HomeMy WebLinkAbout20211491 Ver 1_Pasquotank_25_PermitDrawings_2021-09-27_20211012 Hi North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 1713PA.R.99 TIP No.: County(ies): Pasquotank Page 1 of 1
General Project Information
WBS Element: 17BP.1.R.99 ITIP Number: Project Type: Bride Replacement Date: 9/27/2021
NCDOT Contact: Galen Call Contractor/Desi ner: NV5 Engineers+Consultants/David Bocker,PE
Address: 1020 Birch Ridge Drive Address:7500 East Independence Blvd.
Raleigh,NC 27610-150 Suite 100
Charlotte,NC 28227
Phone:919-707-6711 Phone:704-566-4342
Email:gcgiLI@Lncdot.gov Email:david.bocker(@nv5.gom
City/Town: Elizabeth City Count ies: Pasquotank
River Basins: Pas uotank CAMA County? Yes
Wetlands within Project Limits? Yes
Project Description
Project Length(lin.miles or feet): 0.14 Surrounding Land Use: lVaries-Primarily Farmland and Woodlands with adjacent Residential Areas
Proposed Project Existing Site
Project Built-Upon Area ac. 0.4 ac. 0.4 ac.
Typical Cross Section Description: Bridge Replacement-33'Bridge Width(Out to Out) Existing Roadway-25'Bridge Width(Out to Out)
Roadway Approaches-2 @ 11.5'Lanes
Annual Avg Daily Traffic(veh/hr/day): Design/Future: Year: Existing: 2000 Year: 2016
General Project Narrative: The project consists of the bridge replacement(existing crossing consists of 1 @ 23,1 @ 20')of Bridge#690025 over a canal in Pasquotank County. Existing ditches are being
(Description of Minimization of Water maintained as much as possible. The proposed stormwater runoff from the proposed bridge has been conveyed to a storm drainage system that outletsjust beyond the toe of
Quality Impacts) the slope. It should also be noted that there are no deck drains and thus no direct discharge into the creek.
Waterbody Information
Surface Water Body(1): Canal NCDWR Stream Index No.: N/A
NCDWR Surface Water Classification for Water Body Primary Classification: None
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? iYes Deck Drains Discharge Over Buffer? INo Dissi ator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body? INo I (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)
STATE ST-I.PR°Ie T REFERE.I.N R��T T°TA
See Sheet IA For Index of Sheets STATE OF NORTH C A R O L I N A °° SHEETS
N.C. 17BP.1.R.99 I
m ® DIVISION OF HIGHWAYS
FAPRO.NO R
PROJECT LOCATION cnN�
(BRIDGE 25)
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FOREMAN SHEET RD LOCATION: BRIDGE NO. 25 OVER CANAL PERMIT DRAWIN
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—EL— STA. 17+14.00 N END PROJECT
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c° THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. INCOMPLETE PLANS
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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE DOCUMENT NOT CONSIDERED FINAL
p UNLESS ALL SIGNATURES COMPLETED
o LIMITS ESTABLISHED BY METHOD II.
c I _ Prepared for. Prepared by: HYDRAULICS ENGINEER
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH HIGHWAY
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CARY,NC 2T518
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SUBREGIONAL TIER LENGTH ROADWAY STATE PROJECT = 0.125 MILES p „�m����a�m�n P.E.
= . SIGNATURE:
w LENGTH STRUCTURES STATE PROJECT 0010 MILES� 50 25 0 50 l00 RIGHT OF WAY DATE: L 0 KEVIN AUSTIN, PE
PROJECT MANAGER
TOTAL LENGTH STATE PROJECT = 0.135 MILES ROADWAY DESIGN
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STREAM NOTEo
CHANNEL IS 20'-40' WIDE W/ 3'-4' HIGH
BANKS ABOVE NWS; STABLE BANKS.
BED MATERIAL IS SANDY CLAY,
FLOODPLAIN IS RESIDENTIAL AND
CROP FIELDS.
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WETLAND AND SURACE WATER IMPACTS 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 -EL- 17+25/17+80 1 Span @ 55', 21" Cored Slab < 0.01 0.01 39 55
TOTALS*: < 0.01 0.01 39 55 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
9/27/21
PASQUOTANK COUNTY
17BP.1.R.99
Revised 2018 Feb SHEET 5 OF 5