20200187 Ver 1_050001_HYD_PERMITS_COMPLETE_20200911

Highway North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN "
(Version 2.07;Released October 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.R.11.175 TIP No.: SF-050001 County(ies): Avery Page 1 of 9
General Project Information
WBS Element: 17BP.R.11.175 TIP Number: SF-050001 I Project Type: Bridge Replacement Date: 10/23/2019
NCDOT Contact: Kevin Hining-Division Environmental Officer Contractor/Designer: RK&K-Audrey Burnette,PE
Address:801 Statesville Road Address: 900 Ridgefield Drive
North Wilkesboro,28659 Suite 350
Raleigh,NC 27609
Phone: [phone] Phone: [phone]
Email: [e-mail] Email:aburnette rkk.com
City/Town: Linville County(ies): Avery
River Basin(s): Catawba CAMA County? No
Wetlands within Project Limits? No
Project Description — i
Project Length(lin.miles or feet): _ 316 ft.(0.060 mi.) Surrounding Land Use: Rural
Proposed Project Existing Site M
Project Built-Upon Area(ac.) 0.3 ac. 0.2 ac.
Typical Cross Section Description: 2-lanes at 10'each with 4'-9"paved shoulders that taper down to 3'-0'unpaved 2-lanes at 8'each with 1'unpaved shoulders
shoulders for the last 200'of the project.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: Year: Existing: Year:
General Project Narrative: This project replaces existing bridge#01: 2@36',for an overall length of 70'. The bridge consists of timber floor on I-beams with reinforced concrete abutments and pier. The
(Description of Minimization of Water bridge is 18'wide out-to-out. The proposed bridge will be a 2@45'cored slab for an overall length of 90'. The bridge width is 33'out to out. The proposed bridge will
Quality Impacts) incorporate a 4'cap with sloped abutment on the right side and a vertical abutment on the left.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): Linville River NCDWR Stream Index No.: 11-29-(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? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L-10+75 LT Bank Stabilization <0.01 <0.01 52 36
2 -L-10+95-11+30 LT Work Pad Removal of Interior Bent 0.0 40
3 -L-11+05-11+15 RT Work Pad Installation of Interior Beni <0.01 24.7
TOTALS*: I I I I I I <0.01 I 0.0 I 52 I 101 I 0
*Rounded totals are sum of actual impacts
NOTES:
Total amount of clearing is 0.14 acres NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/28/2019
Avery County
17BP.R.11.175
SF-050001
Revised September 2014 SHEET 3 OF 9

TEMPO II' II'&Y WORK PAD DETAIL
NOT TO SCALE
WIDTH OF EXISTING INTERIOR BENT
CLASS A RIP RAP
NWS EL. = 3623.5'
V
CLASS II RIP RAP
GEOTEXTILE FABRIC
CHANNEL BED
SECTION A-A
FACE OF EXISTING
INTERIOR BENT
CLASS A RIP RAP
NATURAL GROUND
TOB EL. = 3627.3'
�• a/21�� 1.0'
l �At• NWS EL.
\‘7 ����'� =3623.5'
7
.S7
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APPROX. EL. = 3622.4'
CLASS II RIP RAP
GEOTEXTILE FABRIC
SECTION B-B
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WY O1'I( PAD 1FOI' INSTALLING P I'OPOSED I:RIDGE/ Q`
N`U D O T
DIVISION OF HIGHWAYS
AVERY COUNTY
PROJECT:17IiP.H.RJ75 (050001)
h h IDGE NO.01 OV]E I',
LINVILLE I"I\VEI'
ON SI' 13410 (RUFFIN ST1'HET)
SHEET 41 OF 8 10%30%2019

TEMPO II II'0 Y WORK PAD DETAIL
NOT TO SCALE
WIDTH OF EXISTING INTERIOR BENT
CLASS A RIP RAP
NWS EL. = 3623.5'
V
CLASS II RIP RAP
GEOTEXTILE FABRIC
CHANNEL BED
SECTION C-C
FACE OF EXISTING
INTERIOR BENT
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(LOCATION
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SECTION D-D
WORK PAD 1FO11 REMOVAL *IF ]EXISTING IRIDGIE
XCDOT
DIVISION OF HIGHWAYS
AVERY COUNTY
PROJECT:17[P.H.R.175 (05000D
hhIDGE NO.0I OVEI',
1LINVILLE I"I\VEI'
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D RAI NAG E DETAILS
DETAIL A DETAIL B DETAIL C
LATERAL BASE DITCH LATERAL BASE DITCH STANDARD BASE DITCH
(Not to Scale) (Not to Scale)
b (Not to Scale)
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Fill
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Max.d= 1.5 Ft. b= 5 Ft. B=2.0 Ft.
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DETAIL D
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(Not to Scale)
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Type of Liner= 40 TONS,CL B Rip-Rap
Geotextile= 85 sy
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