh•n •CMS is r•0IYn4 It MId MI 6w a in
41 rie4STw ,NIT, wur" 81 rhH, brM into on
oPp1e "ARM" M'•P w r•wnwH Sail. AS aaf,Mnt
shall be pwrw+W R•In WW" •n IIII r�4 dI
•r "Kom O•r Mr- 0 wo N .aL „w e•w rr
w re,w ,pvl., mwl.e.
a Iirhlr,r,aa - TM wilt WI ee mei+bob h •
aan111wI etlYf, rel perat of
wMnal .rir M� :,y:trof-vW TNM "wry r*I
parbrlp 4 •Harp rieYUlnd •Ian• = ownRtWO
ern•M •M meal rMr w IMEWM t of any m•i•,rw uw• to
rinanl AD
trt,•kr• anb pMc +9pr4 dt4P•" •er, d w
Nrn.ldMAlrly, ray marl M nnwrs
REMSONS PREPARED BY.,
CRYSTAL COAST ENGINEERING, P.A.
3817-3 PRZm01( WAY - HUBERT, N.C. - 28639
Phone [phone] Fax [phone]
www.a""coastenoutterin6.00m David L. Neweam, PE
AM
STORMWATER PLAN
GRADING AND DRkNAGE PLAN
EROSION & SEDIMENTATION CONTROL PLAN
PREPARED FOR
EDWARD E. PENUEL
COASTAL CONTRACTORS OFFICE SITE
WHITE OAK TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOH N L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] LATE: December 2003
SCALE. 1 "=40" F B. r /a PG.
JOB #238981 FILE NAME: base
GRAPHIC SCALE
0 20 40 EO 160
( IH FEET )
SHEET 2 CF 4

CONSTANT P _ - --
1' DESIGN SURFACE AREA = 16,157 S.F e EL= 23.06
APPR❑X, TOTAL POND VOLUME = 48,061 CF
ACTUAL F❑REBAY VOLUME = 9,696 CF (20,2% OF TOTAL VOLUME)
3 I
Inlet Pipe (Size and
Material per Drainage P(an)
V ATIBNS SCHEDU
L❑CATION DESCRIP1113 ELEVATI❑N
'Al' MAIN POND BQTT❑M 17,OC
1A2' FOREBAY B❑TT❑M 17.00
'B' PERMANENT POND 2200.
'C' TEMP. STORAGE 2306
'D' 1C YEAR FLOOD 24 01
'E' 1CC YEAR FLOOD 2419
N
Riser
�1
Bottom
Fore --a',
Treatment Pond - Plan
Scale: 1" = 20'
Outlet Structure
(See Detail)
Elev. 'E' (100 Yr storm) a
10` Elev, 'D' (10 yr storm.) �Z
3' Veg, Shelf
Elev. 'C` (1`Desi n ELev,) 17
Etev, 'B'
7 Elev, 'B' Permanent Pond z
41
•.,� n
a Draw Down Orifice �2
<See Detail)
" Elev, 'A-1' Bottom
Main Pord
Treatment Pond - Section
Trash Rack
Scale: None (Vertically Exaggerated;
73.29'
I
r
Embankmen-• shall be constructed of
uniform nat ve material (free of excess
silt, rock gravel, debris or vegetative
matter) ccr'•oacted to 95% of Maximum dry
density in c�:cordance with ASTM D1557
(8`12' Lif-s)
10' (Min)
No 5 Bar 'U' Strap Berm
(Coat w/ Bitumastic
------_- ------
1
Emergencyy Spillway
(100 yr, Flood Elev.)
I � ttet Pipe (Size and
-- Mo,�erial per Drainage Plan) L__-L
©nc �
F:Lr
� Anti -Seep Collar
\,,,__Art'-F!oat Block (See Detail)
(60 CF foncrete)
Outlet Protection
12' No. (See Erosion/Sed, Plan)
57 Stone
Draw Down Orifice
Outlet Structure Details
No ScWe
Anti -Seep Collar
166 8�' —
182-E`
Permanent Pool Dimensions
Scale 1" 20'
SEEDBED PREPARATION NOTES:
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING Tc = A'•
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3` DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' .cEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED -DON 'HE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABUSHMEN- .N
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPAR--Ot,
AT FINISH GRADES SHOWM, SHALL BE REASONABLY SMOOTH AND UNIF::RW,
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING 3E: G
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1DDO S.F. OF �-DEF
PHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO 3GI1_ 7,--.T
REPORT,
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH -"E S
DURING SEEDBED PREPARATION.
SEEDING SCHEDULE (INCLUDING POND SIDE SLOPES)
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNWOFY
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTr
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECUREL'
WITH STRAWT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4X
MATERIAL APPUCATION RATE
LIME 2 TONS/ACRE
20% SUPERPHOSPHATE 600 POUNDS/ACRE
FER7IUZER(10-10-10) 10M POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 5C POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (UNHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE. KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTE: 1) OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING RE�XIREM; •ITS.
2) RYE GRASS OR WEEPING LOVE GRASS SHALL NOT BE USED
REVISIONS.
1/9/04 PER OWNER
3/29/04 PEP DA'y -'Rv •r� `LK
PLANTING SCHEDULE
ham; PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF.
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR TO PLANTING. PLANT ANY Two
(2) OF THE FOLLOWING SPECIES WITHIN THE
LIMITS OF THE DESIGNATED VEGETATED
SHELF AT A DENSITY NOT LESS THAN ONE
PLANTING PER SQUARE YARD
SCIENTIFIC NA F
Peltondro vfrginlo
COMMON NAME
Arrow Arum
SoggRarla latlfdla
Arrowhead/Duck Potato
Andropogon virginicus
Broomsedge
Andropogen glomeratus
Bushy Beordgrass
Typho app.
Cattali
Cerotophyllum DWOersum
Coontdl
Scirpus punysns
Common Three Square
Lemma epp.
Duckweed
Saururus camuve
Uzord Tall
Hibiscus moschautos
Marsh Hibiscus
Pontederla cordato
Plckereiwaed
Potamogoton pectlnatus
Pond weed
Lesrsla oryzoides
Rlce Cutsrasa
Cares Opp.
Sedges
SClrpus volldus
Soft Stem Bullrush
Polygwuium spp.
Smortweed
Juncus effesus
Soft Rush
Nuphar iuteulrl
Spatterdock
Ponicum vergatum
Switch9rose
ACONS cdamus
Sweet Flog
Elodeo conadensis
watwssd
r
volleneria om 1cona
Wild Calery
Zlzonla oquotica
'Mid RICO
i REVISIONS PREPARED BY: -
CRYSTAL COAST ENGINEERING, P.A.
3817-3 FREEDOM WAY - HUBERT, N.C. - 28539
Phone [phone] Fax (910) 326•-00E0
ww".crystalcoastengineerinE,cam David K. Newsom., PE
STBRMWATER POND DETAILS
FOR
EDWARD E. PENUEL
COASTAL CONTRACTORS OFFICE SITE
WHITE OAK TOWNSHIP, C'NSLOVv COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JC-�NSON BLVD, JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DECEMBER, 2003
SCALE: AS SHOWN F.B, , aC.
JOB # 238981 FJLE NAME: PG."4D
SHEET 4 OF 4