HomeMy WebLinkAbout20060447 Ver 3_HLE18020-Impact Tables_20200518Impact
(LF)
Avg Width
(FT)
Impact
Area (SF) Ratio
Mitigation
Required
(LF)
Impact
(LF)
Avg
Width
(FT)
Impact
Area (SF)
Impact
(LF)
Avg
Width
(FT)
Impact
Area
(SF)
S1 Construction Access P 3 6 19
S2 Culvert P 120 6 718 2 240
S3 Riprap P 32 6 197
S4 Construction Access P 2 8 16
S5 Construction Access P 3 6 19
S6 Culvert P 150 4 664 2 300
S7 Riprap P 43 8 194
S8 Construction Access P 2 5 10
S9 Culvert I 13 2 25 0.5 6.5
S10 Riprap I 16 2 31
S11 Construction Access I 2 2 4
S12 Fill I 26 2 49 0.5 13
S13 Construction Access I 3 9 31
S14 Culvert I 112 9 941 0 0
S15 Riprap I 22 8 246
S16 Construction Access I 2 12 23
H2 Road Widening S17 Culvert Extension P 48 3 150 2 96
I2 Road Widening S18 Stream Relocation P 351 3 1,143 0.5 175.5
820 NA 3,690 NA 831 668 17 NA 122
(0.075 AC) (0.042 AC)
1 P = perennial; I = intermittent
2 Impact is to an unnamed tributary to Big Branch. All other stream impacts are unnamed tributaries to Walnut Creek.
3 See letter for a breakdown of intermittent and perennial stream impacts
Stream
Type1
Loss of Waters Temporary
Permanent
Not a Loss of Waters
D
E
Road Crossing
Road Crossing
113
TOTAL3
NA
Impact
Area
B
A
Reason for
Impact ID Impact Type
Road Crossing
Road Crossing
Table M1. Jurisdictional Stream Impacts + Mitigation
Temporary
Impact Type Impact (AC) Ratio
Mitigation
Required
(AC) Impact (AC)
A Road Crossing W1 Avoided 0.002 ac 0
W2 Construction Access 0.001
W3 Fill 0.298 2 0.596
W4 Construction Access 0.002
W5 Avoided 0.021 ac 0
W6 Avoided 0.031 ac 0
Road Crossing W7 Fill 0.009 2 0.018
Road Crossing W8 Culvert 0.032 2 0.064
F Lot Fill 0
G Lot Fill 0
W9 Fill 0.076 1 0.076
W10 Fill 0.137 1 0.137
W11 Fill 0.001 1 0.001
W12 Fill 0.104 1 0.104
W13 Excavation 0.004 1 0.004
W14 Excavation 0.004 1 0.004
W15 Excavation 0.003 1 0.003
W16 Grading 0.018
W17 Grading 0.005
W18 Grading 0.008
W19 Grading 0.037
W20 Construction Access 0.079
W21 Construction Access 0.005
TOTAL 0.668 1.007 0.155
1 Impact is to wetland adjacent to an unnamed tributary to Big Branch. All other impacts to wetland adjacent to unnamed tributaries to Walnut Creek.
Permanent
Table M2. Jurisdictional Wetland Impacts + Mitigation
Lot FillC
E
Impact
Area
B Road Crossing
Reason for
Impact ID
I1 Road Widening
H1 Road Widening
Avoided 0.392 ac
Impact
Area Impact ID Impact Type + Use Classification
Permanent or
Temporary Stream Name
Buffer
Mitigation
Required?
Zone 1
Impact
Required
Zone 1
Mitigation1
Zone 2
Impact
Required
Zone 2
Mitigation2
Total Buffer
Impact
Total
Mitgation
Required
A B1 Road Crossing - Allowable w/mitigation P UT to Walnut Creek Y 11,316 33,948 7,133 10,700 18,449 44,648
B B2 Road Crossing - Allowable w/mitigation P UT to Walnut Creek Y 10,845 32,535 6,335 9,503 17,180 42,038
D B3 Road Crossing - Allowable w/mitigation P UT to Walnut Creek Y 3,441 10,323 3,991 3,993 7,432 14,316
E B4 Road Crossing - Allowable P UT to Walnut Creek N 8,405 0 5,638 0 14,043 0
B5 Road Crossing - Allowable P UT to Big Branch N 2,655 0 1,667 0 4,322 0
B6 Road Crossing - Allowable P UT to Big Branch N 46 0 437 0 483 0
B7
Nonperpendicular Road Impact - Allowable
w/mitigation P UT to Big Branch Y 521 1,563 6,533 9,800 7,054 11,363
B8 SW Outlet - Allowable P UT to Big Branch N 528 0 298 0 826 0
B9 SW Outlet - Allowable P UT to Big Branch N 429 0 233 0 662 0
B10 SW Outlet - Allowable P UT to Big Branch N 471 0 318 0 789 0
K B11 SW Outlet - Allowable P UT to Walnut Creek N 491 0 528 0 1019 0
Total 39,148 78,369 33,111 33,994 72,259 112,363
M3. Riparian Buffer Impacts + Mitigation
1 Zone 1 multiplier of 3 applied
2 Zone 2 multiplier of 1.5 applied
H
J
I