20211818 Ver 3_More Information Received_20220824 (3)

4g. Total permanent open water impacts:
0.03
4g. Total open water impacts:
0.06
4h. Comments:
P1 Perm. (PA) = 0.0005/ P2 Temp. (PA) = 0.0015; P2 Perm. (PA) = 0.002/ P2 Temp. (PA) = 0.004; P3 Perm. (PA) = 0.002/ P3 Temp (PA) = 0.004 acres
The impact area above would not let me enter all digits necessary; so I rounded each to 0.01 so it would calculate something in 4g.
Total Temporary open water impacts: 0.0075 ac
Total Permanent open water impacts: 0.0105 ac
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts below.
6a. Project is in which protect basin(s)?*
Check all that apply.
Neuse
Catawba
Goose Creek
Other
Tar -Pamlico
Randleman
Jordan Lake
6b. Impact Type* (')
6c. Per or Temp* CO
6d. Stream name*
6e. Buffer mitigation required?*
6f. Zone 1 impact*
6g. Zone 2 impact*
1
P
SC/SB/PA
No
329
(square feet)
84
(square feet)
1
T
SC/SB/PA
No
433
(square feet)
105
(square feet)
2
P
PA
No
211
(square feet)
87
(square feet)
2
T
PA
No
273
(square feet)
108
(square feet)
3
P
PA
No
187
(square feet)
80
(square feet)
3
T
PA
No
242
(square feet)
101
(square feet)
4
P
SA/SE/PA
No
505
(square feet)
84
(square feet)
4
T
SA/SE/PA
No
658
(square feet)
105
(square feet)
6h. Total buffer impacts:
Total Temporary impacts:
...................
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
Zone 1
1,606.00
Zone 1
1,232.00
Zone 1
2,838.00
All impacts were rounded to the nearest whole number.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
Zone 2
419.00
Zone 2
335.00
Zone 2
754.00
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: *
Structures have been designed to minimize impacts through use of appropriately sized footers. Footings have been placed at 14 ft on center to reduce
the number required for the boardwalk. The foot bridge, that also will handle light vehicular traffic, has been designed to span stream flow to avoid
impacts at the spillway.