20061617 Ver 1_Worksheets_20070808

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ROADWAY IMPACTS SEWER IMPACTS
WACT# ZONE 1: ZONE2: STREAM WETLANDS: 9+PACT# ZONE 1: ZONE2: STREAM WETLANDS:
S.F. AC. S.F. AC, L.F. S.F. TAC. S.F..F. AC. FLL(CY) S.F. AC. S.F, AC. L.F. S.F. AC. S.F. AC.
R1 8,973 0.21 5.016 0.12 127 254 0 0.00 0 S1 2,341 0.05 1,349 0.03 34 68 0002R2 10,249 0.24 6,931 0.16 180 640 000 0.76 2.451 S2 5,226 0.12 2,670 0.06 82 164 0.004 7,063 0,16 Y
R3 9,400 0.22 2,483 0.06 138 839 485 0.36 1,147 S3 4,800 0.11 2,926 0.07 83 252 0.008 13,684Z'
R4 10,390 0.24 5,574 0.13 150 300 39 0.01 33S4 4,840 0.11 2,774 0.08 78 158 0,004 21,457 0.49R5 8,803 0.20 5,361 0.12 137 548 601 0.06 193 S5 4,374 010 3,216 0.07 63 126 0.003 4,105 009RB 9,473 0.22 5,882 0.14 144 432 4330.19 625 S8 4,504 0.10 2,665 0.05 71 405 0.009 27,355R7 365 0.01 1,691 0.04 0 0 673 0.15 494 S7 1,953 0.04 1,220 0.03 31 62 0.001 2,284 005
RB 10,714 0.25 8,425 0.15 175 700 . SS 1,390 0.03 1,151 0.03 22 812 0.019 2,253
R8A 8,617 0,20 5.225 0.12 134 538 o.o12 SB 1,899 0.04 1,307 0.03 31 82 0.001 ■_€
RIO 0 0.00 0 0.00 0 0 0.000 490 0.01 36 S10 2,259 0.05 1.252 0.03 33 66 0.002 ¢,0
Rii 9,545 0.22 5.308 0.12 157 628 0.014 S11 1,475 0.03 962 0.02 20 220 0.005 768 0,02 Y 7d
R12 8,826 0.20 5,001 0.11 138 552 0.013 1,171 0.03 87 S13 3,837 O.OB 2,778 0.06 86 132 0.003 8,856 0.15 M
R13 0 0.00 1,530 0.04 0 0 0.000 4,996 0.11 370 $ib 0 0.00 0 0.00 0 0 0.000 16,718 0.36
R14 8,873 0.20 5,080 0.12 144 288 0.007 817 0 0.00 0 0.00 0 0 0.000 568 0.01
TOTAL 104,228 2.39 61.498 1.41 1.604 5,717 0.131 73,378 1.68 5,436 S18 0 0,00 0 0.00 0 0 0.000 1,067 0.02 -
S19 0 0.00 0 0.00 0 0 0.000 821 0.62
GREENWAY IMPACTS TOTAL 38,998 0.90 z4,268 oss s94 zsz5 Dose 1Gasn 2.38
AVACT# ZONE 1. ZONE 2: STREAM WETLANDS:
S.F. AC, S.F. AC. L.F. S.F. AC. S.F. AC. FILL CY) W
m
G7 1,095 0.025 859 0.015 15 30 0.001 WATER LINE IMPACTS
G2 1,175 0.027 780 0.018 0 0 0.000 1,690 0.04 125
G3 846 0.019 605 0.014 0 0 0.000 WACT# ZONE 1: ZONE 2: STREAM WETLANDS: G
G4 1,225 0.028 887 0.015 0 0 0.000 5.162 0.12 382 S.F. AC. S.F. AC. L.F. S.F. AC. S.F. AC. Q
G5 1,207 0.028 885 0.018 0 0 0.000 862 0.02 63 W1 3,488 0.08 1,472 0.03 31 1.091 0.025 487 0.011 d
G6 1,039 0,024 580 0.013 0 0 0.000 5.097 0.12 378 W2 38 0.001
G7 900 0.021 1,252 0.029 14 28 0.001 1,354 0.03 100 TOTAL 3,436 0.00 1,472 0.03 31 1,091 0.025 525 0.012
GB 680 0.015 554 0.013 10 328 0.008 1,126 0.03 83
G9 0 0.000 38 0.001 0 0 0.:
G70 1 1,495 1 0.034 1 313 0.007 0 0 0.000 ?
c11 0 0.000 0 0.000 0 0 0.000 323 0.01 24 UTILITY LINE IMPACTS bQ
TOTAL 9,862 0.222 8,131 0.141 39 388 0.009 15,594 0.36 1,155 WPACT ZONE 1: ZONE 2: STREAM WETLANDS: Q
e TYPE S.F. PI;. S.F. AC. LF. S.F. AC. S.F. AC.
p PERMANENT IMPACTS SEWER 38,908 1 0.90 24.268 0.56 594 2,s25 o.ose 1oa,677 z.ae W
WATER 3,488 0
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8
1,472 0.03 31 1 1,091 1 0.025 525 0.01 O
WPACT ZONE 1: 71D 2: STREAM: WETIMDS: TOTAL 42,484 0.98 25.740 0.59 625 3,618 0.083 104,202 2.39 Z
4 TYPE S.F. AC. S.F. AC. L.F. S.F. AC. S.F. AC. FILL C W
ROADWAY 104,228 1 2.38 1 61,498 1 1.41 1 1,604 5,717 0.131 73,375 1.68 1 5,435 >
GREENWAY 8,682 0.22 8,131 1 0.14 1 39 385 0.009 15,594 0.36 1 1,155
TOTAL 113,890_1 2.61 1 67,629 1 1.55 1 1,643 1 6,103 1 0.140 1 58,972 1 2,04 1 6,591
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WETLAND IMPACTS SURFACE WATER IMPACTS BUFFERIMPACTS
Mechanized Existing
Site Fill In Fill in Temp.Fill In Excavation Gearing Fill in SW Fill in SW Temp.Fill in Channel Relocated Enclosed
No. Station Structure Size Wetlands Wetlands Wetlands In Wetlands (Method III) (Natural) (Pond) SW Impacted Channel Channel Zonal Zone 2
(From) (To) (ac) (cu yd) (ac) (ac) (80 (ac) (ac) (ac) (ft) (ft) (ft) (ac) (ac)
1 NCDOT SITE 11
35+50.00 37+60.00 -Y101-3 70 ft BRIDGE 0.84 1355.7E 0.16 0.00 0 0 0.03 0.07
2 52+68.00 52+91.76 2 10'x10'RC Box Culvert 0.04 67.76 0.01 0.06 249 83 166 0.48 0.27
3 100+00.00 96"RCP 0.00 0.00 0.00 0.05 392 188 204 0.73 0.38
4 NCDOT SITE 9
26+36.05 -Y101-36"RCP 0.27 435.60 0.01 0.01 0.01 581 0 501 0.82 0.49
5 NCDOT SITE 7 0.00 0.00
443+00.83 8.68 SF 0.00 0 0 0 0.01 0.00
6 NCDOT SITE 8A 0.00 0.00 0.02 0.00 0 01 0 0.00 0.01
NCDOTSITE8B
7 16+55(Y2) 0.00 0.00 0.00 0.02 57 0 57 0.09 0.9
72'RCP
8 41+45.00 42+65.00 0.00 0.00 0.00 0.16
9 30+50 2 48"RCP Exist.& 0.00 13 0 13 0.01 0.01
Supplimental 48"RCP
70TALS: 1 21 1859.1 0.0 0.01 0.21 0.14 0.16 0.0 1292 271 10081 2.16 1.26
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PROJECT:LBG OR1012
IMPACT SUMMARY
SHEET 22 OF 22