NCC222826_Site Plan or Location Map_20220808

2-3" COARSE AGGREGATE
6" THICKNESS
PLAN VIEW
50' MIN.
6" DIVERSION TO DIRECT
RUNOFF FROM R/W
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
1 4g\
8' MAX. SPACING WITH WIRE FENCE
OR 6' MAX SPACING WITH NO WIRE
TOP STRAND MIN. #14 GAUGE
STAY
AND
LINE WIRES
MIN. 414
GAUGE
BOTTOM STRAND MIN. #14 GAUGE
NOTES: � X//K
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH //j�/�
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.
TEMPORARY SILT FENCE
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STEEL POST CLEARING AND GRUBBING EROSION CONTROL NOTES:
4" X 8" TRENCH LINED W/ 12"
OF FABRIC AND
COMPACTED FILL ON TOP
1.) SITE CONTRACTOR TO FOLLOW TYPICAL SEQUENCE OF EROSION CONTROL MEASURES ON
GENERAL NOTES, SHEET C-1.0.
2.) PHASE I SHOULD CONSIST OF PERIMETER SILT FENCE AND OTHER PERIMETER CONTROL
MEASURES.
3.) WETLAND FILL AND ASSOCIATED ACCESS ROAD LIMITS OF DISTURBANCE = 5.3 ACRES.
4.) WETLAND AND SURFACE WATER IMPACT PERMITTING IN ACCORDANCE WITH
SAW-2012-00821, AND DWR #20150576 Ver 2.
NOT TO SCALE
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EROSION CONTROL LEGEND:
LOD
LOD
LIMITS OF DISTURBANCE
SILT FENCE
>TDD
>TDD—
TEMP. DIVERSION DITCHES
20
PROPOSED CONTOURS
— — — — 20—
— — — —
EXISTING CONTOURS
WATTLE OR RIP -RAP CHECK DAM
GRAVEL ENTRANCE
RIP -RAP
WETLAND/DITCH MATTS
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PEI JOB#: 19244.PE