SW6220907_Site Plan Erosion (Drainage Areas)_20221006

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DAVIS BRYANT
WOODALL JR & LANDA
KAY WOODALL CAPPS
D.B.3269, PG.0007
ZONI' INSTALL 24" HDPE TEMP. �(
USE: r,_ DRIVEWAY PIPE /
INV: 211.59
INV: 211.08
�0Q� INV: 212.08
INV: 212.00
ROCK CHECK DAM /
1
Q CONCRETE
/ WASHOUT
AREA I '
/ / I
1 I
INV: 213.80 1
PROPERTY BOUNDARY
INV: 214.07
/ I o��
CD
N � I
Q 22 I ICD
w 1
/ B�GC I o I
/ PP HOUSE I I U)
/ I HELT Iy 1
/ I I
/ F M i w - Wo C/0
217 - -
OL
MAG NAIL
SS x
PP MH
TOP-217.29
I NV-204.17&N
ENE
-o
-o
_G
OCATION OF WATER LINE APPROXIMATE LOCH ATIGAS LIN
II
TEMPORARY DIVERSION DITCH SCHEDULE
AVG.
DITCH
DRAINAGE
RUNOFF
FLOW
VELOCITY
Q10 (CFS)
SLOPE
SHAPE
GEOMETRY (FT)
LINING MATERIAL
DESIGNATION
AREA (AC)
COEFFICIENT
( /o)
DEPTH (FT)
(FPS)
1
2.54
0.30
5.99
1.2%
0.52
3.28
TRAPEZOIDAL
b=2', d=18", m=3:1
SYNTHETIC MAT
2
3.64
0.30
8.58
1.9%
0.56
4.17
TRAPEZOIDAL
b=2', d=18", m=3:1
SYNTHETIC MAT
3
1.18
0.30
2.78
1.5%
0.40
2.17
TRAPEZOIDAL
b=2', d=18", m=3:1
SYNTHETIC MAT
4
2.17
0.30
5.12
2.2%
0.50
2.95
TRAPEZOIDAL
b=2', d=18", m=3:1
SYNTHETIC MAT
NPDES STABILIZATION TABLE
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches and slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length
All other areas with slopes fatter than 4:1
14 days
None, except for perimeters and HQW Zones
/I LINWOOD M. COUNCIL
DIANNE A. COUNCIL
D.B.3579, PG.671 ZONING: RA-30
USE: AGRICULTURAL
MAG Ally EIS
PROPERTY BOUNDARY I '� I I
r�jI I LIMITS OF DRAINAGE AREA
I
TS M I I
SILT FENCE OUTLET I I I PS
/ SILT FENCE OUTLET
� I I 7 I I (::8:, I I
/ ROCK CHECK DAM
SILT FENCE
221
1I% I y
SILT FENCE OUTLET I I I i COIR WATTLE, TYP.
MATTING MUST BE INSTALLED IMMEDIATELY UPON 1
/ I \ TEMPORARY TDD-1 ac CONSTRUCTION OF TEMPORARY DIVERSION DITCHES
I I �2. � � � I � 1 �
DIVERSION DITCH ---J I L- \ - J I L------- _- I - - - - _ I L_ -/Z- -_J I L_-----�
�SSM #2,
i CONSTRUCTION
X ENTRANCE
I �' r-I-
'I 1 1
I III
I 21 I I I
I � I
MATTING MUST BE INSTALLED IMMEDIATELY UPON TDD-3 1.18 ac
CONSTRUCTION OF TEMPORARY DIVERSION DITCHES I I
I I I I ITEMPORARY DITCHES SHALL BE STABILIZED AND
CONVERTED TO PERMANENT VEGETATED SWALES
1
I I I 20
SILT FENCE, TYP. I I 22o I I 22
lI 1�1 �� III III \III III
I I I I'I I'I I'I V/II I'I
ADDITIONAL LIMITS I 1
I I I I SHOWN FOR I I
L BORE PIT --------- I------ J i �- - OPTIONAL BERM
EXCAVATION, TYP. \ CONSTRUCTION.
SILT FENCE, TYP. \
I
L__J
I
I
- _1I I r - -
I II
STOCKPILE III
I
-7-
'3190
1. THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS OF
DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL
REPRESENTATION OF THE ACTUAL EROSION CONTROL MEASURES
THAT SHALL BE INSTALLED UNDER THIS PROJECT. DUE TO SCALE OF
THIS DRAWING, THESE MEASURES ARE GRAPHICALLY DEPICTED AND
MAY BE BEYOND WHERE THEY ACTUALLY WILL BE INSTALLED IN THE
FILED. HOWEVER, UNDER NO CIRCUMSTANCES IS THERE TO BE
DISTURBANCE WITHIN THE WETLAND AND/OR STREAM BUFFER AREAS.
2. TOTAL DISTURBED AREA = 12.18 AC
3. REFER TO DETAIL SHEET EC3.0 FOR CONSTRUCTION SEQUENCE,
EROSION CONTROL NARRATIVE, MAINTENANCE NOTES, STABILIZATION
INSTRUCTIONS & EROSION CONTROL DETAILS.
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT
NCDENR STANDARDS AND REGULATIONS.
5. SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
6. THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS SHOWN ON
THIS PLAN WITHOUT AN APPROVED PLAN AMENDMENT BY NCDENR.
7. ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION TABLE.
8. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF -INSPECTION
LOG.
9. CONTRACTOR SHALL CLEAN OUT ALL DOWNSTREAM STORM DRAINAGE
SYSTEM AFTER PHASE CONSTRUCTION IS STABILIZED.
9. ALL DIVERSION DITCHES SHALL HAVE 12" COIR WATTLE CHECK DAMS
SPACED EVERY 100 L.F. OF DITCH.
10. ALL TEMPORARY DITCHES SHALL BE STABILIZED AND CONVERTED TO
PERMANENT VEGETATED SWALES.
EIS
- - -
- - -- - - - -
<----��
I
DD
3. 4 c/
DISTURBANCE LIMITS
\
I
\ TS
J----_
= J
---
-
I
I
Vo
ROCK CHECK DAM
I
HORSESHOE INLET
I
COIR WATTLE, TYP. PROTECTION I
' I
E-:4) 2. ac
_ W/ SILT I I I I _ I `" I \ \
FFnIr.F I T8 M I I 1 _ I
EDWARD S. TURLINGTON
` M.B.9, PG.64
D.B.1129, PG.443
ZONING: COMM
USE: AGRICULTURAL
oc
o CONSTRUCTION ENTRANCE/EXIT
HORSESHOE INLET PROTECTION
STOCKPILE
SILT FENCE OUTLET
ROCK CHECK DAM
TS M
TEMP. SEED/MULCH/PERM. SEED
PS
OUTLET PROTECTION
COIR WATTLE
TDD♦►♦► DIVERSION DITCH
IIII INLET PROTECTION
r --1 CONCRETE WASH AREA
L J
Fool SILT SACK
SILT FENCE
TP TREE PROTECTION FENCE
DISTURBANCE LIMITS
- - - - - - - - - - - - - - - - - - - -�_ �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - WN W/V
P PROPERTY BOUNDARY ` \ PP76 ���, OH _ _ _ % %
PP _ PP FOM P �� P
F M nHF - _ - ZI OHF -OJ OHS _ 0 _ _ - Ir -
Wx r�-- - G. Gx Gx G. W/V
� ROW DEDICATION - W' �'�-�h' �� - Wx - Z
. _
- PROPERTY BOUNDARY- - °tip - - - _ -� 221- - - - - - - - - -SILT FENCE -
OUTLET II
DOG HOUSE
749.89 LF @ 0.22°/ 721.83 L 0.19% s x s x - �S x
SSMH#1 ss x - - �s x- -ss� - SS - - ss . - - MH �S - �S x - - �� - - x - -
N.C. GRID MONUMENT "JOSEY" MH
TOP 219.39 �NC 55 E TOP-217.73
RECEIVING PIT, N.C. GRID COORDINATES, NAD I INV-205.83 (60' PUBLIC R/W)
TOZ
INV 207.19
EDWARD S. TURLINGTON
TYP. 83 ELEV - 218.91' EDWARD S. TURLINGTON
N - 588,EDWARD S. TURLINGTON M.B.2002, PG.855 002.21 BHR PROPERTIES M.B.2002, PG.855
E - 2,100,393.42 M.B.2002, PG.855 M.B.2002, PG.855 D.B.1641, PG.0467 D.B.1641, PG.0479
CF - 0.99986934 I ZONING: 1RA- 0 COMM UOSEI: AGRICULTURAL SCALE: 1 IN = 60 FT
D.B.1641, PG.0479 0690 ZONING: RA-30/COMM
ZONING: RA-30/COMM USE: RESIDENTIAL
USE: AGRICULTURAL USE: RESIDENTIAL 60' 30' 0 60' 120'
SCALE IN FEET
HORIZONTAL
REVISIONS PROFESSIONAL'S SEAL CONSULTANT CLIENT
1 01 / 14 / 2022 NCDEQ COMMENT REVISION
2 01 / 01 / 2022 HRW COMMENT REVISION ,1 CONS TRUC TION DRA WINGS
3 02/01 /2022 NCDOT COMMENT REVISION .�`�t� . ARO r ENG/ Long Land Development, LLC
4 02 / 25 / 2022 HRW COMMENT REVISION �� . %jam N
5 03/09/2022 HRW COMMENT REVISION �:•4FESS7©•••• ��� FF� 7 [phone] 205 S. Fuquay Avenue 9404 Northfield Ct.
6 03 / 25 / 2022 NRELE RELEASED
F COMMENT REVISION y •:- N P [phone] Fuquay-Varina, NC 27526 I�A LANDING
7 03/30/2022 RELEASED FOR CONSTRUCTION Z=•`¢SEAL = EST. Q 10 Raleigh, NC 27603 SON
SUBDIVISION
8 07 / 08 / 2022 HARNETT PLANNING COMMENT REVISION = w 2
u); urro 919-810-6151 (m)
STATUS 04 '�' �T �
RELEASED �� ' • = ENGINEERING y CAR° Contact: Hal Long
FOR CONSTRUCTION - NC LIC. NO. P-0799 [e-mail] EROSION CONTROL PLAN - CONSTRUCTION PHASE
DATE: SEPTEMBER 27,2022 HORZ. SCALE:1 60 .,r� �MP,'���
FILE NO. 2021-026 ORIG. SHEET SIZE: 24 x 36 EC2.0