Dredging Site Plan Updated (No Wetland Impact) - Revised (2).pdf

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I AROUND RISER STRUCTURE 1 ❑ -�
U) NOTES: 1 3 I f 1 \ :`� / a Q O F- O J
� 1. STREAM CROSSING TO BE DESIGNED BY CONTRACTOR. SEE /- Z
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n' SPECIFICATION SECTION 21000-1 AND CONCEPT STREAM CROSSING -' R RISER STRUCTURE ° -. ` �/ '/J j a�/ Z Z = W
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< DETAIL 2 ON DRAWING C-09. THE STREAM CROSSING SHALL BE fp -, 1 = H >- 0... ..
I— CONSTRUCTED IN GENERAL ACCORDANCE WITH NCDOT Q
o REQUIREMENTS FOR TEMPORARY STREAM CROSSINGS. THE I o J I \�, I J�1 °� v U)
a CONTRACTOR IS RESPONSIBLE FOR SUBMITTING STREAM CROSSING \ I i \ °�'/ U)
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PLAN TO THE ENGINEER FOR APPROVAL AS DEFINED IN SECTION - Low Gow Law —_LOW_ { �f J \ 4
QLaw Law- J
21000-1 OF THE TECHNICAL SPECIFICATIONS. UPON COMPLETION OF t LO1"---LOW L°w-�-Law—! �_;, �/ `-�`• {-` " o / °T'
CONSTRUCTION, THE CONTRACTOR SHALL REMOVE THE STREAM Low-
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CROSSING AND RESTORE DISTURBED AREAS. EROSION & SEDIMENT CONTROL LEGEND
0 2. CONTOURS WITHIN THE RESERVOIR REPRESENT THE TOP OF
SEDIMENT AND/OR DEBRIS. �� ( / \ <O� \ L s Low TITLE KEY SYMBOL
r cn 3. THE IN PLACE VOLUME OF SEDIMENT AND DEBRIS TO BE REMOVED IS / \ \
of ESTIMATED TO BE 12,400 CUBIC YARDS. Low Law_�L°r'�Law TEMPORARY SEEDING TS TS
3 Y 4. ALL SEDIMENT SEDIMENT AND DEBRIS WITHIN THE LIMITS SHOWN / ;t "�`•
ABOVE ARE TO BE REMOVED, DEWATERED,AND DISPOSED OF AT THE l
OFF SITE DISPOSAL AREA. _
PERMANENT SEEDING PS PS
a 5. THE UPSTREAM PORTION OF THE DREDGING AREA INCLUDES THE / J _. Ry
a AREA ENCLOSED BY THE ORIGINAL LAKE SHORELINE AND / "' Ci*-s-.
DOWNSTREAM LIMIT AS SHOWN ON THIS DRAWING. J / MULCHING M M - LIVE INSPIRE Dr- _
6. DREDGING AREA AT THE INTAKE STRUCTURE INCLUDES THE AREA 2 SITE LAYOUT AT RISER STRUCTURE 6 --- ��
l , WITHIN A 50-FOOT RADIUS OF THE CENTER OF THE INTAKE EXCEPT scALE:r=s0'
WHERE SYMPHONY LAKE DAM INTERSECTS THIS AREA. /
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SILT FENCE SF
U 0 60' 120'
o� 7. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THESE
1 DRAWINGS SHALL BE CONSIDERED THE MINIMUM LEVEL OPF PROJECT: 22210081.000
co PROTECTION. CONTRACTOR SHALL IMPLEMENT ADDITIONAL DUST CONTROL DC N
o 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"=60' 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 �z0 �, SHEET
N TREE PROTECTION TP XX
o APPROXIMATE. CONTRACTOR SHALL FIEDL VERRY AS NEEDED.
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