SW8000420_Approved Plans_20000418

1442 1443 1448
1450
1443 1445 S-BORO
1444 / 1446
1476 1434
,, 1512
SITE -. „4„ ,„,
14321
CENTERLINE CURVE DATA ac 2° 15os 1 1551
I510 1552
r
a
1579 3
CURVE RADIUS TANGENT LENGTH DELTA CHORD CH.BEARING DISTURBED AREAS: 1a3I QUEENS CK. F
C-I 230.00' 17.64' 35.21' 8°46'16" 35.18' N 47°40'24"E I) LOT 7 (ENTIRE LOT) = 1.55 ACRES 1550 3
.4I C-2 592.97' 80.70' 160.41' I5°30'00" 159.93` N 44°l8'32"E 2) R.B.O. I (ENTIRE LOT) = 1.04 ACRES 1576 1508 1 '46
3) R.B.O. II (ENTIRE LOT) = 104 ACRES 1428 1547 1503
�4' 4) STOCKPILE SOIL AREA = 0.7 ACRES 1565 ♦ 1507
Q RZW CURVE DATA 5) THREE (3) SWALES SOUTHEAST SIDE ROAD: 851 ' X 20' = 0.4 ACRES _,
�� QG 6) FOUR (4) SWALES NORTHWrST SIDE ROAD: 965' X 20' = 0.44 ACRES 1744 1501 c~n
6p�, o
CURVE RADIUS TANGENT LENGTH DELTA CHORD CH.BEARING ONE SWALE: 270' X 10' = 0.06 ACRES 1566 cp
1503
1502 H
O `t NC 172 ?
C-3 562.97' 76.62' 152.30' l5°30"00'" l5/.83' S 44°l8'32'`W 1so5
,4 C-4 260.00' 19.94' 39.80' 8°46'16" 39.76' S 47°40'24"W 144
504
TOTAL DISTURBED AREA = 5.24 ACRES ,
S
VICINITY MAP-NOT TO SCALE
TIMBER
a
AGRICULTURAL USE
p54.4o 784.55,1
N 35.54'j2"E -
w- - - \ RESERVED BY OWNER
�_w
�w-
a W�-W \ \\ \ \ \
167.01 N c� 0000 CD \I
•N 5/° 5'38"E 968.00' . I p2 g3` \ce‘a
STOCKPILE SOIL AREA 0 I
•
0 CD
284.36` 166.54' cnI66.54' 150.00' 134.01' 66.55' v,cn cn WOOD LINE
cn
N PTO BE CLEARED) ¢ ¢ N \(3L'1
cv
I L \moor;
?;' (ti
z cn a'� �N �0) 0 0 I
\,,,„
10 N 0.89 ACRES `�'w w�"�w
N u' ti IN N IN)
O m TEMPORARY CUL-DE-SAC 2 /6+51.35
N R.B.O. I N R.B.O. II N 8 N 9 Voim 0.90 ACRES \ NO1.04 C S OO �' N311.56 ACRES Nw ARE �W 1.04 ACRESw0.94 ACRES �'`� 1.02 ACRES ,• :« /. - o
cP 40 I 'co co �0 (Di.) , rAi.s.,
N '` ' - A RESERVED BY OWNER
(TO BE CLEARED) ,4,
.\,
,,,
EXISTING 18" X 42' �; 167•�{"'• ,� :+. s• �;.
N/F ONSLOW COUNTY 1 � I �a No \ 5 PLASTIC PIPE ++� :t .26033'30 �s��i h s '+.+'
BK. 1142, PG. 301 N 1 S,OO��.F. N [� 12+70.36 +�{,+•S s/s, R_35 ,3 '°33' E R
in 5,000 S.F. I _ ''''
-,1_ \ EXISTING /8" X 42' <n BLDG. N 36 .69 NATURAL OUTLET
_ii
,Z \ F--
PLASTIC PIPE 2 3+70.46 ; {t I67•�/s/' N 96
N cn cn cn CHECK DAMS 51.6 I 1 s _-s-- _, -"S/S
,� �.
x x \ S 43°1 7'16"W 5.91'.c \ , I :. , ;`�'tY, ���•' �,` , 4 s I
C-4 /68.36' "•.•',` 166.54' •t S 52 0332'W/66.5 • . 150.00' ,�+,' C-3 sI /- \ +IO 1 s/
& S •
",,,„ s S • + PTco
•. '\ S___ 5 - --+'c 1+ PT 3+98.56 SETH THOMAS LANE (60' R/W) PRIVATE PC l0+50 + c 2 ----
_- . i irn
S _-_-_ _--���5: ,�-S S S S S S S S S S S S 5 -�5 N W
•
0+00 �a�s --- sus-s v i.x w
\ ___
s I �' a, 7 CONSTRUCTION SEQUENCE:
NATURAL OUTLET v y CI Ox• Z 1.99 ACRES / I) OBTAIN SEDIMENTATION & EROSION CONTROL APPROVAL BEFORE
m \ \ 1.54 ACRES / ANY LAND DISTURBING
1 1 "O:
2 o ® I / I ACTIVITY BEGINS.
o\ c O `� o O �' -. ;#, \1.44 ACRES .� UL / 2) NO CONSTRUCTION ENTRANCE IS NECESSARY BECAUSE THE ROAD IS COMPLETELY
" \ \ "' m m ''+a,,*` \ w 1/ ROCKED.
m o O / 18.3" w� I �, 1� • 3) BEGIN CLEARING OPERATIONS, EITHER BURNING DEBRIS OR HAULING TO APPROVED
N F DESJI, LLC ' RESERVED BY Oi�NE'
2.03 ACRES \ ",,,Q DUMP SITES.
\ cP \ BK. 1469, PG. 934 \ PETERSON & LAWSON SUBDIVISION o 4) COMPLETE GRUBBING AND DISPOSAL OF BIODEGRADABLE MATERIALS.
% 5) IMMEDIATELY SEED CLEARED AREAS ACCORDING TO SEEDING SCHEDULE AND SEEDING
*1
SECTION I I 1.81 ACRES N w 4. Q. Q °�' SPECIFICATIONS.
,-.....\ m M.B. 38, PG. 56 / \w Q ��
\ \ / \ / uL �� ti 6) PRESENT EROSION CONTROL MEASURES AS PER PREVIOUSLY APPROVED PLAN TO
\ I \ I Ca wL � REMAIN UNTIL NEW DISTURBED AREAS ARE COMPLETED.
.a, 7) CONSTRUCT PROPOSED SWALES AS SHOWN AND INSTALL CHECK DAMS.
\ ;+ \�� v' CHECK DAMS N
/ \ oh`� 8) SEED ALL REMAINING DENUDED AREAS.
a,++ \I 9) MONITOR SEEDED AREAS AND IMMEDIATELY RESEED AREAS THAT DO NOT ADEQUATELY
\ / COVER THE,�,$ *it t ,H / DENUDED AREAS.
n \
- I \w___w_ V W / \ WL
-- WOOD LINE \ 83 3 1' •
/\ 2 °5543 APPROVED
I \ 8 NORTH CAROLINA ENVIRONMENTAL
SEE S TORMWA TER PERMIT NO. SW8 s MANAGEMENT COMMISSION
\ / 990833 FOR RESERVED BY OWNER & DIVISION OF WATER QMAUTY0,�
\
I LOTS 3-5 APPROVAL. Dat•--VIOL
MOBILE HOME PARK f &mew p kwatikagaLtia
}RECEIVED
RESIDENTIAL SUBDIVISION
TIMBER BUFFER APR 1 8 2000
SHEET 1 OF 2 BFY: DDT
STORMWATER PLAN &
o�- N cARo�y SEDIMENTATION & EROSION CONTROL PLAN OF
= oEEss10
'A Peterson Peterson & Lawson Subdivision
,-- 5631 SWANSBORO TWSP., ONSLOW COUNTY, N.C.
4 Ftic1NE�� SCALE: I " = 100', DATE: APRIL 12, 2000
`� P. M c1-EPr F
LEGEND: , • l' ' ENGINEERING BY: SURVEYED BY:
{ - ' JOHN P. McLEAN ENGINEERING ALAN BELL SURVEYING, P.A.
-CHECK DAM 106 MANATEE ST. 604E CEDAR POINT BLVD.
SPECIAL NOTE: THIS SHEET ( I OF 2) SHOWS THE NEW AREA TO BE DISTURBED CAPE CARTERET, N.C. SWANSBORO, N.C.
s s- -SWALE t 5:i) AND ADDITIONAL SEDIMENTATION & EROSIONCONTROL MEASURES. SHEET 2 OF 2 (252)-393-2219 (252)-393-6101
IS THE ORIGINAL APPROVED PLAN SHOWING THE SEEDING SCHEDULE, SEEDING . N cAR0
SPECIFICATIONS, DETAILS OF EROSION CONTROL DEVICES, ETC. WHICH SHALL o �oFESSfoNcil.
APPLY TO SHEET I OF 2. , Q. 0 � `
1 4E4T9e
Q 100 0 100 200 300
i .0SUR`I N,
� S ALAN gV� GRAPHIC SCALE - FEET
FOR STORMWATER 8 SEDIMENTATION & EROSION CONTROL PLAN
PURPOSES ONLY; NOT INTENDED FOR CONVEYANCE OF PROPERTY. JOB No., COGO FILE: 99235
GRAPHIC FIL
LAYERS: 5,2/,28E.,60,62,699235E 3,65

1442 1443 1448
1450 �l
1443
1445 S-BORO
CURVERADIUS TANGENT LENGTH DELTA CHORD CH.BEARING
444 1446
1476 1474
1457 /
C-! 230.00' 17.64' 35.2/' 8°46'/6" 35.18' N 47°40'24"E
1737 1512
C-2 592.97' 80.70' 160.4/' 15°30'00" l 59.93' N 44°18'32"E .•:$
C/L RAW 6c 0' 432 SITE
5' 4' RIGHT OF WAY �� 2�L
1510 1509 1551 552 }
/ LEGEND: 35' 6' I ►� a
6` 22' WIDE 6" ABC �+ 6' 6' 157s w
3
`� • QUEENS CK.
F.G.-FINISHED ROCK GRADE SHOULDER (NO) PAVEMENT SHOULDER DITCH 1 43 1
I. SLOPE AS REQUIRED I"/FT.
1550 3
-EXISTING GROUND ELEVATION
X -FINISHED GRADE ELEVATION 1 .4s
�,` -FINISHED SWALE ELEVATION 3• / 3-
- 1
QF.
S-SWALE
5�0 1576
1• PER FT. I/4" PER FT. 1508
\ 1428 1547 1503
4�5' ELEVATIONS BASED ON ASSUMED DATUM PLANE.
3 SECT I CV A -A S�OQE s65 dip
� �'� \ 111 507
�
4
1744 1501
�� Cr CROSS-SECTION Awl 6 1566 g
' 46 RESERVED BY OWNER MIL' r c 17z 502 503 Z
��• \
RESERVED BY OWNER 1504
' ►
1505
I \ 1 N/F ONSLOW COUNTY \ , ' ;/ ' s _.�`/� \ ; As��s/ I, r VICINITY MAP—NOT TO SCALE
BK. 1142, PG. 301 " �� x ' x.7. 4 ` s/----- I R-s5• c3g�� • 1 7`,X 'a
'ZJ ` ,� ! 1 p 18 X 42 C.M.P. @ 12+70.36 � �' SD.$ �N '' 'GS M#''. waEC? T- � (Aj k__
,r ?., 1� r
~ - 18OOc: r:/acre ` A t
Ip�,,. ,_--'_sue TEMPORARY CUL-DE-SAC @ 16+51.35
(Z 7XZ 4 /S X 42 C.M.P.C,M,P, @ 3+70.46 r / , s
1 A� m "i s/.i" sue' ?
�a S 1
F t'A? (g E s!, s-� s -s ems,. s s s s - s s-��s • s ' ' - "+ P T 12� "��� �L^
_� c t+ PT 3+98.56 SETH THOMAS LANE 60 R s -- 35 __ ( /W) PRIVATE PC 1Ot50 + _2_ " �� ; ��4I.
N , -�� ___-- PC 3+63___ - -- . lad _t X r \ e Cross section Fi!:e• r
rP • s --- _ -- ,. _s was-•-- -s-•&--sue-: s ra -s mac. s - -le--s s--1.---s- s _ s- to TEMP. �E1). 6ACIttC
_- , s aw a
7 '
0 0o rr s_ -._-__dos I _ C (' l- C .. )tS (`A r� F F ',r A I 1
�Zi/b �� NATURAL OUTLET
SE.V• ('‘)EF: [TTA 1 1,-. ) CD
\ X 1- tACI'
` CJ1 ED © ® 1.54 ACRES I � � a � � —�1�1_,111_1�11=�
CL t i I E_. t - ,
o` ���1� [ T \ 1 44 ACRES RESERVED BY OWNER \ .�
'`.�' wti.... III �S_J,"�,X E^�.y_"-r
r,a3 L,, F 1 4' iil ti p'-
1 C) t �f3.✓ f 7 1c to 1 1 s.c1 s'':.: 1
— na,( N3'u, C3^
' \ m ► S%JUrI
2.03 ACRES 3 r:
BK.
/1469SPG. 934 ` PETERSON & LAWSON SUBDIVISION RESERVED BY OWNER I
SECTION I 1.81 ACRES I I Stone section
...._.,\ m M.B. 38, PG. 56
,1 \ �: I A e rM�KAE:Y �?ED!M E 1�Z BETE KTl 0 t.1 EMIR aTAIL5
\ \
— -� SEDIMENTATION' & EROSION CONTROL PLAN OF:
)
� � ' / �r I % Peterson & Lawson Subdivision
cz 1 . _ a _) SEEDING /.SC:HEDULE \
i ,, FABRIC. SWANSBORO TWSP.,
it \ /_� y- t t4 F A,;� r All disturbeareasc,ithin Peterson & Lawson Subdivision ONSLOW COUNTY, N.C.
�� Date / Type Planting Rate \ / ��EAN w) j1 tE�
-�_.N EU • Of5TE HORIZONTAL SCALE: 1 " = 100', VERTICAL SCALE: 1 " = 4'
. it
- . Mar / Apr 1 Fescue 20 I 4, 4r -
SEEDING SPECIFICATIONS L>isitT5ED 4I & = i Y:) 1_.f,�( = & . ; �:C.cer \ - . .I. 11, July 30 Hulled Bernruda;**rays I 12 Ibs'acre E ENGINEERING BY: SURVEYED
L.0.„�- vlETip n f E;Xti--E 1,;, E-� ,� ., _ N. Apr 1 - Jul 1� STaN BY
.I a° •.r �. y Sericea Lespedeza ;o lbsi'acre JOHN P. MCLEAN ENGINEERING ALAN BELL SURVEYING, P.A.
• r i '� ;( rs F. 4 Sept - March 1 Unscarified Sericea seed .>0 lbs/acre 106 MANATEE ST. 604E CEDAR POINT BLVD.
Spread topsoil, rake and remove all root mat, debris or foreign material, leaving,surface p:
reasonably smooth and uniform , r r.!!. t .� fr , T '.r lLi ! lT C.'T11; IT august 30 March 1 Hulled rye o�r
,t 1 f_.r T - (,rain) > Ibs,acre
r1i 1T S t Q,+ ' r i r(�?I C i� �-� q / 74.
Ir E TT 1S R'D�', :l`�Jti1aledi CAPE CARTERET, N.C. SWANSBORO, N.C.
Apply agricultural lime, (in absence of soil test use 3,000 Ibs/acre) Slopes (2:1} �.�r�=o Jr II �l g i 11 (2J52�-393"i 219 252 393-6101
eititrai ‘t.I�1-•'I�I���frr ', " �,�. '
Mar 1 - June 1 •i�t�ii�'d .911.41.AMir ,.� . ., .
Apply seed on freshly prepared bed and cover seed sli;htly with cultipacker or other Sericea Lespedeza �0 Ib %acre �f� �- � .
.46
seeding equipment ' cue 60 lbs./acre w`
� and Tall Fes _�FILTEtZ a Y
- —T Mar l - Jun(*rt Hulled Bermudarass I_ bs3:r_ Ili:�'
-1 Mulch immediatelywith wheat straw or hay(at a rate of 4,000 Ibslacre
) August 30 - Mar I Hulled rye(grain) 25 lbs/acre FA�(�C- 1 `
Crimp mulch with anchoring equipment or with disk set straight �..
. ten.. "4. r ,
Additional information,is available for different grass varieties by consulting the local Soil ^-; .. ^ of .;, - f - gin, r �
Conservation office in Jacksonville The seed schedule offered herein is sufficient for local l,I E C �Q I"1TA((�5 9
Inspect all seeded areas and make necessary repairs or reseeding within the planting areas 4 _ G
�f44eesstissmort". A' �
conditions Allow Sercea to reseed by not cutting until the fall season and plants are mature - r: s 't`",
ltn
v.
ti
ti
,
.5O' - -
or
2
N
sk
N 6 N _
W
1
O t5
24 `_ T r� h IC
C 2 r o► „ 24'
-• . 2- I z ca,+1Li
_ F.G. _ +O.O9 ,! �_ - - — n �+-'— _�
•
its
I rn
0S S 1\ 5,4t � ,I,i � � -
-.I 4 1 ti a ' 1 M1�F 1•O - S
I - - t - - - 18' —
3 I u �'w v> T� - -` --'
s
' CAI=CK DAMS,,
z IAA ' n.a. EAR SIDE b
cn
- 4,F SETtc naor�A.S LAME.
/ .r.S7NC. PA 7r. G ``
14 1 V
I
to—
/Z
- IU
-
r.
—
-
- _ G _ ti G° P2 P'OS
C, = '_Z- _ _ _'C� W...(3ufrV`Z 15 G?_`..':_;;
-
�r
1
0 8 8 8 8 0 8 8 8 8 8 8 8 8 8 8 8 8 8 �E PORARY GRAVEL CONSTRUCTION ENTRANCE
O N M , cD r\ co 0) O N n+ Ch t\
JOB NO., & COGO FILE: 99235
GRAPHIC FILE: 99235D
PROFILE FILE: 99235