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Home My WebLink About20170501 Ver 1_230262_PermitDrawings_20170410_20170425k 11�;11��'<14' North Carolina Department of Transportation �� SL[�rtl]�YdtPf Highway Stormwater Program ��` STORMWATER MANAGEMENT PLAN ��--• (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 17BP.6.R.72 TIP No.: SF-230262 County(ies): Columbus Page 1 of 1 General Project Information WBS Element: 17BP.6.R.72 TIP Number: SF-230262 Project Type: Bridge Replacement Date: 1/10/2017 NCDOT Contact: James J. Rerko Contractor I Designer: Wetherill Engineerin Address: Division Environmental Office Address: 1223 Jones Franklin Road 500 Transportation Drive, 28301 Raleigh, NC 27606 Fa etteville, NC Phone: 910-437-0207 P hone: 919-851-8077 Email: "rerko ncdot. ov Email: mharve wetherillen .com Cit ITown: B rdville Count ies): Columbus River Basin s: Ca e Fear CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : .072 miles Surrounding Land Use: Rural Residential / Agriculture Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: Two 11 foot Travel Lanes with 2 foot of paved shoulder and 2 foot of grassed shoulders Two 9 foot Travel Lanes with 8 foot grassed shoulders on each side on each side. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: N/A - Subre ional Tier Year: N/A Existin : 660 Year: 2016 General Project Narrative: The purpose of the project is to replace Bridge No. 262 on SR 1836 over Dan's Creek in Columbus County. The existing bridge is 56.0 feet long. The replacement structure will (Description of Minimization of Water be a 1@ 70' long bridge, providing a 30.83' clear deck width. The roadway grade of the new structure will be approximately the same as the existing structure. There will be no Quality Impacts) direct discharge into the stream (deck drains on the bridge). The existing bridge had two bents in the stream, while the proposed bridge has none. All existing stormwater drainage patterns were maintained on the project to the fullest extent. The storm drainage system picking up the bridge deck drainage will be outleted onto a dissipator pad, in a proposed ditch on the northwest quadrant of the bridge. The existing ditches on the southwest, and southeast quadrants were tied into prposed ditches due to widening of the proposed roadway footprint filling in the existing ditches. Both of these ditches were ditched to the stream, just as the existing ditches were. The northwest ditch was widened and tied into the existing ditch and the northeast ditch was retained. Waterbody Information Surface Water Body (1): Dan's Creek NCDWR Stream Index No.: 18-64-7 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Other Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) v 3 0 � � 0 0 a � s a •� � V � � O V See Sheet 9A For Index of Sheets See Sheet 98 For Conventlonol Symbols See Sheet 9C For Survey Control Sheet �� COL UMB US CO U1�lTY LOCATI0111: BRIDGE 1V0. 230262 OVER DANS CREEK 011I SR 1836 (BYRDVILLE FREEMAN RD.) TYPE OF WORK GRADI11tG, DRAINAGE, PAVIIVG £� STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT STAT6 bTATE PROJECT R6PCRCNCE NO. 1�� 17BP.6.R.72 � 9TAT¢ VROl.N0. .A.PROI.NO. DR9CRIPlYON 77BP.6.R.72 WA PE BRIDGE #230262 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES DESIGN DATA 30 15 0 30 60 ADT 2016 = 660 T = 6 % * PLANS V = 55 MPH 30 15 0 30 60 *-�-�ST = 3% DUAL = 3% PROFILE (HORIZONTAL) FUNC. CLASS = MINOR COLLECTOR, RURAL 6 3 0 6 12 (SUBREGIONAL) PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 17BP.6.R.72 = 0.063 MILES LENGTH STRUCTURE PROJECT 17BP.6.R.72 = 0.013 MILES TOTAL LENGTH TIP PROJECT 176P.6.R.72 = 0.076 MILES . " `" .,. .,.` " ", .,"'"„" ,", HI'DRAULICS ENGINEER ETHERILL DIVISION OF HIGHWAYS ENGINEERING DIVISlON 6 1223 Jones Franklin Rd. Raleigh, N.C. U606 558 G:1[espie S�.eea LiCenSe No. F-0377 Fayettevi!/e NC, 28301 Bus: 919.851.8077 Fax: 919.851.8107 2012 ST9NDARD SPECIFICATIONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE srcxarune: P� PROJECT ENG7NEER LETTING DATE: NCDOT CONTACT.• GREG S. PURVIS, PE PROfECT DESIGN ENG7NEER BRICE BELL, PE DIVISPoN 6 BR7DGE PROGRAM MANAGER ROADWAY DESIGN ENGINEER P.E. PERMIT DRAWING SHEET 1 OF 4 - 2��1 ' a�NP Np,o INC�MI�Il,ET� ]�L.�NS DO NOT U6S FOR R/W ACQV[SIT[ON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED iiiiiiiiiiiiiiiiiiiiiii ■■■■�■■■■■■■u■■■■■■n■ �■■■■■■■■■■u■■■■■■n■ ��■■i■■■■■■ ■■■■■■■■i�� .....�■■■�■■ ■■■■■■■■i�i� �_�� ■.�.,�.�� :� ■■�■i �■��■�■■�■��■■i �i■ �� .� �^�: �'c��C� �I II� �� i�i �� A� � , �� '�� n�f �� t r �: �� iiiiiiiiiiiiiiiiiiiiiii ■■■■�■■■■■■■u■■■■■■n■ �■■■■■■■■■■u■■■■■■n■ ��■■i■■■■■■ ■■■■■■■■i�� .....�■■■�■■ ■■■■■■■■i�i� �_�� ■.�.,�.�� :� ■■�■i �■��■�■■�■��■■i �i■ �� .� �^�: �'c��C� �I II� �� i�i �� A� � , �� '�� n�f �� t r �: �� WETLAND AND SURACE WATER IMPACTS SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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) TOTALS*: 0 0 0 *Rounded totals are sum of actual impacts NOTES: No Impacts �