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Home My WebLink About20160770 Ver 1_17BP 7 R.64_Hyd_Permit Drawings_20160808�� ,4�y North Carolina Department of Transportation ` SG[�Yiilwat�r . Highway Stormwater Program -��i! STORMWATER MANAGEMENT PLAN -- (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: 176P.7.R.64 County(ies): Rockingham Page 1 of 1 General Project Information WBS Element: TIP Number: 176P.7.R.64 Project Type: Bridge Replacement Date: 3/21/2016 NCDOT Contact: Galen Cail, 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: 919 707-6711 Phone: 919 859-2243 Email: cail ncdot. ov Email: belam sun atedesi n.com Cit ITown: New Bethel Count ies): Rockin ham River Basin s: Roanoke CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.066 Miles Surrounding Land Use: Rural Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 02 ac. 0.2 ac. Typical Cross Section Description: Paved 9' lanes with 3' grassed shoulder section Paved 9' lanes with 7' grassed shoulder section and guardrail Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 275 Year: 2026 Existin : 220 Year: 2006 General Project Narrative: SF-78003 is a bridge replacement project that involves removing Rockingham County bridge #33, on SR 2359 (Hu�nes Mill Rd.) over Huffines Mill Creek, and replacing with a (Description of Minimization of Water bottomless 32'x8' Conspan. The existing bridge is 1@ 19.3', 1@18.5', timber beam with timber caps on concrete bent with vertical concrete abutments. The bottomless three Quality Impacts) sided culvert, as opposed to a four sided culvert, will reduce permanent impacts to the stream and help maintain natural stream conditions through the structure. Additional measures, such as the use of 2:1 fill slopes and rip rap ditches, 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): Huffines Mill Creek NCDWR Stream Index No.: 22-32-2-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: Impairments: None 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) � � See Sheet 9-/1 For Index of Sheets �� ll` �� ROCKI1�lGHAM COU1�lTY LOCATION: BRIDGE 1V0.33 OVER HUFFINES MILL CREEK 01V SR 2359 (HUFFIIVES MILL RD.) TYPE OF WORK GRADI11lG, DRAI11lAGE, PAVING AND STRUCTURE To s /� 23j6 \ , \ � BEGIN ST AT E PROJECT MA07309B, —ELN — ST A. 8 +50.00 WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 —ELN — STA. l2 f00e00 STATF. PROJFCT xFFF,RF.�o.T I� SHEETS PERMIT DRAWING SHEET 1 OF 4 �� \�� INC�2�1�1L1E°JC1E 1P1L.�N� DO NOT USC FOR R/R' ACQUISITION Prepared jor the North Carolina Department IjyDRAULICS EIVGINEER DIVISIOIY OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH W� of Transporta[ion ;n the offt�e of• ./ STATE OF NORTH CAROLINA �� ETHERILL a�� ADT 2006 = 220 ENGINEERING 50 25 0 50 100 �� p�,� ADT 2026 = 275 �� '"� LENGTH ROADWAY PROJECT MA073098 = 0.060 MILES zooa sraNnanD sPEc.Frcarroxs � ( �\ PLANS DHV = 60 % EDWARD G, WETHERILL, PE P'E' �� — LENGTH STRUCTURE PROJECT MA07309B = 0.006 MILES RIGHT OF WAY DATE: srcxaruRE: 50 25 0 50 l00 D= 10 % TOTAL LENGTH STATE PROJECT MA07309B = 0.066 MILES Pxo�Ecz ExcrxsEx �� T = 3 % * ROADWAY DESIGN ��, �a�� PROFILE (HORIZONTAL) V= 25 MPH LETTING DATE: ENGINEER "�� g��,�� O S O �O ZO PROJECT DESIGN ENGINEER * TTST 1%a DUAL 2% NCDOT CONTACT: �.E. P.E. PROFILE (VERTICAL) ROADWAY DES7GN: ENGINEER/NG COORDIhi1T70N SECT70N ENGINF.ER SIGNAT[7RE: S7ATE H/GHWAY DESIGN ENGlNEEK 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) 10+22/ 10+68 -L- Temporary Dewatered Area 0.03 53 1 10+20 / 10+36 -L- LT Bank Stabilization < 0.01 36 10+19 / 10+22 -L- LT Proposed Concrete Footing < 0.01 19 TOTALS*: < 0.01 0.03 55 53 0 *Rounded totals are sum of actual impacts NOTES: Temporary Impacts within the Permanent footprint 2013 10 24