SW6220704_Plansheet C2.0 - Grading_Drainage Plan_20221027

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"STRAW W NET" "SYNTHETIC MAT" "JUTE NET" TEMP. RIP RAP RIP RAP
NOTE: PROVIDE 7 DAY TEMP. SWALE TEMP. SWALE SWALE LINER AS d50=12 d50=9"
LINER AS SHOWN LINER AS SHOWN SHOWN MIN DEPTH=27" MIN DEPTH=24"
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cn < i � i` �� �E TOPSOIL SPO }0 / / , • / ' ' ' /'/' �_-- '' // / / / / /��_ \
ENTRANCE x ° REATE LANDSCAP /' / / / ! / '' ' �'/ /' / / ,' /'
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TEMPORARY SKIMMER BASIN 1A W BAFFLES --- Qfull=21.3cfs / ah/ / / / p� / / --___ / / ,
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ROADSIDE DITCH CALCULATION TABLE
STREET
STA
SWALE TYPE
STREET A
0+00 - 1+50L
A
STREET A
0+00 - 1+5OR
A
STREET A
1+50 - 3+75L
B
STREET A
1+50 - 3+75R
B
STREET A
3+75 - 5+50L
A
§.T•REET--A
3+75 - 5+5OR
A
/ STREET A `
5+50 - 7+50L
G
/ STREET A -'
5+50 - 7+5OR
G
STREET/A
7+50 -CDSL
A
STRE A
7+50 -CDSR
,A ----
I
--
STRE T B
O+9Ci- 3+30L
A
STREE B
+00 - 3+3OR
A
STRE�T B
3+30 - 9+50L
A
/ STREET B
+30 - 9+5OR
A
/ STREET B
+50 - CDSL
C
STREET B
-�3+50 -CDSR
G
STREET C
0+00 - 2+OOL
G
STREET C
0+00 - 2+OOR
G
STREET C
2+00 - CDSL
I D
STREET C
2+00 - CDSR
I E
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l0 / / I I I I I I 1 / ' ' / / 6y \ \ ' / ' ^��\ \/ ' %� i Q i i DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE \ \ \ ®20' INCRE NTS / \ �_�, , / / / / , / •f�. .--,-''
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VOL PROVIDED=2153C�-- Z 74 ,/ ' , I \ \ �\ s ' \ \ \ \ \ \ ` \ \ \ I I \---/ AND SITE SWALES WITH ASSOCIATED rROSION CON QL_/ WWEIR WIDTA=6' /' ----_< - , I \ \ \ L . \ `\ \ \ \\ \\ \\ \ \\\\ i ( i i i l / PROTECTION BEFORE BEGINNING SITFt GRADING. 5920 HONEYCUTT ROAD W a. -- _ _'.\\ \ \\ \\ \\ \ �� �\ \ \, \\ I ) HOLLY SPRINGS, NCI 27540 L1J
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SfiP'NOTE.� TSBl1 `' ,� \.� I 1 \ \ Y \ `\ `�-'� \ \ ` \ \� I I III / j / / / / 6) GRASS AREAS THAIT WILL NOT BE DISTURBED. PH. # (919) 552-901a3 1• 01
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/,, /'�- `\ ��__ // / / / / / I \\\ \ \\ \ , \\ I \II \ \ 1 / ,' CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION TARN FROM EIQSTII�TG LIDAR INFORMATION. CL
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I \\ \ \\ \\ \\ \\ \ \ / `�\ ��' / I 1 / I I I \ / "\ `\ / // // //,/ ' SKIMMER BASIN DRAINAGE AREA Iy = 1� UPPER LITTLE RIVER TOWNSHIP 10.27.2022: NCDEQ STORMWATER COMMENTS I \ \ \ \ \ \ \ \ ( r-_ \I I- I / / / I \ ( \ / /
\\ \\ \\ \\ \ \ \\ \\ / \ _ J// / / j I \ \ ( \�\ .///i /'/ i' ®r TEMP. ROCK CHECK DAM TRCD o
\ \ \ \ \ .- // / / ( ) L = HARNETT COUNTY, NC
1 \ \ \\ \ \ \ _ I I I / -, I \\ \ 1 \� _ / / / I // / / � � � � � � � � - ROADSIDE DITCH DRAINAGE AREAS / z FOR
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I\` \\\ \\ \\\ ( r--'- `\�`� ��`-__�'/ � / / / /' ''/ -- \\ \\ \\ � __ " / / / / � PROPERTY OWNER/DEVELOPER:
I \� \\ I I _ \�__ - I / I / / � \ \ \\ I /___-_-� // NOTE: ADDITIONAL EROSION CONTROL PLANS / I E D I S 0 N ACRES
- / / / / \ \ I ( __J/ I / 1 & APPROVALS WILL BE REQUIRED FOR BEFORE YOU alc. G AND J DEVELOPMENT, LLC
r / / / / CONTACT ONE -CALL CENTER
I �. `\ \\ ```_�' I l I I I -�� 1 ` \ I I / / 1-80�-632-4949 2265 BENSON ROAD HORIZONTAL SCALE: 1" =100'
I /__\\\\\\ \\\\\\ / ; I ; // i i i i I I /--i /% / INDIVIDUAL LOTS PRIOR TO LOT DISTURBANCE I ANGIER, NC 27501 VERTICAL SCALE: N/A
DATE: 07.27.2022
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