20080737 All Versions_Maps_20080425 (15)

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RANSPORTATIO
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N.C. OF HIGHWAYS
DIVISION
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LAND pp JEC 519DA~
IMPACT NTY
ETLArID COjpC EV54817IEEE .1.2 CU-2 LOOP
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PROPERTY OWNERS
NAMES AND ADDRESSES

PARCEL NO. NAMES ADDRESSES

FORT BRAGG MILITARY
I RESERVATION
0432 YADRIN ROAD
7 JOHN ROENIG FAYETTEVILLE, NC 28303

P.O. 9A DON RROADWELL BOX 53587
FAYETTEVILLE, NC 28305

NCDOT
DIVISION OF HIGHWAYS
CUMBERLAND COUNTY
PROJECT: 54817.1.2 (U-2519E)
FAYETTEVILLE OUTER LOOM
FROM WEST OF NC 24
TO EAST OF NC 24
Permit Drawing
Sheet„ 3 of 30
SHEET OF 12/7/07

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Natural
Site Station Structure Fill In Fill In in Clearing in . SW SW Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft)
1 20+80 -TT4- NA 0.06 0.04
2 20+60-25+00 -L- 2 @ 12' X 6' RCBC 5.52 0.28 1.06
3- 26+00-28+60 -L- BRIDGES 0.44 0.20 3.94
4 29+00-33+80 -L- 2 @ 48" RCP 5.45 0.10 0.26
5 23+60 -Y1- 36" RCP 0.03 0.01
6 13+40 -TT5- EXISTING 18" RCP 0.02 0.04
7 14+60 -TT5- EXISTING 36" RCP 0.01 0,01

TOTALS: 11.53 0.37 1.62 194

* Impacts due to pier footing in wetland = 0.0007 ac
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
CUMBERLAND COUNTY
WBS - 34817.1.2 (U-2519DA)

JMD Revised 2103/05 SHEET 12/7/2007
Perm Drawing
St" 4.-°f 30

i

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Design
(ha) (ha) (ha) (ha) (ha) (ha) (ha) (m) (m)
1 20+80 -TT4- NA 0.026 0.017
2 20+60-25+00 -L- 2 @ 3.6m x 1.8m RCBC 2.233 0.112 0.427
3- 26+00-28+60 -L- BRIDGES 0.179 0.082 1.593
4 29+00-33+80 -L- 2 1200mm RCP 2.205 0.039 0,104
5 23+60 -Y1- 900mm RCP 0.013 0.002
6 13+40 -TT5- EXISTING 450mm RCP 0.008 0.018
7 14+60 -TT5- EXISTING 900mm RCP 0.001 0.005

TOTALS: 4.665 0.151 0.655

` Impacts due to pelr tooting in wetland = 0.0003 ha NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS

CUMBERLAND COUNTY
WBS - 34817.1.2 (U-2519DA)
I
JMDR-iced 2103105 SHEET 12/7/2007
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15!!!77 6s=Z 94 9=4Z 589 Bsr7Z2Df p 197500PfRTl Bs=lP5564 1Z 259 fRT1 BZOB'S93 DW 744811 MODW 1pDW 671 49fyH LT = ~24gp LT 1926 7` L 97.4N Bs • 7Cb'S6J' L 5154 It • 45DW 37! R 440070 ST 15JS7 ST =4295 A ST 30974 L7 5OD45 T 49185 Ls = 70787 T 274745 LT • JODO2 OL4i Se 008 ST 25D4/ R 2BSDO7 LT • R 6WlCO ST 15DO2
DATA FOq -RPIB- 5* ODH
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48 DRAWAGE AREA rHECTPRE51' 50 YRS
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100 YR DISCHARGE .6390.94 8 m
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- - 60
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ALL AMERICAN 375 3 M _
-YI- P 26+8822
450 mm
V""l 151 _.-_6. p _ - F
r 113 - '
T L 58L a5T
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0o coat f b i .5' R
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149
2" 1266
RPIC- Pis Sta 16t7 424
5
- ° _ = FOR 22,203 : 46-000
4- - - - CURVE DATA P( Sta 16' 05.8° i8T1 LS as _ 4+51.38 14+
L 71
i' F
Pls Sto 10+85bi9 p _
42,4 554,981 LT 353.7
9'
/ Y(- p07 2 - 2 19'42-C'
E f1+01.928 as - L = 321.255 S1 -
-IC- jN Ls 30.61 R ~ 440000
0~' )N5 Come FnRRe~ F F DENpWETLAFIL ND ST = 36.337 Se = 006
EST FILTE
42
E5f TONS CL- ~ a RAP

PUBIS PREPARED EM PROJECT REFERENCE N0. SHEET NO,
CURVE DATA FOR -RPIDB- FLORENCE & 9DTCf1ES0N,NNC, 4T5~ U-2519DA 14
PIS Sta 9+16.794 PI Sta 10+59.226 PIS 5ta 12+00.964 ePIS s Sta 13+17.446 Pf Sto 18 59'1996 PIS Sfa 29'42923 GVONSUETJNG -UNGMEER.4 R nV SHEET NO. n
Z7W
Bs = 0' 56' 28.6" A= 10' 22' 29.2" (RTJ Bs = 0'56'28.6- Bs = 2"59'42.0' = 9 965915.1" (LT) Bs = 2' 59' 42.0" 4W ~ SLYD., MOT "5
xALVGH, ecsme,HCZ>an~ ROADWAY DESIGN
HYDRAWCS
Ls = 46.000 L = 253.504 Ls = 46.000 Ls = 46.000 L = 74401 Ls = 46.000 ENGINEER ENGINEER
LT = 30.667 T = 127.099 LT = 30.667 LT = 30.671 T = 497220 LT = 30.671 5m 0 lom
ST = 15.334 R = 1,400.000 ST = 15.334 ST = 15.337 R = 440,000 ST = 15.337
Se = 0.03 Se = 0.06 PRELIMINA Y PLAN
CURVE DATA FOR -RPID- CURVE DATA FOR -Yl-
PIs Stc 10+41.054 Pl StG 12+70.020 Pls Sto 14+50,307 PI Sto 31+34.715 CONSTAP.
p8f
Bs = 4'55'25.9' A= 66' 42' 41.6" (RT ) 8s = 4-55'25.9- A= 7' 18' 35.1" (RT)
0 of
TDE w Ls = 55.000 L = 372.588 Ls = 55.000 L = 891.779 RW REV, SheM
LT = 36.681 T = 210.647 LT = 36.681 T = 446.495 SEE SHEET 33 FOR -RPIDB- PROFILE
ST = 18.346 R = 320.000 ST = 18.346 R = 6,990.000
PID- 10+5 .373 -R DB- T +86 74 Se = 0.07 Se = 0.025 SEE SHEET 45 FOR RPIC PROFILE
_ SEE SHEET 46 FOR -RPID- PROFILE
a SEE SHEETS 55-56 FOR -YI- PROFILE
-RPI TS 10+04 3
TER F a
V- ITCH ^ A
-RPIDB- T 12+ 0.000 =
N~ 83
-RPID- POZ;V,"00.000 (3 m RT)
D T 12+31.631
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I
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m 154
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65 2GI-D C
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149 m 1E0 mm CHL
Zm S' P R EST. 100 TONS CL-61 RIP
F EST. 23.I SM LTER FAB IC
SOIL
09 TAIL
sr. 09 DNS c IP R - 2' 5l. 0 CURVE DATA FOR -RPIC- _ 4 rcH
E TER FABRIC I S 7+ PIs Sto 10+85.619 Pt Sfo 14+22.203 PIS Sto 16+71.266 s--
- -
TONS CL-B RAP Bs = 2'59'42.9' A= 72' 16' 05.8" (RT) GS = 2-5942.0°
E 94 R R F E T T NLL N Ls = 46.000 L = 554.981 Ls = 46,000
LT = 30.671 T = 321.255 LT = 30.671
ST = 15.337 R = 440.000 ST = 15.337
Se = 0.06 ' I '