SW8990929_APPROVED PLANS_20100406

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW80109 "l
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

0
RIVER
S
M R F RM ROAD
TOWN OF
hONO 0 MOREHEAD Cl
LAWN A N/F
O DB g43 P 6
_ - PI 504909734
ZONED \)
1P
WILLIAM N/F 8 666 PC 1MILLER. JR.
28 PG 414
PI 636700104702
ZONED ED R-20
BOGUE SOUND z __�L - NIL-- /
VICINITY MAP
41 ES OS 845 I p EXEMPT
MS 29p G4,
PIN &: 635608996850 Ji���� 7
i
ZONED
\ BEECH /
\ ARSH CANAL SWAMP
P ?�� ; i
3JI
DEVELOPABLE PORTION
J.
OF LOT 1
m � 7
C -----------------------
ho
"��` DEVELOPMENT �J\ 20' ACCESS
o LIMITS G EASEMENT
i' S542°214 9 1 "E
%`
%% 60
NIL-/ --1--
TLAnD
22.52 s5 �JG 3�9 .�B ILI
S31° 17'29"E ��jL9
a of `l• con
S78051 ' 35"E 28.49 ,
33.80 1 0N- ! /
N/F N77.05 24•E
BALLOU ENTERPRISES ��� ♦p /
DB 409 PG 20 N/F
PIN 08 M. RAY WILLIS
ZONED IF 987701 � IG� �� li'li O i DB 366 PC 431
N07°OS' 19
S6 �_ 11 . MB 29 PG 52
27• it 60
Oh ��Q/ PIN #: 636601197540
"W a,�0' �Q• i '�
° ` ZONED IF
40. 10 hP ° A
h 510 0 A9 0, ,QJ i
LOT DATA
S68N28.24'05"W a m 42. 457'23' N19°22' 4"E ^ %4%/ LOT # TOTAL AREA ALLOWABLE IMP .
69. 09 to
y _ 16.54 1 622.467. 84 SF 360.000 SF
70.86 E on ✓ O Q�i 162.212. 69 SF 145.992 Sf
57'p8.• • p / 3 82, 742. 20 SF 74, 470 SF✓
363525 '33..E h N3139.21 E ® �9� �Q i 4 26.219. 71 SF 23,600 SF✓
N 18° 2 (� e SS2• Se �v 5
75. 494. 89 SF 67.946 SF✓
24' 18.,E N68°q/ rn N19.22' 4"E �'� ,�� i 6 124 ,883. 01 SF 112, 395 SF�
70. 71 0 12g 23•. 157.97
0 00 y 2� i 7 67. 189. 99 SF 60.470 SF✓
N1g° 8 59.377. 05 SF 53.440 SF✓
4 18 E `v h O q p•a / 9 60.824. 65 Sf 54,472 SF v
/ 57 0.60 ACRES 3 co SS ?O N �lb
co co X
• � q o 2
°�• �• ^
•`• •� �.,` e(/S%N f k' S1•q/ N N O N ro c� 4r ,,l• �3• / /
�••�, OgIV N P O, P� i P i
.�•• F £ 1 n /B .�0 45
h oh
SITE DATA
•`• B0 2 A h RECEIVED
20.6 ES
•�••�• Ve(/ 4", �� ! RICHARD W. SEE MAR O1
.�• C 2p. Q TRACT AREA = 29ZONING = IP
.42 ACRES
RIOyr 4,09 W 1 �p / M.B. 306PG. 9586719 NUMBER OF LOTS = 9 2010
�••�••`• OF kAY N8 2 q • 7 �� / ZONED CH SETBACKS: G1 I/
•�•y,•`• W N850 24 '43"W 0 ,,3 �w / FRONT = 25' BY: clq( Cy-- I
•�•.�• ------------- S. a^ti �� ,��P i/ REAR = O' SGIJ S "1 aU7 Z 1
SIDE = 0'
LEGEND
•~���•''••-••-............_..�..�..�..�,• `\ 2qg3 W `�' i' APPROVED REVISIONS:
%
`•��• \\ Er>ti
•�• oalrRo:�•, NORTH CAROLINA ENVIRONMENTAL Na By DATE I D>=scRiprm
•�•.`�• �-CORNER A1�,• 1 DWG 11124108 DWO REVISIONS
41,p a�. \ MANAGEMENT COMMISSION 2 DwG 2�26/b o a a 9
404 WETLANDS DIVISION OF WATER QUALITY
N/F NOW OR FORMALLY CURVE DATA
EIR EXISTING IRON ROD ° j� A/V �,
CHORD DIRECTION S77 06 01 E i �•
DB DEED BOOK CHORD LENGTH 79.51 i 2q F 6p?'-
•
MB MAP BOOK CURVE LENGTH D 279. 79
75.0
STORMWATER EASEMENT RADIUS 275.00 � � / N/F Ni p & // ORTS AUTH �? CMT SITE PLAN
CHORD DIRECTION S75°24' 43"E J : 63660loagOIY �
IN
CHORD LENGTH 123 29 ZONEo 1P 018 \\ M41 JONES BROTHERS INDUSTRIAL PARK
CURVE LENGTH Q 123.92
RADIUS 355.00 EPK
ro
MOREHEAD CITY. CARTERET COUNTY. NORTH CAROLINA
N/F JONES BROTHERS PARTNERSHIP LLP CLIENT: JONES BROTHERS PARTNERSHIP, LLP DESIGNED:
D.B. 636 PG. 311 501 BANKS LANE RDC
M-B. 63660G. 414 ADDRESS: NEWPORT, NC 28570 DRAWN:
M.B. 28 PC. 414
.,•ollotn►t'44 RDC
1 00 50 0 1 00 200 N cn�O
CHECKED:
�'-`'�•°"'.ES3 •�'2''+ PHONE : [phone]
/oy.9 RDC
low mm1; ¢ SEAL 9f 3 * S STROUD ENGINEERING, P.A.
APPROVED:
SHEET #1 OF 13349 :Q 151A HIGHWAY 24 RDC
�L?� ;t vGiNEEP; w��. MOREHEAD CITY, N.C. 28557 DATE :
PROJECT #: PM987 SCALE: 1 =100 .,oq1 " • ,•...• �Q 2�47-7479 9/23/08
DESIGN FILE #: 987M/MASTER STORMWATER PLAN.OGN .,•�w10,CVi„`���, _S\="; , i:' 4 1 SCALE :
RONALD D.CULL PH P.E. 1 =1 Do'
- — -

i
O
HIGH DENSITY DEVELOPMENT DATA
RIVER Z SITE DATA
NIL- TRACT AREA = 29.42 ACRES TOTAL PROJECT AREA = 29.42 AC
y
S = ZONING = IP
M R F RM ROAD NUMBER OF LOTS = 9 TOTAL WETLANDS = 3.89 AC
SETBACKS: TOTAL UPLANDS = 25.53 AC
TOWN OF FRONT = 25'
pNO O MOREHEAD CI �`� REAR = 0' STREAM NAME/INDEX = NEWPORT RIVER/21-( I )
G A i � SIDE = 0' STREAM CLASS = C
AWN OB N/F
ID Cps N� EXISTING IMPERVIOUS = 121 .297 SF (2.785 AC)
\ g 61
�l
3 PINSq a: 635704909
CO ZONED IP 734 PROPOSED IMPERVIOUS = 831 .658 SF ( 19.09 SF )
�1G
(J ���� ACTUAL % IMPERVIOUS = 64.9%
0D W1LLlAM N/F
D8 666 PG* MILLER, JR.
C�
������ i PIN2-; 6 g7g2
6367 02
/ /^ 'S \ ZONED R-20 1047
ROGUE SOUND ������� / %M' / \\
I \
MAINTENANCE PLAN
/ r
Az
MAP
L � I 6 rQ' � 1 .ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
VICINITY MHf�� � i ,5t `+ W\\ \" FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
U ILITIESFEXEMPT �' / �� irr�/l 4��`` \\\\\\I .' \�� PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS
MB 84 PPG q90 �� �� I i/, \\- ___`\'ii r REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
PIN u. G 357 I ,i u// r _ ____ y t
635608996850 �_NSL j,�J FUNCTIONS INDICATED ON THE PLAN.
ZONED !p
--' .----- \ `�8 2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
BEECH SWAMP WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE
ARSH CANAL
REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
� E—VEVOPAB,LE PCiRTrfOd� �. 3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED
� itr'/ OF I-OT ,I i / ��a AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO
/) t4 /i / _ // / ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
WIDTH OF DRAINAGE EASEMENT
(SEE PLAN FOR DIMENSION) �� �� � / 11 S"RRE o
ti
' I " yy �� I 1 , , , - . ,'
��¢�.I`� ` ` NOTES
,
1 . PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
BOTTOM ii%r' .rosurcr�a ,-_ ^ r' ,' �� ' �� \�� JONES BROTHERS PARTNERSHIP. LLP
WIDTH ALTERNATE PIPED „ „ , ,, " (-A ,
/f,^ -' ■ , ''r , �\ ` � . 501 BANKS LANE
SWALE �i" �\` �1 �, / �uaczrit / , \ q , \,/`I_`, `� `�� ` �� NEWPORT. NC 28570
4 - _. r/ii"�S'i��` �? ✓:a• i w[•s�or r�'' `,� '/ ' \ �,7/ , `.�q. ��\ 252-622-7369
^! 5>•IKTuec n v
- �.. 2. ANY BORROW ACTIVITY REOUIRED TO BE OBTAINED FROM A PERMITTED MINE.
IN
\ ` \ IN
\t SIC ������ `�� +• \ - -� IN
< r,r , `�
11
`ON/ ''� CONSTRUCTION SEQUENCE
1. INSTALL STONE CONSTRUCTION ENTRANCE.
�� ` �'• _� - ' '' /� ---- �9 I `\ 2. INSTALL SILT FENCING AS SHOWN ON PLANS.
r° ,, / 4,, R 17
f �\ - 3. INSTALL SEDIMENT TRAPS, RIPRAP OUTLET PROTECTION AND STONE
VEGETATED DRAINAGE OUTLET SIC SIG . �/ s `•. i\•� - ,'','�$d /d� h ' CHECK DAMS AS SPECIFIED ON PLANS.
SWALE DETAIL SECTIONS A—A ""a ¢/ �. /,;', 'p I iym + / ,'/ r 4. CONSTRUCT DRAINAGE SWALES WITH APPROPRIATE SEDIMENT CONTROL
_rar sue.°_.. \\.`�a •`__-�� .. , .., u�� Qe I, .\ \\� z+\\\ ' i MEASURES.
N.T.S. 5. CONSTRUCT WET PONDS.
Nj 0 - - rr f +11- \\\a�� ^ ^irri ,q i 6. PERFORM FINAL SEEDING AND MULCHING AND FILL SEDIMENT
7. 5' �� ,, \ a r,r •c „ ,' i' TRAPS UPON STABILIZATION OF DRAINAGE SWALES.
N/F 24,f 1
BALLOU ENTERPRISES �G �It �i, -\\:ac \` \ \ ?��` r ,' i ,' \ ----__\ i ^ ',' ' N/F
DB 409 PG 209 �. _ ii' / / Z� Z % , / M. RAY WILLIS
PIN rs• 635608981701 i T +_ O DB 366 PG 431
ZONED IP { / ` She 0: $ alv3nn•r , � /' MB 29 PG 52
N07°05'S6"N �l -. T3 T9-" :/ 'Z9" 3p f O � �g : 'w ""v°Co.00 \\ `r i ' ' r' �`•� PIN #: 636601197540
^:\ � � .+ , ` s�\` 'sc� I \ r rr r ZONED IP
Pr'- -,��\ .\ I � '�\ ,` p�'O ♦, \ 1+\\\s • rr' 4rr /
40. 10
_yr , SCHEDULE
r I- � ;, - �,r ,' SEED I NG
47'2 MV ro o•' .49�
698.24 05„N %.' ' '' 42' 45 /e - r -_ i nev ~S�/F` `�� ,' Ir' / SEED BED PREPARATION
D9 �_ _ / ------ / , :, ` q`. F� / LIME----------------------------- 2 TONS/AC.
IP_R
S$9° `\ / j r °m n ,5%` oS=\ / �StY H h'' /rr e � '(�i 10-10-20 ------------------------- 1 .000 LBS./AC
57'08,, `fir - Y / I )� 1` `< `T h' ' �' �i 0-20-0----------------------------- 500 LBS./AC (AFTER SEEDING)
70.86 E • r / ' / r ', r N r i 'i 'rr/ ' Q ASPHALT TACK--------------------200 GAL./TON OF MULCH
N53• ii / / • l+ °'i 8 ii / I I ` ` �. . %'^ir, r �C•// SEEDING MIXTURE
25'33'E / l / b r rr ' I N `\ / (FEBRUARY 1 -APRIL 30)
s .
36.52 ,,'r- 1 , - , r �,/. �.,
I / I TALL FESCUE---------------------- 50 LBS./AC
\ 70. 724 % / 1 8a o. +, / r z w ` % y,It,o,,��wwl I ,o� S� `
N180 3 e�/6 -i_% l / zr s3 r' h`•v^6o.do F�" 9`. ,' ¢ r Qi/ PENSACOLA BAHIACRA55---------10 LBS./AC
18"E _ 00 ,�`g4� oo / l • � r / t = a: ` l 1 r . KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS./AC
AIL SIG " ' \\ Z'r m `� N ) ' / / `� I M �'~� \ ` '-.' /r ' fd
0 / _____________________ L
1 Y `� , /:.______--'' �' ' (MAY 1 -AUGUST 31 )
r , , i/ r TALL FESCUE 50 BS./AC
� / / , \ t- ♦ i' 1, .�/ , O �
I II 4. 1 / �, / , ' /� �// , y� �,`, O \ �ti\ �� �Q yv , �P/ KOREAN OR KOBE LESPEDEZA(SCARIFIED)----50 LBS./AC
'E / , ti r . ` 4 , r BROWNTOP MILLET--------------- 25 LBS./AC
I , 15.57 I / Y 0.60 ACR / , /�. r , l l_ / r , I r, r , Q'/
' (SEPTEMBER 1 - JANUARY 31 )
�. AIL \I i o,'" / '•./1 r/ r / r l l ,r r n / , . r r r / TALL FESCUE---------------------- 60 LBS./AC
" /+, `O W,� g' / .•/� _/ f ; r `� • '„'I , �Qi KOREAN OR KOBE LESPEDEZA (UNSCARIFIEDI--- 60 LBS./AC
,E
RYE (GRAIN)---------------------- 25 LBS./AC
�•,\ - z r, , � )Ay ` - l / �P / �/4 W� i/ r �04� `� FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SER I CEA LESPEDEZA
F / / , q rr LANDSCAPING MIXTURE
SS O - qv ,i * / yr A / / 2 <` , �p , / COMMON BERMUDAGRASS- MARCH (UNHULLEO)-----20 LBS./AC
RI�F - • l \ r / ,' / \`\ `Yl'f `���.A' br' / IJANUA Y i MARCH 1 1
r �j/ 4 / R 3
�3 /
F 1 r ,� / 1 ar. i
kTF ? $ 2$ / \ I I \ r ' ' 4/ / \ . , „�4r (APRIL 1 - JULY 31 )
NS10-`, ,'a,00/ 4 \ / v \✓ • o/ i �l_ `•''s `I IN
",�� s / / COMMON BERMUDAGRASS (HULLED)--------12 LBS./AC
- -` ,O. it N/F HYBRID BERMUDAGRASS SPRIGS MAY BE USED.
PUBS R I HARD W. SEE
PIN #: 636601286719 d
M.B. 30 PG. 957 WETLAND SPECIES (PLANTED AROUND PONDPERIMETER SHELF )
\ OF ZONED CH
ARROWHEAD (SAGGITARIA LATIFOLIA)
r rii ' BUTTONBUSH (CEPHALANTHUS OCCIDENTALIS)
�• ` -' _ '__'-___—_-- I r " r / BROOMSEDGE (ANDROPOGON VIRGINIANUS)
----__ -=5 "--=•r_�_'_ v , r i LIZARD'S TAIL (SAURURUS CERNUUS)
• ••----
- - - •--•- `- --;' ;:. ''„ / REVISIONS :
�••� `ear!' r' `r N0. BY DATE DESCRIPTION
r
••N. 'per• I OWG 11124108 DWO REVISIONS
2 DWG 2126/p
•% r � 0 6
/ !N.C PO N/F �,.�. C/C R
PIN P, 6366pT HOR j0/`/j OF STORMWATER PLAN
/ TS
089018 \ZONED !p k'q y
EPK JONES BROTHERS INDUSTRIAL PARK
MOREHEAD CITY. CARTERET COUNTY. NORTH CAROLINA
N/ JONES BROTHERS PARTNERSHIP LLP CLIENT: JONES BROTHERS PARTNERSHIP, LLP DESIGNED:
D.B. 867 PG. 153 501 BANKS LANE RDC
M-B- 63660109414 ADDRESS: NEWPORT, NC 28570 DRAWN :
M.B. 28 PG. 414 RDC
100 50 0 100 200 C Essq��/��'• PHONE : [phone] CHECKED:
::Q, Uy. Y RDC
SEAL 9r *= STROUD ENGINEERING, P.A. APPROVED:
13343 RDC
?p Q 151A HIGHWAY 24
SHEET #2 OF 3 SCALE 1 //—� 00 / 'a2y!' L:/NE�P' j ,`� MOREHEAD CITY. N.C. 28557 DATE :
�. < ` ' ••••• �e r 47 7479 9/23/08
PROJECT #: PM987 O. CUV��o° 1
I Sao ��P�O-
DESIGN FILE #: 987M/MASTER STORMWATER PLAN.DGN ONALD D.CULLI HER .E. SCALE :

13. 15
N81 ' 15' 14"
S53.22' 11 "E 7 S53" 22' 11 "E
271 . 50 81 . 17
FOREBAY
MAIN BASIN
PERMANENT POOL
j w PERMANENT POOL
c oo w w w
cn MAIN BASIN v _o Q O v 0 `r 0
FOREBAY re) rrnn o r) M
z ZD i '
0 - 0.0- - - ___-____._-.-._- -____- __ In re) In
z z z
1 . 0 2. 0 3. 0
fill
4. 0 L 5. 0 4. 0 3. 0 13. 00
5. 0 6. 0 7. 0 8. 0 9. 0 6. - 0
9. 5 8' 0
10. 00 S53. 22 ' 11 "E 553022111 "E
271 . 50
L13. 15 81 . 17
S81015' 14"E
PLAN VIEW WETPOND # 1 & #2
SCALE: 1 " = 30'
DIMENSION PLAN @ PERMANENTPOOL WETPOND # 1 & #2
SCALE: 1 " = 30'
NOTES: in
1 . FDREBAY AND MAIN BASIN TO BE CLEANED OUT PLANT NATIVE VEGETATION ON
TO PERMANENT GRADE AT COMPLETION OF 10:1 SHELF AREA AND AT THIS BERM LOCATION.
CONSTRUCTION. NEITHER CATTAILS OR WEEPING LOVE GRASS
OVERFLOW EL. 10.93 POND 1 2. PROVIDE PUMP MECHANISM ON SITE FOR MAINTENANCE ARE TO BE PLANTED ON 10:1 SHELF OR POND
OVERFLOW EL. 10.83 POND 2 AND/OR EMERGENCY POND DRAINING. SLOPE(SEE PLANTING SCHEDULE ON SH 2 OF 3 ) 14.00
13 - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
12 - ut - - - - - - - - - - - - - - - - - - - - - - - - - - 3" NO. 57 STONE
- - FILTER FABRIC
11 - - -'i ---EL. 10.50 TOP OF S ELF----- ----------- ------- ------- ` - - -
19 -6 _T --EL .,9. 00 BOTTOMTOF S ELF TO 3: T SLp ANENT POOL -EL 10 EL. 9.50_00 ---------- EL. 90000 1 ,; - ------- -EL 10 59-- 6: 1 o
: 1
8 „ - - - - -
6:1 FOREBAY ' ' o
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ o
LEVEL SPREADER
7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -
MAIN BASIN ^i TRASH SCREEN v
a - - - - a - , - r, -�
6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - � , - - - REMOVABLE ALUM. GRATING
_ - - _ _. _ _ _ _ 6.33 MCNICHOLS GAL - 100A OR 5 _ - - - - - - - - - - - - - - - -
- _ - ._ _ __- - - - - - - - - - - _ _ - - - - - - i I _ _ - _ - - _ - _ _ _ _ _ TRASH SCREEN EDUIVALENT WITH 1 " x 1.8' 1 I ( =_
4 - - - � - + -- - - - - - -- - - - - - � � , , - - - - REMOVED FROM BAST - -- - - - - BRG BAR STADARD MESH 4" ,
_ - - - - - _ -. _ - - - ._ _ - - - - - - - - - - - - - - - - - _, REMOVABLE ALUM. GRATING x 1516 M
3 _ REMOVED FROM BASI , McNICHOLS AL - 1 A OR I M I
2 - ! - - - - - - - - - - - - - ' - - - - EL. -2 OOi _ _ EQUiVALENTSWITHR1oMxSle' I i i � o
BRG. BAR, TADA D MESH 4"x
16
_ _ -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I INJ�
EL 0.0 SEDIMENT T BE REMOVED-FROM BASIN -j a 0 _ _ - - ? _mo - _ - _ _. _ _ _ _ _ _ _ _
I
v l
-1 EL. -1 .00
! 1 I I I
1 .29 30.00 195.50 30.00 24.00 33. 17 24.00 L - if
- - -- -- --
cc
r ---------------------------------
5. 00 3.00 3.00
3.00 5. 3.00 24 LF DUAL 36' RCP @ 0.37.
5. -- -
5.00 A --------------------- 0 A B -------------------------------
LM
5.00 - L i o
POND X-SECTION A-A j ------------------------------------- c o
SCALE: 24 LF DUAL 36" RCP @ 0.3%
H: 1 "= 30' F ------------------------------------ -- --------------------------- --!
!
PROFILE VIEW WETPOND # 1 $ #2 24" MH RING 8 COVER 10.00
24" MH RING 8 COVER
2. 10 3.02 0.67
LEVEL SPREADER
3" N0. 57 STONE 6.33
OVER FILTER FABRIC
POND 2 OVERFLOW STRUCTURE POND 1 OVERFLOW STRUCTURE
SCALE: 1 " = 5' SCALE: 1 " = 5'
r
6"PVC STUBBED LL
INTO BOX
w
6"PVC TEE
w
TYPE
SCREW 7y LL
TYPE PLUG _) LEVEL SPREADER
a
OVERFLOW EL. 10.93 POND 1 2.50 ___ -----
_____________ J
OVERFLOW EL. 10.83 POND 2
------------
PERMANENT POOL EL. 10.00 --- 0 O
5.00 ---
6' PVC CAP EL. 9.0 POND 2 REVISIONS :
DRILL 3" ORIFICE Na BY DATE DESCMPItON
tNV EL 9.0 6.33 n4O 1 DWG 11124108 DINO REVISIONS
N
3" NO. 57 STONE
OVER FILTER FABRIC
SECTION AA ( BB SIMILAR )
SCALE: 1 " = 5' DOND DETAILS
JONES BROTHERS INDUSTRIAL PARK
MOREHEAD CITY. CARTERET COUNTY. NORTH CAROLINA
CLIENT: JONES BROTHERS PARTNERSHIP. LLP DESIGNED:
501 BANKS LANE RDC
30 15 0 30 60
ADDRESS : NEWPORT, NC 28570 DRAWN :
! I �aanu1�� RDC
'��'�'il�l�lli �.��Q,o $004 PHONE : [phone] CHECKED :
SCALE 1 "-30 '
* tot SEAL STROUD ENGINEERING, P.A. APPROVED :
SHEET #3 OF 3 1984,; * 151A HIGHWAY 24 RDC
: p�'y� MOREHEAD CITY, N.C. 28557 DATE :
PROJECT #: PM987 �'ry ••�:�'p (25 7-7479 9/24/08
DESIGN FILE #: 987M/MASTER STORMWATER PLAN.DGN y'q� •�• �� -1, SCALE '
. 0 a �
R ALD D.CULLIPHE P.E. I 1 =30'

_ I J
RIVER_��
RECEIVED
NOV 2 6 2008
M R F RM ROAD liz \I,-
fy w .IIT BY:
TOWN OF li i --------.._
g DND / MOREHEAD Cl
61
08 S43 LI Z
PIN st; 3570 4909730 g9u9 z g
APPROVED
i � ZONED Ip
s L / NORTH CAROLINA ENVIRONMENTAL
LIAM
MANAGEMENT COMMISSION
D8666 pa,
JR.
M8 28 P DIVISION Of WATER QUALITY
y � 13
�Ji I'�`li i �7 36102
JAI; ;i ZONED R-20 104702 Sl P 12- 3_ og
BOGLE SOUND
O �
VICINITY MAP LITILITI6 SF ,
08 84 EXEMPT , , li �I,Ji I '
US PC 490 /
PIN �9,PC 35,
2
ZED635608996850 1 I' �I
ON , /
BEECH SWAMP IP �\I � / � ; /
ARSH CANAL / �
/ DEVELOPABLE PORTION
OF LOT 1
LOT 1
4� o � I, / DEVELOPMENT �J 20' ACCESS
o LIMITS �� EASEMENT
I� 7 (,�\ q S5 1 1 „E
� NIL 0649
�! � Ali.li�! `��. a /60 3 � �/�• ss2° °
% N14 A,i ���
�` ^• /2
1 -jC'E ID LA ��` 7.,
S17° 6'44"
22.52
S31° 17'29„E I i � Rk\I89 ! - I . 9 61 �O �� a 1'/32(
`b cv i
28.49 1a a
578°51 '35"E
Nl7°OS 33.80
N/F 24 E i4�/j
BALLOU ENTERPRISES �� zl -�L ! i
DO 409 PG 209 %' N/F PIN #: 635608981701 i i i i i i , 11 IG O / M. RAY WILLIS
ZONED IP "t DO 366 PG '31
`I, /9 ' `� V�ice' MB 29 PG 2
�I o // PIN #: 63R01197540
.•
20TOS'S6"W v . Y ,3ago ! ZONED IP
40. 10
i li li _ ry S ° 60• P i,
ss8°47,23 ^ %// LOT DATA
N28°24'D5„W /_� �a °' 42.45 N19°22'4"E �PO j LOT # TOTAL AREA ALLOWABLE IMP .
69. 09 I � / 16.54 // 1 12 9°57 08„ SF
70 E ,° . � I I,� ORi O / 162, 22. 69 SF 145,99
86 ' N36°37' "E O 3 ,'MCP// 3 59 . 377. 05 SF 53.440 SF
3°25 33 E � ' h 139.21 17 i' 4 60,824. 65 SF 54,472 SF
36.52SB ,'� i 5 1 75,494. 89 SF 67,946 SF
8 24 1f"EI I i O o N68•gl <n N19°22'4"E �/ ���% 6
707
1 124.883. 01 SF 112.395 SF
157.97 /2 i 7 67 , 189. 99 SF 60,470 SF
8 26, 219. 71 SF 23,600 SF
©
41 E
' ry0.60 ACRES ss 4 v�,o ^�0 <b° 9 82. 742. 20 SF 74.470 SF
ca
IJS
lyFs'
'�•�,. SIDM 80 00 4D n = m C. i SITE DATA
R'�• i AV 'V g° 2 i o /' N/F
E
TRACT AREA = 29.42 ACRES
9 ql „�? RICHARD W. SEE
p.ly 1 20.6 �QQ i i PIN #: 63 6601 28671 9 ZONING = IP
T M.B. 30 PG. 957 NUMBER OF LOTS = 9
0 % ZONED CH SETBACKS:
�••�.y Dp W 2 W 4 y` N8 4 7 .
N85°24'43"W o^`� "�G i FRONT = 25'
�-•� ---- ---- %" �� 'w ' REAR = 0'
SIDE = 0'
••`••_••_4i._ q'q3��' �� � REVISIONS
LEGEND ��••., Iraq<� as BY DATE DESMIPTM
-'/ 404 WETLANDS •`•��• foRNER pgN�
N/F NOW OR FORMALLY CURVE DATA
EIR EXISTING IRON ROD CHORD DIRECTION 377006'01 "E i' i''� !� •�
DB DEED BOOK CHORD LENGTH 79.51 i ' q' 80;,p�
MB MAP BOOK
CURVE LENGTH 1Q 79.79 i � ��• e<
/�// STORMWATER EASEMENT RADIUS 275. 00 ' 'IN /F 9 7C
CHORD DIRECTION S75°24'43"E ' PIC PORTS
N tt: 636601089I`T 5� '9`Cyl OR SITE PLAN
CHORD LENGTH 123. 29 ZONED IP y4j,
CURVE LENGTH Q 355.00 123-92
RADIUS 355 EPK JONES BROTHERS INDUSTRIAL PARK
\pro
MOREHEAD CITY. CARTERET COUNTY, NORTH CAROLINA
N/F JONES BROTHERS PARTNERSHIP LLP CLIENT: BROTHERS PARTNERSHIP. LLP DESIGNED:
D.B. 867 PG. 153 501 BANKS LANE PIN# 63660109 414 RDC
M.B. 28 PG. 41 ADDRESS : NEWPORT, NC 28570 DRAWN:
RDC
100 50 0 100 200 °Q�N.
�2QCARp
` fo��gs � PHONE: [phone] CHECKED:
RDC
a" a� SEAL A STROUD ENGINEERING, F.A. APPROVED:
* 1 151A HIGHWAY 24 RDC
SHEET #1 OF „ , i
.t�,-- MOREHEAD CITY, N.C. 28557 DATE
SCALE: 1 =1 00 '� , '7ae� 7-7479
PROJECT #: PM987 •, J ee 9/23/OS
G�e`ae
' DESIGN FILE #: 987M/MASTER STORMWATER PLAN.DGN •�t�y���psNe — —
SCALE :
NALD D.CULLI R •E. 1 =100'
MASTER STORMWATER MANAGEMENT PLAN.dgn 9/292W8 3:04:53 PM

HIGH DENSITY DEVELOPMENT DATA
RivE R ' �j �1 z SITE DATA
CD _ TOTAL PROJECT AREA = 29.42 AC
TRACT AREA = 29.42 ACRES
�I'� ZONING = IP TOTAL WETLANDS = 3.89 AC
M R F RM ROAD ! / NUMBER OF LOTS = 9
' SETBACKS: TOTAL UPLANDS = 25.53 AC
TOWN OF \ / FRONT = 25'
p01y0 0 MOREHEAD CI \\\ / / I REAR = 0' STREAM NAME/INDEX = NEWPORT RIVER/21-( 1 )
G A h \ / \\ SIDE = 0 STREAM CLASS = C
AWN N/F
{ AD \" D9 543 PG J� �\I/,LEI EXISTING IMPERVIOUS = 121 .297 SF (2.785 AC)
- - PIN u: 635704909734
ZONED IP � PROPOSED IMPERVIOUS = 831 .658 SF (19.09 SF)
GO
J/ /
ACTUAL % IMPERVIOUS = 64.9%
�-
JWILLIAM N/F PG 1MILLER JR.
M8 32
PIN 2:P6367001047
`\ C 414
ZONED R-20 02
`. xJ/ \I/�,L
t
ROGUE SOUND -I- / / I/� ! Ila
7 MAINTENANCE PLAN
_/
1 .ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
VICINITY MAP OTILITIESFExN11-1 / ifrr4' i /t \ PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS
M06B 846 PG 490T / / \'\/ \�.'J/ / ! ,/iq/rr7rir // �"`�_ y`rtgt /`/ \
29 PG 35t REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
PIN u I i ,f% iirif a==_=;ass" ' / \ FUNCTIONS INDICATED ON THE PLAN.
ZONED I P 08996850 / � � =-__
/ -91—
I Ni/ \11, f ,w77w 7r __ys4 - i "� 2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
MARSH SWAMP � L � N,iir`, 'i%r' % ,- 'l, Y[, `-- I o WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE
CANAL �, , _ / 77f "f f „I `< REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
I I d / 7frrr /i r a r
,{
7r7rr77DEVEVOPAB/t-E P(!RT/l , "\ 3.ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AND MULCHED
'OF t OT Y AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO
rtir/r�i�`„r r/ / �� .' ri / °�\ ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
�� o t I \
WIDTH OF DRAINAGE EASEMENT �I I ' II i; %('r
(SEE PLAN FOR DIMENSION) __ �i- � �L� ff � rrr r\ iil "1 1001MRE ' `; /' `\\
--------------------- ' Q\�
NOTES
IN 1 . PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
ANZ
y`'/ '`� JONES BROTHERS PARTNERSHIP. LLP
BOTTOM \�\G i'' _; ino JuncT oR / . r // ' ` \ / \
A - r \ \ 501 BANKS LANE
WIDTH ALTERNATE PIPED / fa `\ get h / Gj ' " n� `` ` ` NEWPORT. NC 28570
41 SWALE �( I/ ipi<It .r un�ezr ts@r /r , (y\ i '/ \ y t t? �/ i\`\� 252-622-7369
sTRUCTURE M r ! '/ •/ . / r// .r f\ \CF `�
a / rf. a f/, f / �� 2. ANY BORROW ACTIVITY REQUIRED TO BE OBTAINED FROM A PERMITTED MINE.
5. 1 SL r 1 5 �,E,.: i I �'�.. .�.r-� _i �!/ �� `�\?'��`�` � ��. ! � / ` / l/ii � r //' I ``� `\
�`/% \
CONSTRUCTION SEQUENCE
\I� \moo\\\ �\ ,, \ ///�/A� /2.� rrr ,r tt \`)s�`\ 1 INSTALL STONE CONSTRUCTION ENTRANCE
2. INSTALL SILT FENCING AS SHOWN ON PLANS.
3. INSTALL SEDIMENT TRAPS, RIPRAP OUTLET PROTECTION AND STONE
VEGETATED DRAINAGE OUTLET R ,, 5 :� %// , f S ` ,� CHECK DAMS AS SPECIFIED ON PLANS.
` 'v �\. 'r/ �` '�P ' °` f / 4. CONSTRUCT DRAINAGE SWALES WITH APPROPRIATE SEDIMENT CONTROL
—A
SWALE DETAIL SECTIONS A ---_ s " '_` s` /
.d \ \\� // 'h /p a\\ I / , % MEASURES.
5. CONSTRUCT WET PONDS.
N.T.S.
6. PERFORM FINAL SEEDING AND MULCHING AND FiLL SEDIMENT
/ t /
,N/F ` � � � ��� � ., ,/ 3c• ca \ r / i� TRAPS UPON STABILIZATION OF DRAINAGE SWALES.
rr . .� / \ / f'
BALLOU ENTERPRISES 1/ / I/ _ � - „y `;, /` ---- / / //
DB 409 PG 209 \I/ \I/ /i'/ \ -' ,' �tty/ t \ r p ,' i' N/F
PIN #: 635608981701 J/ \I/ / � _ _ /�, 'f I , ," RAY L S
ZONED IP FuAi P s �` t ! 7r ' / / / MB 29 PG 52
1/ NI PIN #: 636601197540
ZONED IP
RCP
It'll ' 11
RIP SEEDING SCHEDULE
s
1 [` /' -- !i / ' 1 Uzi Ra -' � F`\ \� i i` --SEED BED PREPARATION
, / 4 r� LIME --------------------------- 2 TONS/AC.
---- - 10-10-20 ---- ------------- 1 000 LBS./AC
( ,''�\ 0-20-0----------------------------- 500 L85./AC (AFTER SEEDING)
n [ tf -/r �/ L y r, \ \� ; /, 'i/r / Q, ASPHALT TACK-------------------200 GAL./TON OF MULCH
.,` Z \\ , "a/ r// r V : SEEDING MIXTURE
(FEBRUARY 1 -APR IL 30)
_ ( N . f / TALL FESCUE---------------------- 50 LBS./AC
pi
S� / [ `�izuniizr 3L• t I I ' r' nRv�o.do t ` oR'r` O \ r Q. f f, / Q ! PENSACOLA BAH I AGRASS---------10 LBS./AC
I \ � a.00 oo ! t RCP O \ ; r o \ _ \\ / y / i KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS./AC
I ! �4f`\ \_ --- _, O ; (MAY 1 -AUGUST 31 )
!'' f ' 1 /� r` �F\ TALL FESCUE-------------------- 50 LBS./AC
11i J/SGI 1 r � / % I �/ �\ \ I t t\ F-Ay� `\ ��/ �/ d� f Q i'
�I 7 ! ! ly / I f x\ a\ r \ fig\ \\ KOREAN OR KOBE LESPEDEZA(SCARIFIED)----50 LBS./AC
!/ � ! l f l r f '. `� O \ NT\ \� BROWNTOP MILLET------------ 25 LBS./AC
(SEPTALL EMBERFESCUE
1 - JANUARY 31 )
TALL FESCUE---------------------- 60 LBS./AC
21 lr y ' ' \ Q KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)--- 60 LBS./AC
O c,Io t `., o / r / r RYE (GRAIN)---------------------- 25 LBS./AC
h l�,/ /r /' F \ \ \ cP / rri<Lf�,, '
/ / �\ ,, , / / FOR SLOPES Z:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
oy4\ `r /
6jf \IH �\o \\ :Q 1nY /Nq i \\/ t rii' g '1� ' LANDSCAPING MIXTURE
,\\ /.\ [ [ ,` `y I ( F\,\1 ` Z 1 / r!/ /
FS' \ ! a (JANUARY 1 - MARCH 31 )
gy
COMMON BERMUDAGRASS (UNHULLED)-----20 LBS./AC
1 JULY 31 )
COMMON
COMMON BERMUDAGRASS (HULLED)--------12 LBS./AC
HYBRID BERMUDAGRASS SPRIGS MAY BE USED.
N/F
RICHARD W. SEE
PIN #: 6366012867.9
i 30 PG. 957 WETLAND SPECIES (PLANTED AROUND POND PERIMETER & SHELF )
T� �'�i io j1` ti'� , 1 b.00 I \ t �\ . `:��� / M.B.
-,� OF k'QY a.2 ?e\r -�.. -fir ,u / I t r \ tt \ \�`tt // 4 i �� ZONED CH
` -e` `..\It_ ARROWHEAD (SAGGITARIA LATIFOLIA)
- __ / q / ! BUTTONBUSH (CEPHALANTHUS OCCIDENTALISI
-s r "/r / i BROOMSEDGE (ANDROPOGON VIRGINIANUS)
----- LIZARD'S TAIL (SAURURUS CERNUUS)
-------------
REVISIONS:
No. BY DATE DESCRIPTION
1 DWG 11124109 DWO REVISMS
A�
Ug
4 IC
/ PIN #OR6S A THORIT�Y'� RIGHT OF STORMWATER PLAN
ZONED IP1069018
kqY
rPr JONES BROTHERS INDUSTRIAL PARK
0
MOREHEAD CITY. CARTERET COUNTY, NORTH CAROLINA
N/F JONES BROTHERS PARTNERSHIP LLP
CLIENT: JONES BROTHERS PARTNERSHIP. LLP DESIGNED:
6 RDC
D.B. 36 PG. 311 ADDRESS: 501 BANKS LANE DRAWN :
PIN# 9 NEWPORT, NC 28570
M.B. 28 P PG.G. 414 unur►►rqi RDC
CAR re CHECKED :
fESsj 04 �''., PHONE: [phone] RDC
100 50 0 100 200 * 4%
I NE - F *s A STROUD ENGINEERING, P.A. AR PCROVED
151A HIGHWAY 24
•Z4y � O►NE�P`'r4; MORE CITY, N.C. 28557 DATE :
rl 1 . 9 '�....E,. Q`•
SHEET #2 OF 3
SCALE 1 =1 00 '••,,a cu�;•��` _ �� _ dL SCALE :
PROJECT #: PM987 •i, O ., •• 47-7479 9/23/08
DESIGN FILE #: 987M/MASTER STORMWATER PLAN.DGN ", „",
�RbNALD D. LLIP R P.E. 1 1 =100'
1

13. 15
N81 ° 15' 14"E
S53022111 "E S53022' 11 "E
271 . 50 81 . 17
FOREBAY
MAIN BASIN @
i @ PERMANENT POOL
j w PERMANENT POOL
---------------------------------------------------------------------------------------)
I
O w w w
O a x x
MAIN BASIN j ! mc; Q 0 c C) 0
FOREBAY (D m rri to
i j Z t.0 r tp � cA
L__--1 O I Z Z Z
0. 0
2. 0 3. 0 4. 0 5.0 L------2.0 13. 00
6. 0 5. 0 4. 0 3.0
7. 0 g. 0 9. 0 9. 5 6. 0 7. 0 3° 22' 11 "E
10. 00 8, 0 S5271 . 50 S53° 22' 11 "E
L13. 15 81 . 17
S81 ° 15' 14"E
PLAN VIEW WETPOND # 1 & 4*2
SCALE: 1" = 30'
DIMENSION PLAN @ PERMANENTPOOL WETPOND # 1 & #2
SCALE: 1 " = 30'
m
NOTES:
I . FOREBAY AND MAIN BASIN TO BE CLEANED OUT PLANT NATIVE VEGETATION ON
TO PERMANENT GRADE AT COMPLETION OF 10:1 SHELF AREA AND AT THIS BERM LOCATION.
CONSTRUCTION. NEITHER CATTAILS OR WEEPING LOVE GRASS
OVERFLOW EL. 10.93 POND 1 2. PROVIDE PUMP MECHANISM ON SITE FOR MAINTENANCE ARE TO BE PLANTED ON 10:1 SHELF OR POND
OVERFLOW EL. 10.83 POND 2 AND/OR EMERGENCY POND DRAINING. SLOPE(SEE PLANTING SCHEDULE ON SH 2 OF 3 ) 14.00
13 3" NO. 57 STONE
12 ---- - - - - - - - - - - - - --- - - - - - --- - -- --- - - - - - - - - --- - -- - - - - - - - ----- - - - - - - - - - -- -- -- - - - - - - - - - -- ---- - - - - - - - --- - - OVER FILTER FABRIC
11
19 - -' ,'D; / EL. 9.50 BOTTOMTOF SIELFTI TO3c1 SCOPEANENT POOL EL 10_00 --___-----EL. 90000 1�1 1 ------ EL. - ' 6-1 p
8 ° '- - - - - - - ------- - I -'
, - - - I
7 ---- -'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --'-t- a_1-;- - - TRASH SCREEN
-- - - - - - - --- - --- - - - - - - - - --- ----- - - - - - -- ---- - � � FOREBAY �1 �--- - � LEVEL SPREADER
- -- -------- - - - -- -
^i 1 v
_ ____ ____ _ _ _ _ __ _ ___ _ __ _ _ _ _ _ _ _ _ __ MAIN_BASIN__ _ _ _ __ __ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ -1 4 _ _ yY ___ REMOVABLE ALUM. GRATING
- - -
5 ; ; ^�� „ TRASH SCREEN EQUIVALENT WITH 1 x
- - - - - -- - - --- - - -- - - - - - - - - - - - - - - - - - - - - -- ; „ i ;
4 -- - - i-i-rT - - -•' - -- -- - -- - - - - - - - _ - - - - -- - - - - - �� -r�-�i - - - - fL- 3-00-Sf8.-T(} 8E - - --�7--- REMOVABLE ALUM. GRATING BRIG. BAR, STADARD MESH 4"x I516 r� ,
3 - - _ - _ - - - - - - - - - - - - - - _ - _ 1 ' ,_ i -, - - - REMOVED FROM BAST - _ I
_ ._ McNICHOLS GAL - 100A OR 4.00 3.00 M
- - - - - - - - - - ---- - - -- -
2 - - 1-'- -' � BRIG. BAR. STADARD MESH 4 x 15,16" i iI iI aow
oU
_ _ - - _ _- - - __ _ _ _ _ _____- - _ _ _ _ _ _---- . _ - - _ _ _ _ --_- _ - _- - - - - - - - - - - - - _ _ _ _ _ _ _ _ _� _ , �I - - - - -EL- -2.OQ - - - - EQUIVALENT WITH 1 " x I4' II„ , „ � a
EL 0.0 SEDIMENT TO BE REMOVED FROM BAS I N _ - - _ _ _ _ _ __ __ - - -
L.
OD M
00
1 .29 30.00 1, 195.50 30.00 2 4.00 33.17 24.00 L r k !
------------------------------------- r ---------------------------------
5.50000 3.00 3.00
3.00 5.00 3.00 n ----------24 LF DUAL 36" RCP @ 0.3% -------------------------- o
5.0 AA� to I ------------------------- �A BL M -
s.00
POND X-SECTION A-A
I ---------------------------------
0
i ------------------- �
SCALE:
24 LF DUAL 36" RCP @ 0.3%
H: 1 "= 30'
-- --------------------------- ---
1
I
PROFILE VIEW WETPOND # 1 & #2 - 24" MH RING & COVER 24" MH RING & COVER 10.00
2.90 3.02 0.6T
LEVEL SPREADER
13" NO. 57 STONE 6.33
OVER FILTER FABRIC
POND 2 OVERFLOW STRUCTURE POND 1 OVERFLOW STRUCTURE
SCALE: 1" = 5' SCALE: 1" = 5'
r
6"PVC STUBBED
INTO BOX
w
6"PVC TEE
J
w
6"PVC SCREW �3.67 LL
T �YP` PLUG LEVEL SPREADER
' T �
a
OVERFLOW EL. 10.93 POND 1 2.50 ---OVERFLOW EL.EL. 10.83 POND 2 ------------
PERMANENT POOL EL. 10.00 j 0 t°
5.00 L-------
6' PVC CAP EL. 9.0 POND 2 REVISIONS :
DRILL 3" ORIFICE z 1 6.33
E �1 Na BY DATE DESCRIPTION
INV EL 9.0 4.00
DWG I1/24/ DNQ REVISIONS
3" NO. 57 STONE
OVER FILTER FABRIC
SECTION AA ( BB SIMILAR )
SCALE: 1 " = 5' ONO DETAILS
JONES BROTHERS INDUSTRIAL PARK
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT' JONES BROTHERS PARTNERSHIP, LLP DESIGNED:
501 BANKS LANE RDC
ADDRESS : NEWPORT, NC 28570
30 15 0 30 60 DRAWN :
". RDC
P�FEssp��'L� PHONE : [phone] CHECKED :
RDC
�QO y 9�r APPROVED:
A STR®UID ENGINEERING, P.A.
SCALE: 1 "=30 ' = * : - * RDC
T 43 OF 3 ?p� 13$4S $ 151A HIGHWAY 24
SHEET
PROJECT #: PM987 ;� ,� �, MOREHEAD CITY, N.C. 28557 DATE:
,y .��aIN �• Z•�o (25 7-7479 9/24/08
DESIGN FILE #: 987M/MASTER STORMWATER PLAN.DGNC1Y1CIQ f SCALE:
�RONALD D.CULLIPHE P.E. 1 =30'
_ -

L
0 0 ! CHECK DAM
STEEL OR WOOD POST (MAX.6 SPACING) '
F -,,•mousy �" o- ..� 9 )/[tf.
SITE o < / WIRE FABRIC
POND LANE < z X� OFF
FdSS(TE DRAINAGE AROUND TPRO,IECTT
o '`�/ F\i; �C/1 �^ EOUAL SECURED TTO
INSTALL TEMPORARY LINING TO
MIRE
15.0 PROPERTY LINE
WAYNE DRIVE - _ FILL WITH EARTH -
` o
BRIDGES STREET EXTENSION /
a CLASS B k ME SWALE
m EROSION _ COPTIIUE TO DAYLIGHT
CONTROL
to STONE -< _ 24' MAX. AT CENTER
j ` . p B 5.3
SECTION A A
f Z U.S. HWY. 70 ARENDEL STREET "0 -
r STONE CHECK DAM 15.
N c HwY 24 N.T.S. SILT FENCE SECTION
N.T.S. - 5. - - -
VICINITY MAP ( N. T.S. ) 3.
4` O
67.Da }` / MANUFACTURING
PLANT ♦/ /
' SWALE SECTION B-B " �' FF - t7.o ?o•_jV \ Soo S �� 51N3 y SO'
N/F CP
N.T.S. , S�elNTvA><�EPTy ><a . ♦ I /
�a 543 PG 61 \ 4 - - ,o� 16' , 20 WIDE GRAVEL
PIN #: 635704909734 �/ ` ` ` ` ' m S• r ( �(�
/ r J� `y x f ACCESS ROAD
A (�
.5 �rY �• her � !! ` '/;1 ,1/,
trr ` ALIGN SIDEWALK ��♦ ?�� /, �i
/ NONE CHECK DAM SEDIMENT STORAGE BASIN A - A DURNIIG cONST. ,
F / 'I / I4' WIDTHI, 1tf _ - N.T.S.NOTE: CLEMI BASN WHEN V, DEWN DEPTH s FILLED, \ t, r _ APPROX EVENY :.e bK*M4L N/F i t r' r'UTILITIES EXEMPT ^ i ' i , rr EIRDB 846 PG 490 1 - r CONTROL IG 351v � , r ; trCORNER \ ` _ � 6 / }PIN2#:P635608996850 ciJ III rt; /' \ / \N/F GRAVEL� � Irt` r ' - W[LLIAM C. MILLER. JR. `29 DB 666 PG 132To
J MB 28 PG 414
F i PIN #: 636700104702
15.
If INSTALL
CL 14
BEECH S'�146"P i f rrr lrrt t r �/ GRAVEL ROAD T AT ENTRANCE �ION OF � `-
MARSH CANAL r / r (o r CF / 1 /
(MIN. 50'LENGTH)
\ r rr rr ' ` ' / BF BEFORE BEGINNING CONSTRUCTION `\ \``\ \t / . r /
\
ir rrrrr, rr t ! ` o. >� _ .., I ji,/G, /,\ � �� �\ �/�/ / /� A
/ r t rter;rr I i - \ e ryq .3 .8 -
/ i r
rtr [ < `, \ G `P MANUFACTURING r / x / /� /\. . ,�' ` \`� [
r r r r t t I 1 ` Ii- PLANT 1 i. 9 10'FROM , //' / T 14 /
PROPERTY `�•\ A •13.' -
_ \ /
` ♦ ACCESS GRAVE _ ' SEDIMENT \ !
' r Tam s r \ //j' `�
--_---___- �'� , � r / � acc+c DMr . 4, c. y ,r ♦ { �_ ACCESS ROAD / � \/i�/ /
CO i ii%' / -��.� �440 ti e �''t i _ � \,i / S"i,` '-_ / STORAGE
` '� O IL2a. 47EMAlK I�. ' /:j 1 • 1 1 -
QJr\ DLR?*
If
\ _� a ■ErTro t - - /i' , s i -�� ``� �� 1 ' �; 1,// / / \ '` t
IR
`!( CONTROL
CORNER 13 , ' RIP RAP14'
r`%i M. RAY WILLIS '-- \`.�`.� t
�`���� ��"-----,\ MB 29 366PGG5437
'`. �• \`\� 77 x ,/ ! \\ \ } / PIN #: 636601 197540 \ \ r
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BALLOU ENTERPRISES /'/ / - '` ' \ t/ I
f '/ faf ' tt `„/i Y /,/ \ /t �/ INSTALL SEDIMENT FENCING
DB 409 PG 209 y / i /, / z t/ / t �// ( r \
Afi� f, //, r 1 1 JUST BEYOND LIMITS OF {
PIN #: 635608981701 �a�? /, ; ,/• " ///y /,/ /r t DISTURBANCEi�� yL
1/ � - � - APPROVED
, ,�� !_- - "'� / - / �-___ v ' �. . I . / \ \ ♦/ / ��� ! WORTH CAROUNAENVIRONMENTAL
* 1 - � / /' / - r�• __ �,`•. `\ r t Ott / - MANAGEMENT COMMISSION - -
t "' - r _ :' `• i /' �' 1 ` �� 1 / I \ p/' Mt ��� - - DI ISION OF WATER QUAU,'Y
oZI jot
3 j �r;i•,// !i _ f, // ' ' \+.` `�` \ \ 1 \ \ - // ttt - Date
/r 011 - - Stormweter l=ermlt No C� �N�1ill.." I i
` * OPEN FIELD o
r f. 'IN
APPROX. C OF EXISTING
` LIMITS OF LAND O
r/ / MILLER FARM ROAD
h r DISTURBANCE AND ( PRIVATE ) ENLARGED GRADING PLAN
-r r / t v ��� \ s. /7 t DEVELOPMENT - - SCALE: 1 " = 60' - SITE DATA: - -
- APPROX. AREA- 9.78 AC SEEDING SCHEDULE
yak. 'r t r `----- t ` /// TOTAL TRACT AREA = 911641 SF (20.92 ACRES)
/ J� /n j , ! rri P3 1 ♦ /'N' t (0 SEED BED PREPARATION GENERAL NOTES:
1/�\ h LIME-
2 2 TONS/AC. 30% ALLOWABLE IMPERVIOUS COVERAGE = 273492 SF 16.27 ACRES)
70-t0-20 - 7 .000 LBS./kC 1 ) CENTERLINE OF DITCH AND BEECH SWAMP MARSH CANAL
E /f/r . r /'r !, 1 y/ \ O 0-20-0--- - 500 LBS./AC (AFTER SEEDING) TAKEN FROM MAP BOOK 28 PAGE 404. PROPOSED IMPERVIOUS COVERAGE:
0' ASPHALT TACK- 200 GAL./TON OF MULCH 2) ALL POINTS IN THE DITCH AND BEECH SWAMP MARSH
CANAL OPEN FIELD ; j�'/ ,'a. _ _ r7� - 50.00 SF
SEEDING MIXTURE 31 LOCATION EAND�TOPOGRAPHUTED NCSINFO.POTAKEN FROM MAP - PARKINTS SET. IING/DRIVEWAYS = 64INGS 2000.00 SF
`-`' (FEBRUARY 1 -APRIL 30) PREPARED BY CHARLES A. RAWLS AND ASSOCIATES SIDEWALKS = 740.00 SF
TALL FESCUE- - 50 LBS./AC DATED MAY 23. 1995 ENTILTED 'TOPO FOR BORDEAUX HALF EX. ROAD = 10407.00 SF
AND CROCKER" MISC. = 152095.00 SF
PENSACOLA SAMIAGRASS 10 LBS./AC
1 u I I 4) SITE IS SERVICED BY EXISTING ON-SITE SEPTIC SYSTE
CHORD DIRECTION = S84'36'55E 1 yl I N/F KOREAN OR KOBE LESPEDEZA (SCARIFIED)--SO LBS./AC AND ON-SITE HELL. TOTAL = 273492.00 SF (6.27 AC)
{ <\`11 SIR 96. 62 RADIUS O = 275.00 11 CHORD OIRECTION = S92-55'36•E R I CHARD W. SEE LANDSCAPING MIXTURE
/ i LENGTH = 79.79 . RADIUS = 355 H8 )MAY 1 -AUGUST 311 PROPOSED IMPERVIOUS X = 30 %
I '' PIN #: 636601286719 TALL FESCUE 50 LBS./AC
CHORD = 79.51 '• LENGTH = 123.92 CONSTRUCTION SEOUENCE
CHORD I = 123.29 WEEPING LOVEGRASS 5 LBS./AC
•-. - la." \ 1 \ \ I KOREAN OR KOBE LESPEDEZA(SCAR IF IED)--�0 LBS./AC
CHORD CIRECTION = �84.36"55'E �.. \ \; � ts' �-_ , - BROWNTOP MILLET 25 LBS./AC I. CLEAR SITE OF DEBRIS.
RADIUS 315.00 .\ \ \ F ,` , REVISED GRADES. 11/17/99. BY MLM
LFPa7TH 91.39 \ \ CHORD DIRECTION = S8F 55 2CE - (SEPTEMBER t - JANUARY 31 ) - - 2. INSTALL PORTION OF GRAVEL ROAD AT ENTRANCE IND SEDIMENT -
",' _ CHCRO �1.a� __ f 4 31 .021 FENCING As srlowN. REVISED ALLOWED COVERAGE. 8l1 t02 . BY CPT
` + J _ lay ti6 TALL FESCUE- 60 LBS./AC
/ `w? 75 HJH0.� 1dxa6 KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)-- 60 LBS./AC 3. CONSTRUCT SWALES. AND SEDIMENT TRAP SEEDING IMMEDIATELY REFERENCES: OWNERS:
HOODED AREA RYE (GRAIN)-- 25 LBS./AC AFTER CONSTRUCTION. DB 798 PG 85 PIN #: N/F ROBERT A. JONES
t - S7 MB 28 PG 414 636601096311 & DONNIE JONES
6 18 ' 13"f -- -'\ 41 .05 FOR
SOL85.2MEEPINGTLOVEGRAS5,30 LBS./AC SERICEA LESPEDEZA INSTALL STONE CHECK DAMS WHERE SPECIFIED.
157. 40 - __, 4. ROUGH GRADE SITE AND PREPARE BUILDING PAD.
- N89.53' 03"W (JANUARY 1 - MARCH 31 ) 5. SEED SITE WITHIN 14 DAYS FOLLOWING COMPLETION OF LAND GENERAL SITE. DRAINAGE. GRADING & EROSION CONROL PLAN
N87 04'24"E �39 COMMON BERMUDAGRASS (UNHULLED)--20LBS. LBS./AC DISTURBANCE.
; -- -_____ l , 5,2. 33 (APRIL , - JULY 31 ) 6. CONSTRUCT BUILDINGS. JONES BROTHERS PARTNERSHIP
--`- - $$' END OF POND LANE COMMON BERMUDAGRASS (HULLED) i2 Les./AC
A ' �4 d J\,��o.s0`�� f HYBRID BERMUDAGRASS SPRINGS MAY BE USED. 7• FINE GRADE SITE. SHELL BUILDINGS
DITCH , 8 INSTALL GRAVEL ACCESS ROAD AND PARKING AREA.
LEGEND - 8'Sp - - 9. CONSTRUCT CONCRETE SIDEWALKS.
E - CENTER LINE _ /i' -_-�_� Nj�_ 10. COMPLETE FINAL SEEDING AND LANDSCAPING. MOREHEAD TWSP. , CARTERET COUNTY, NORTH CAROLINA -
D.9. DEED BOOK Z 11. REMOVE SEDIMENT FENCING AND STONE CHECK DARK_ ONCE DISTURBED DESIGNED:
$$
= EIP EXISTING IRON PIPE N/F ' �- 36" _ AREAS ARE STABILIZED.
EIR EXISTING IRON ROD LARRY STYRON p�/ ' _ `�,, �•�- W CLIENT: JONES BROTHERS PARTNERSHIP.LLP
FF FINISHED FLOOR OB 668 PG 120 t / � 466.81- CHORD DIRECTION=N74.08' 37"W RDC
N/F w3W OF FOPrERLr PIN #: 635608987284 - / �- CHORD =243.01 NOTES: - ADDRESS: 5136 U. S. HWY 70 WEST
R/W RIr(T OF WAY / _ DRAWN:
SPK SET PK MAIL - ' �E5. 79 �_ LENGTH - =243.03 - - - MOREHEAD CITY. NC 28557 -
- / -� � - _ [ _ ,. GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY -
S.R. STATE ROAD / c�D` p3' 36"W RADIUS 5.729.57 FOR ALL LAND DISTURBING ACTIVITIES TO ENSURE COMPLIANCE r` "'�. RDC/KPG
ZN CAq PHONE: ( 252 ) 240-1448
--15-- EXISTING CGNTOtS2S - , - ¢ -tee PK p WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. 0 ...... •.O( - APPROVED:
PROPOSED CONTOURS / T• _ THE CONTRACTOR SHALL OBTAIN A COPY OF THE PE£!MIT ISSUED BY ?.."of ESS/'•
�- 100 50 O 100 200 - - r - '��`_ �_ p0 ' - THE N.C. DIVISION OF LAND DUALITY ALONG WITH WRITTEN NARRATIVE Q•O O,y\
N/F _hD Q r STROUD ENGINEERING,P.A. RDC
l FROM THE OWNER OR ENGINEER AND BE THOROUGHLY FAMILIAR WITH SEA r
= I SITE PLAN N.C. STATE PORTS AUTHORITY eO sR ;; ANE RiNy THE REQUIREMENTS. THE CONTRACTOR SHALL INSP CT ALL EROSION
L 151A HIGHAAY 24 DATE:
PIN #: 636601089018 -?�BL/fie �pEp CONTROL DEVICES AFTER RAIN EVENTS AND REMOVE ACCUMULATED � 3 MO AD CITY, N.C. 28557 9t10/99
SET 1 OF 1 - 'RJR K P• C• SEDIMENT. REGRADE AND RESEED ERODED AREAS. M -.INTAIN RIP RAF GrNtEP,•'/ 2> 2 -7479
I V::..TECT tK-. P`M aS7-1 S A E: 1 = 1 `L•' _ R.1W - - ENERGY DISSIPATORS. AND CLEAR ANY DEBRIS LEA +ING THE SITE ON 7� ,.• <et ` �a 9� SCALE:
_ - NEIGHBORING ROADS ASSOCIATED WITH THE PROJEC '. �y�� CVt,L• p -
FILE: 9?7TG.37-L.cgr+ /��+In[n..,\`i - R 'CIA 11-1 P. 1 "= 100'