WBS-17.BP.7.C.17_IMPACTS DRAFT.xlsx

WBS Project #: 17BP.7.C.17
NBIS Structure #: 40 2112
Division: 7
County: Guilford io.s
Route: SF 2735
Lengths measured along the existing channel.
Assuming Permanent Impact Area is not the entire easement area as vegetation will be reestablished
CE Area "A" on Parci Parcel 1
Northside Southside Comments SF SF
CE Area "A" on Parcel 1 1.1500 N/A
Prop Drainage Easement (acres) 0.0404 0.0189 1759 S25
Temp. Impact Area Total (acres) 0.0316 0.0189 Total removes ex. Concrete channels 1759 SZS
Perm. Impact Area Total (acres) 0.0015 0.0089
Perm. Impact Area in RW (acres) -0.0010 0.0029
Perm. Impact Area in Esmt (acres) 0.0040
Ex. Concrete Area In Stream Total (sf� O.00SS 0.0000 Overlaps in Prop. Qass B and Qass I Rip Rap Area in CE north side 352.9
Ex. Concrete Area In Stream in RW (sf) 0.0031 136.3
Ex. Concrete Area In Stream in Esmt (sf� 0.0062 270.21
Perm. Impact Qass B Rip Rap Total (acres) 0.0040 0.0020 Overlaps in Existing Concrete Area in CE north side 173.54 86.61
Perm. Impact Qass B Rip Rap in RW (acres) 0.0005 0.0011 Overlaps in Existing Concrete Area in CE north side 20.67 47.54
Perm. Impact Qass B Rip Rap in Esmt (acres) 0.0035 0.0009 Overlaps in Existing Concrete Area in CE north side 152.45 38.17
Perm. Impact Qass I Rip Rap Total (acres) 0.0063 0.0069 Overlaps in Existing Concrete Area in CE north side 272.35 301.99
Perm. Impact Qass I Rip Rap in RW (acres) 0.0017 0.0018 Overlaps in Existing Concrete Area in CE north side 72.95 78.64
Perm. Impact Qass I Rip Rap in Esmt (acres) 0.0046 0.0051 Overlaps in Existing Concrete Area in CE north side 199.42 223.4
Temp Length of Stream Impact Total (LF) 35.42 325
Temp Length of Stream Impact hom Ex. Culvert to Ex. R/W (LF) 12.2 14.94
Temp Length of Stream Impact hom Ex. R/W to Easement Boundary (LF) 26.23 17.56
Perm. Length of Stream Impact Total (LF) 29.44 28.86
Perm. Length of Stream Impact from Ex. Culvert to Prop. Culvert (LF) 5.02 10.19 Pipe Extension Lengths
Perm. Length of Stream Impact from Prop. Culvert to Ex. R/W (LF) 4.18 4.75
Perm. Length of Stream Impac[ from Ex. R/W to End of Improvements (LF) 17.24 13.92
Ex. Length of Concrete in Stream (LF) 17.67
Perm. Length of Concrete Removal in Stream in Esmt Area (LF) 9.69
Perm. Length of Stream Impact Reduction in ESMT 7.55 Total Removes Concrete in Stream within ESMT area