HomeMy WebLinkAbout20161154 Ver 1_Surry #203, Permit Drawings_20161122����� ���,4�y North Carolina Department of Transportation
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STORMWATER MANAGEMENT PLAN
(Version 2.04; Released November 2015) FOR NCDOT PROJECTS
WBS Element: 17.BP.11.R.115 TIP No.: SF-850203 County(ies): Surry Page 1 of 1
General Project Information
WBS Element: 17.BP.11.R.115 TIP Number: SF-850203 Project Type: Bridge Replacement Date: 12/9/2015
NCDOT Contact: Marc Shown, PE Contractor I Designer: Sungate Design Group
Address: Hydraulics Unit Address: g15 Jones Franklin Road
1590 Mail Service Center Raleigh, NC 27606
Ralei h, NC 27699-1590
Phone: 919 707-6751 Phone: 919 859-2243
Email: mshown ncdot. ov Email: belam sun atedesi n.com
Cit ITown: Low Ga Count ies): Sur
River Basin s: Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th iin. miles or feet : 0.076 Miles Surroundin Land Use: Rural, Agricultural
Proposed Pro'ect Existin Site
Pro'ect Buiit-Upon Area ac. 02 ac. 02 ac.
Typical Cross Section Description: Paved 10' lanes with 3' grassed shoulder section Paved 9' lanes with 4' grassed shoulder section
Annual Avg Daily Traffic (veh/hr/day): Design/Future: N/A Year: N/A Existin : 590 Year: 2011
General Project Narrative: SF-850203 is a bridge replacement project that involves removing Surry County bridge #203, on SR 1338 (Hidden Valley Rd.) over the Fisher River, and replacing with a
(Description of Minimization of Water 1@43.875, 1@53.875', 21" cored slab bridge with 4' end bent caps. The existing bridge is 1@ 30', 1@50', steel I-beam with timber caps on timber piles with vertical timber
Quality Impacts) abutments. Deck drains on the proposed structure will not be discharged over open water, reducing stream pullution associated with roadway runoff. Additional measures, such
as the use of 2:1 fill slopes and rip rap energy dissipators, have been taken to reduce or eliminate impacts to surrounding properties and jurisdictional waters located within the
project limts.
Waterbody Information
Surface Water Body (1): Fisher River NCDWR Stream Index No.: 12-63-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II)
Supplemental Classification: Trout Waters (Tr) (HQW)
Other Stream Classification:
Impairments:
Aquatic T&E Species? 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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BEGIN PROJECT 17BP.I1.R.115
-L- STA.11 + 35.00
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(NC 89� PINE ST.
THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
THE LIMITS ESTABLISHED BY METHOD III.
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SURRY COUI�TY
LOCATI0IV: BRIDGE #850203 OVER FISHER RIVER
ON SR 1338 (HIDDEIV VALLEY ROAD)
TYPE OF WORK GRADING, PAVING, DRAINAGE, f�' STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN BRIDGE
—L— STA. 12+85.00
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SR 7338 (HIDDEN V LLEY RC
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\ � –L– STA. 13+85.00
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DESIGN EXCEPTIOIV REQUIRED FOR SAG VERTICAL CURVE K
sT�� � sTwT� Paa�� a�FeREH�� �o i No r sx�e� �
END PROJECT 17BP.II.R.I15
-L- STA.15 + 36.00
�— — —
- - - - — — Tp BLE VINS STORE RD• �
(SR 1338)
�� SMITH-ROWE, LLC
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900 Wes: Trude Sl. Ste- �t5
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NC License Number F-0991
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH I'LANS PREPARED Fox THE NCDOT BY: �G NEER CS
STU/RALPH WHITEHEAD ASSOCIATES, INC.
900 West Trade St., Ste. 715, Charlotte NC, 28202
20 10 0 20 40 ADT 2014 = 590 NC License Number F-0991 �� pa�qp�
LENGTH OF ROADWAY AROJECT 17BP.II.R.115 = 0.057 MILES � �
V= 45 MPH 2O72 STANDARD SPECIFICATIONS h�h �g��
PLAN$ T = bo�o* LENGTH OF STRUCTURE PROJECT 17BP11.R.115 = 0.019 MILES PE � �
20 10 0 20 40 TOTAL LENGTH OF PROJECT 17BP.II.R.115 = 0.076 MILES sicivn"rur�: � �
RIGHT OF WAY DATE: BRIAN K. LUSK, PE ROADWAY
PROJECT ENGINEER �G ��
APRIL 15, 2014_ DESIGl� ,�s�� 8�������
PROFILE (HORIZONTAL)
ENGINEER ��
4 2 0 4 8 * TTST-3% DUAL-3% NCDOT CONTACT: VIRGINIA MABRY LETTING DATE: PATRICK A. LIVINGSTON, EI
FUNC. CLASSIFICATION: APRIL 15, 2014 rxo�scr nEsrcxEa
LOCAL RURAL Priority Projeds Unit
PROFILE (VERTICAL) r.F.
57GNATURE:
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 Fillln Fillln 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)
13+32 / 13+85 -L- Bank Stabilization 0.01 53
TOTALS*: 0.01 53 0 0
*Rounded totals are sum of actual impacts
NOTES:
2013 10 24