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Home My WebLink About20191579 Ver 1_Edge 54 Permit drawings_20191118f lif7V1'F?V North Carolina Department of Transportation ..... Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 17BPA.R.101 TIP No.: SF-320054 County(ies): Ed ecombe Page 1 of 1 General Project Information WBS Element: 17BPA.R.101 ITIP Number: SF-320054 Project Type: Bridge Replacement Date: 1/14/2019 NCDOT Contact: Chad Coggins Contractor / Designer: Wetherill Engineering, Inc. / Harminder Singh, PE Address: Highway Divison 4 509 Ward Blvd, PO BOX 3165 Wilson, NC 27895 Address: 1223 Jones Franklin Rd. Raleigh, NC 27606 Phone: 252-237-6164 Phone: 919-851-8077 Email: ccogginsL@ncdot.gov Email: Idavis(cbwetherilleng.com City/Town: N/A County(ies): Edgecombe River Basin(s): Tar -Pamlico CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.13 mi Surrounding Land Use: Ivaries from Rural (Wooded and Agri.) to Residential to Urban Proposed Project Existing Site Project Built -Upon Area (ac.) 0.6 ac. 0.5 ac. Typical Cross Section Description: (2) 11' lanes with shoulders 4.25 to 5.5 FDPS with 3.0' grassed (2) 10' lanes with grassed shoulders Annual Avg Daily Traffic (veh/hr/day): Design/Future: 630 Year: 2018 Existing: Year: General Project Narrative: (Description of Minimization of Water Quality Impacts) Replace bridge no. 54 over Tar River on SR 1243 Leggett Road. Use 1@75', 1@80', 1@75' 33" Box Beam. No deck drains are required. At line back and line ahead of begin/end bridge, an outlet with class B rip -rap will discharge on the upstream and downstream side outside of the buffer zone BZ 2. This project does not contain weltands. Bank stabilization is provided along the existing stream banks. Waterbody Information Surface Water Body (1): Tar River NCDWR Stream Index No.: 28-(69) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar -Pamlico Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? INo I (If yes, provide justification in the General Project Narrative) I (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) F H U O U See Sheet I -A For Index of Sheets See Sheet I-8 For Conventional Symbols See Sheet 1C- I TO IC-2 For Survey Control Sheets STATE O 1 OR " I ' I'1 C ROL 1 A DIVISION OF I-IIGI-I\1V"A1"S EDGECOMBE COUNTY LOCATION: BRIDGE NO.54 OVER TAR RIVER ON SR 1243 (LEGGETT RD.) TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN NCDOT PROJECT 17BP.4.R.101 -L- POC STA. 12 + 05.00 T�S -12,13 RD ( EGGE1,7, RD CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) 6 3 0 6 12 PROFILE (VERTICAL) DESIGN DATA ADT 2018 = 630 T — 7 % * V = 55 MPH (TTST = 3.5%Q + DUAL = 3.5%Q) FUNC CLASS = MAJOR COLLECTOR SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 17BP.4.R.101 = LENGTH STRUCTURE PROJECT 17BP.4.R.101 = TOTAL LENGTH PROJECT 17BP.4.R.101 = ly I b NI ,IDGE ono + SS.00 z bb �o \ �n END \� BRIDGE -L- \ \ STA. 17 + 85.00 END NCDOT \\ ;P.4.R.101 \\ -L- POT STA. 19+10.04 DIVISION OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 0.090 MILES 2,, STANDARD SPEC/F/CAT/ONS RIGHT OF WAY DATE: 0.044 MILES EDWARD G, WETHERILL, PE 0.134 MILES OCTOBER 2018 PROJECT ENGINEER LETTING DATE: GREG S. PURVIS, PE NCDOT CONTACT. RACEVANS, PE FEBRUARY 2019 PROJECT DESIGN ENGINEER DIVISION ON 4 4 PROJECT ENGINEER 9TATR PRaIRCr RRFeRRNCe N 176P.4.R.101 8TAT6 PROl.NO. A.APAOS.NQ 17BPA.R.101 DH80R@SION LITIL.. PW 1223 Jones Franklin Rd. Raleigh, N.C. 27606 / ETHERILL License No.F-0377 ENGINEERING sus: 919 851 8077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION BRIDGE #320054 PRELIM. RDWY PLAINS PERMIT DRAWING SHEET 1 OF 4 INCOMPLETE PLANS W NOT USE FOR R®W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. ■■■■■■■esll� �3��i■■■■■ ■■■■■ W W �ccr� a■■■■■■r�■■_ ■■■■■■■■■■ a•errr, r�r-a■■■ ■■■■1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■df■■■■ 111 Ci�i!�1ii1■■■■■■■■►1■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■I■■i■�� li GIB\o-�■■■■■■■■ --------------------- 1113.�:•".1■■■■■■■fill■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■I■■■■�Il li■■■■■■■■■■■■ 111 n"'i"i'si'4G7■■■■I■■► ■■ ■■■■■I■■■■■■■■■■■■■■■■■■■MINI 1111■■■■■■■■■■■■ ■ll■■A■II■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■F.N.VA■■\NOIMEN ■■■■■■■■■■ ■ ISI�■I■■Li��■■I■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■ra■■■■Ii7111■■■■■■■■■■■■ ■■■■■■■esll� �3��i■■■■■ ■■■■■ W W �ccr� a■■■■■■r�■■_ ■■■■■■■■■■ a•errr, r�r-a■■■ ■■■■1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■■■■■■■df■■■■ 111 Ci�i!�1ii1■■■■■■■■►1■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■I■■i■�� li GIB\o-�■■■■■■■■ --------------------- 1113.�:•".1■■■■■■■fill■■ ■■■■■■■■■■■■■■■■ ■■■■■■■■■I■■■■�Il li■■■■■■■■■■■■ 111 n"'i"i'si'4G7■■■■I■■► ■■ ■■■■■I■■■■■■■■■■■■■■■■■■■MINI 1111■■■■■■■■■■■■ ■ll■■A■II■■I■■■■■■■■■■■■■■■■■■■■■■■■■■■F.N.VA■■\NOIMEN ■■■■■■■■■■ ■ ISI�■I■■Li��■■I■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■ra■■■■Ii7111■■■■■■■■■■■■ WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFA Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Surface Water Impacts (Pond) (ac) -L- 16+33 to 17+33 230' BRIDGE 71 50 TOTALS*: 0.02 0.03 71 0 0 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 1/14/2019 EDGECOMBE CO. BRIDGE 320054 17BP.4.R.101 ReA 2013 10 24 SHEET 4 OF 4