Dredging Site Plan.pdf

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� 1. STREAM CROS t 1 \ / / Z Z
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SPECIFICATIO
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¢� DETAIL 2 ON D i \ `-, 1 , / = H >- 0... .. .
I— CONSTRUCTS a
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CONTRACTOR \
PLAN TO THEE i / J �' \.. /�°
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CONSTRUCTIOCROSSING AN AN �r - ,ate Low EROSION & SEDIMENT CONTROL LEGEND
2. CONTOURS WI i / \ � �� VON TITLE KEY SYMBOL
wi SEDIMENT AN I 1
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ESTIMATED TO !/ LOW
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= ABOVE ARE T _ �� ,\ S„ ; � '� �%
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a 5. THE UPSTREA PSRy
a AREA ENCLOS '
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Q DOWNSTREAM !r/f : MULCHING M M — L I V E INSPIRED—
'_ 6. DREDGING AR —
1 WITHIN A 50-FOOT RADIUS OF THE CENTER OF THE INTAKE EXCEPT SCALE:r"=60' / m
WHERE SYMPHONY LAKE DAM INTERSECTS THIS AREA. SILT FENCE SF
40
� 7. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THESE o so' 120
10 DRAWINGS SHALL BE CONSIDERED THE MINIMUM LEVEL OPF
co PROTECTION. CONTRACTOR SHALL IMPLEMENT ADDITIONAL DUST CONTROL DCA�
N PROJECT: 22210081.000
MEASURES AS NEEDED TO MEET THE NC DEQ REQUIREMENTS. _ DATE: OCTOBER 2023
u N CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS IN NORTH SYMPHONY LAKE SITE LAYOUT
TEMPORARY STONE m DRAWING NO.
i o CAROLINA DEQ EROSION&SEDIMENT CONTROL HANDBOOK. SCALE: 1"=s0' CONSTRUCTION ENTRANCE CE u C-03
1 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING
d UTILITIES. LOCATION OF UTILITIES SHALL BE CONSIDERED ° so 120 � SHEET
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N TREE PROTECTION TP XX
o APPROXIMATE. CONTRACTOR SHALL FIEDL VERRY AS NEEDED.
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