20141169 Ver 1_Sec C Permit Drawings- pgs 175-237 R-2514 B C D_20150526

CAMA 404 Hand Existing Existing
Permanent Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 -L- STA 10+00 TO ROADWAY 3.62 0.43 <0.01
-L- STA 19+49
2 -L- STA 21+50 RT ROADWAY 0.09 0.04
3 -L- STA 24+00 LT 18" RCP <0.01 0.04 0.02
4 -L- STA 22+95 RT TO ROADWAY 6.82 1.43
-L- STA 84+82 RT
4 -L- STA 30+11 LT ROADWAY <0.01
5 -L- STA 24+30 LT ROADWAY 0.03 0.11 0.11
6 -L- STA 62+27 LT TO ROADWAY <0.01 0.03 <0.01
-L- STA 84+82 LT
*7 -L- STA 76+79 LT TO ROADWAY 0.26 0.02 0.08
-L- STA 82+96 RT
8 -L- STA 87+00 RT ROADWAY 0.64 0.09
9 -L- STA 90+56 TO ROADWAY 0.89 0.17
-L- STA 97+96
10 -L- STA 99+50 RT TO BRIDGE 0.95 0.15
-L- STA 105+79 RT
11 -L- STA 106+50 LT ROADWAY <0.01 0.03
12 -L- STA 118+16 RT TO ROADWAY 0.45 0.05
-L- STA 124+70 RT
**SUBTOTALS THIS SHEET:0.00 13.75 0.00 0.18 2.61 <0.01 0.00 0.00 0 0 0
NOTES:
*Site 7 includes an additional 0.06ac of unimpacted wetlands counted as total take
** Totals may not match sum of individual impacts due to rounding.
SHEET 61 OF 62 (04/24/2014)
JONES COUNTY
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
N.C.D.O.T.
DIVISION OF HIGHWAYS
PROJECT: 34442.1.4 (R-2514C)
US 17 FROM NORTH OF MAYSVILLE TO
SOUTH OF NC 58 NEAR POLLOCKSVILLE
CAMA 404 Hand Existing Existing
Permanent Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
13 -L- STA 127+87 TO ROADWAY 0.34 <0.01 0.11
-L- STA 131+32
14 -L- STA 133+26 RT TO ROADWAY 1.52 0.41
-L- STA 151+44 RT
15 -L- STA 143+74 LT TO ROADWAY 0.05 0.15 0.09
-L- STA 151+54 LT
16 -L- STA 159+00 TO ROADWAY 0.51 0.06 0.16
-L- STA 164+07
17 -L- STA 172+50 54" RCP 0.01 <0.01 <0.01 0.01 109
18 -L- STA 180+50 LT ROADWAY 0.02 <0.01 132 20
19 -L- STA 194+89 BANK STABILIZATION**<0.01**58**
-L- STA 195+00 42" RCP 0.01 106
20 -L- STA 256+16 TO ROADWAY &1.58 0.20
-L- STA 262+25 2-30" RCP
21 -L- STA 269+40 ROADWAY 0.23 0.02
22 -LBUS- STA 19+40 RT 48" RCP 0.02 0.01 32 10
23 -DRV1- STA 18+60 LT ROADWAY 0.01 0.02
*SUBTOTALS THIS SHEET:0.00 4.24 0.00 0.23 1.00 0.00 0.06 0.01 379 88 0
*SUBTOTALS SHEET 1:0.00 13.75 0.00 0.18 2.61 <0.01 0.00 0.00 0.00 0.00 0.00
*TOTALS:0.00 17.99 0.00 0.41 3.62 <0.01 0.06 0.01 379 88 0
NOTES:
* Totals may not match sum of individual impacts due to rounding.
** Bank Stabilization at Site 19 is due to placement of rip rap on sides of channel where existing retaining wall is removed and more
natural geometry restored to channel.
SHEET 62 OF 62 (04/24/2014)
SOUTH OF NC 58 NEAR POLLOCKSVILLE
DIVISION OF HIGHWAYS
N.C.D.O.T.
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
JONES COUNTY
PROJECT: 34442.1.4 (R-2514C)
US 17 FROM NORTH OF MAYSVILLE TO