NCC213635_Site Plan or Location Map_20210707

EROSION CONTROL LEGEND:
LOD LOD LIMITS OF DISTURBANCE
20
SILT FENCE
PROPOSED CONTOURS
20— — — — - EXISTING CONTOURS
INLET PROTECTION
GRAVELENTRANCE
RIP -RAP
VEGETATION PER TYPE
DRAINAGE AREA
PROJECT SITE:
PARCELID: ............................».......................»... .. .. .. .. .. .. .. .. .
NOTES:
1. SEE GENERAL NOTES (C-1.0) AND DETAILS FOR MORE INFORMATION
2. TOTAL LIMITS OF DISTURBANCE = 2.31
3. THERE ARE NO WETLANDS ON SUBJECT PROPERTY.
4. THIS PROPERTY IS NOT LOCATED WITHIN THE 100-YEAR FLOODPLAIN; IS NOT
WITHIN 575 OF A HQW; OR WITHIN A CONSERVATION DISTRICT.
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
TOP STRAND MIN. #14 GAUGE
STA
AND
LINE
WIR
S MIN.
14
GA
GI
BOTTOM STRAND MIN. #14 GAUGE
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C
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r STEEL POST
LELAND HOTEL
Temporary Sediment Fence
Requirement =100 ft per 0.25 acres disturbed
Disturbed
Total
drainage
Silt Fence
Silt Fence
DAL 4
area
area
Required
Provided
(ac)
(ac)
($)
(ft)
1
0.75 ac
0.75 ac
300
493
2
0.99 ac
0.99 ac
396
596
3
0.56 ac
0.56 ac
224
394
4" X 8" TRENCH LINED
W/ 12" OF FABRIC AND
COMPACTED FILL ON TOP
NOTES:
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM
MESH OPENING OF 6-INCHES.
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN
ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS
AND STABILIZERS ACCORDING TO ASTM D 4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.
HARDWARE CLOTH
6" OF #57
WASHED STONE
SLOPE
12" CLASS A STONE
COMPACTED
SOIL
TEMPORARY SILT FENCE
NOT TO SCALE
4' MAX. 8' MAX.
n
LINE OF POST
II BEYOND
I SUPPORT WIRE
SECTION A — A
PLACE POST
W POINTS
LASS A STONE
TEMPORARY SILT FENCE OUTLET
NOT TO SCALE
8"
MIN.
AUGHLUAIL
6 THICKNESS
PLAN VIEW
41>i►.ai.1
6" DIVERSION TO DIRECT
RUNOFF FROM R/W
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
GRAPHIC SCALE
0 15 30 60 120
SCALE: 1 "= 30'
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PEI JOB#: 20159.PE