20191399 Ver 1_SF-010291_Hyd_Permit_Package 05232019_20191008

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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- 16+25, 35' LT
Bank Stabilization
7
10
-L- 16+25, 35' RT
Bank Stabilization
6
10
-L- 16+55, 40' LT
Bank Stabilization
6
10
-L- 16+15 & 16+35
Bride Replacement
20
TOTALS*:
19
50
0
*Rounded totals are sum of actual impacts
NOTES:
Existing bridge interior bent concrete footings to be retained.
September 2014

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H1 hwa North Carolina Department of Transportation �t
SYtOCII"1Wiltel' Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 176P.12.R.88 TIP No.: SF-010291 Count ies : Alexander Page 1 of 1
General Project Information
WBS Element:
17BP.12.R.88 ITIP Number: SF-010291 Project Type: Bridge Replacement Date: 5/11/2018
NCDOT Contact:
Trish Beam
Contractor / Designer:
RK&K - Jonathan Whittington, PE
Address:
P O Box 47
Shelby, 28151-0047
Address:
900 Ridgefield Drive
Suite 350
Raleigh, NC 27609
Phone:
980-552-4218
Phone:
919-878-9560
Email:
12dbeamAncdot.ggv
Email:
'whittin ton rkk.com
City/Town:
Taylorsville
county(ies):
Alexander
River Basins :
Cat
ICAMA County?
I No
Wetlands within Project Limits?
No
Project Descri tion
Project Length (lin. miles or feet):
412 ft. 0.078 mi.) Surrounding Land Use: JRural
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.3 ac.
0.2 ac.
Typical Cross Section Description:
2-lanes at 10' each with 3'-0' unpaved shoulders
2-lanes at 8' each with 1' unpaved shoulders
Annual Avg Daily Traffic (veh/hrlday):
Design/Future: 800 Year: 2016
Existing: 430 Year: 2014
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
This project replaces existing bridge #010291: 1@32'-1.5", 1@32'-6^, 1@32'-1.5", for an overall length of 96'-9". The bridge consists of reinforced concrete girders. The bridge
is 20' wide out -to -out. The proposed bridge will be a thre spans 1@35', 1@50', 1@35' 21" cored slab for an overall length of 120'. The bridge width is 30' out to out. The
proposed bridge will incorporate sloped abutments with 4' caps. 8" x 4" slot deck drains, left & right, will be required. Runoff from the bridge will be captured and discharged
onto Class B rip rap. There is a slight increase in the impervious area of the project, however there is no significant increase in the discharge from the roadway runoff.
Waterbody Information
Surface Water Body (1): Duck Creek
NCDWR Stream Index No.:
11-62-2- 1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Trout Waters Tr
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
IYes
I Deck Drains Discharge Over Buffer? I N/A
Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
INo
I (If yes, provide justification in the General Project Narrative)
I
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)