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1 1 / \ �� TIMOTHY J. HUFFMAN DETAIL 'A' DETAIL 'I' DETAIL 'L'
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• � �00 DETAIL K 5808 Faringdon Place NC License No.C-0910
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•
\ ` O�Q SPECIAL CUT DITCH Raleigh,North Carolina 27609 www.rameykemp.com
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FRED E. MEREDITH REVOCABLE TRUST I�♦� , l //j� IN WETLAND
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PERMIT DRA: WING U_6018 9
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co 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH ' - T \ J f - --�--__-- ��� - >1 ,'• `__ / "' 4' ' R'W SHEET No.
/ �`_-\\ \ \\ \ \ -" \ \ / I / ` //\% l �� - asa- - � r� - \ �� i o �j.D ROADWAY DESIGN HYDRAULICS
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N U-6018 X-3 7
75 70 65 60 55 50 45 40 35 30 25 2-0 15 10 5 0 5 10 15 20 25 30 35 40 45 5-0 55 6-0 65 70 75
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L-31+17 to 31+26 24in RCP <0.01 <0.01 34 10
2 -Y8- 14+85 to 15+91 Roadway Fill 0.02 0.01 0.04
3 -Y3-23+80 to 27+53 (2) 18in RCP 0.02 0.01 25
Roadway Fill 0.02 0.01 0.06
Channel Change <0.01 0.01 144 90
4 -Y6- 18+21 to 18+32 24in RCP <0.01 <0.01 10 27
5 -Y9-23+79 to 24+23 36in RCP <0.01 <0.01 152 37
6 -Y9- 14+63 to 14+87 Standard Base Ditch <0.01 48
TOTALS*: 0.04 <0.01 0.02 0.09 0.04 0.03 340 237 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/09/2020
GUILFORD
U-6018
47163.1.1
Revised 2018 Feb SHEET 14 OF 14