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Home My WebLink About20191301 Ver 1_BR-0014_permit_combined_20190930Highway North Carolina Department of Transportation StUT1x11Ncat('!" Highway Stormwater Program STORMWATER MANAGEMENT PLAN ,y"'° •^�"°� (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 67014.1.1 TIP No.: SF-250025 County(ies): Cumberland Page 1 of 1 General Project Information WBS Element: 67014.1.1 ITIP Number: SF-250025 Project Type: Bridge Replacement Date: 2/26/2019 NCDOT Contact: James J. Rerko Contractor / Designer: Wetherill Engineering, Inc. / Harminder Singh, PE Address: Highway Divison 6 500 Transportation Dr. (PO Box 1150, 28302) Fayetteville, NC 28301 Address: 1223 Jones Franklin Rd. Raleigh, NC 27606 Phone: (910)437-0207 Phone: 919-851-8077 Email: JJRERKO(a)ncdot.gov Email: hsinghCcD_wetherill@D-g.com City/Town: N/A County(ies): Cumberland River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.27 Surrounding Land Use: JRural, Wooded, Agricultural, Light Residential Proposed Project Existing Site Project Built -Upon Area (ac.) 1.1 ac. 0.9 ac. Typical Cross Section Description: (2) 12' lanes with grassed shoulders and up to 4.5' shoulders with guardrail. (2) 11' lanes with grassed shoulders Annual Avg Daily Traffic (veh/hr/day): Design/Future: 2200 Year: 2040 Existing: 1500 Year: 2019 General Project Narrative: (Description of Minimization of Water Quality Impacts) Replace bridge no. 25 over Beaver Dam Creek on NC 242. Use 2@55' 36" PSG. No deck drains are required. At line back of begin bridge, an outlet with class B rip -rap will discharge on the upstream/downstream side. The existing 18" HDPE located at Station 25+30 -LREV- right will be replaced with an 18" RCP -III. The proposed ditch outfalls will discharge with class B rip -rap at outlet. Waterbody Information Surface Water Body (1): Beaver Dam Creek NCDWR Stream Index No.: 18-68-12-10 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Threatened/Endangered 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 Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? INo (If yes, provide justification in the General Project Narrative) (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) W 0 4_ See Sheet 9-A For Index of Sheets See Sheet 9-B For Conventloncl Symbols See Sheet IC- l TO IC-2 For Survey Control Sheets 2034 2034 1,2035 2035 A3 �y 203E 2036 id 2036 C 20378/'od 2040 z054 210 eter R ( �D`.aam 24'I 2055 mF 2038 Fh Lughorr,e � RO ECT s Rq SITE �yo 2038 C6, .1� Sot 210 CO G 2038 co za CUMBERLAND COUNTY . _ . _ • _ . 20385 BLADEN COUNTY IL OFF -SITE DETOUR----�—Ft STATE OF NORTH CAROI INA DIVISION OF HIGHWAYS CUMBERLAND COUNTY LOCATION: BRIDGE NO.250025 OVER BEAVER DAM CREEK ON NC 242 TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT STATE PROTECT REFeRHNCe N0. �N0. BR-0014 8TAT8 PROI. NO. A.APAOS.No, DH80R@TION 67014.1.1 1 PE 1223 Jones Franklin Rd. Raleigh, N.C. 27606 / ETHERILL License No.F-0377 ENGINEERING sus: 919 8518077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GISIGPS - CONSTRUCTION OBSERVATION BRIDGE #250025 PRELIM. RDWY. PLAINS PERMIT DRAWING SHEET 1 OF 7 BEGIN DOT \ T PROJECT BR-0014 BR-0 5 -LREV- PC STA. 14+42.12 _ -LREV- SR NC HWY. 242 ��TER 8Rl NC HWY. 210 I \ 7IEIND BEGIN BRIDGE c�j END BRIDGE -LREV- STA. 20+82.00 -LREV- STA. 21+92.00 NCDOT qPROJECT BR-0014 I GC -LREV- PCC Sta. 28+82.15 W �P CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2019 = 1,500 ADT 2040 = 2,200 K = 12 % D = 55 % T = 12 % V = 60 MPH (TTST = 8%O + DUAL =4%Q) FUNC CLASS = MAJOR COLLECTOR REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT BR-0014 = LENGTH STRUCTURE PROJECT BR-0014 = TOTAL LENGTH PROJECT BR-0014 = NCDOT CONTACT. • DAVID STUTTS, PE PROJECT ENGINEER - PEEPROGRAM MGT. DIVISION OF HIGHWAYS STRUCTURES MANAGMENT UNIT 1000 BIRCH RIDGE DRIVE RALEIGH NC, 27610 0.252 MILES 2018 STANDARD SPECIFICATIONS 0.021 MILES EDWARD G, WETHERILL, PE RIGHT OF WAY DATE: DUNE 19, 2019 0.273 MILES PROJECT ENGINEER GREG S. PURVIS, PE LETTING DATE: PROJECT DESIGN ENGINEER J U N E 23, 2020 ]PRELIMIINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE ]PLANS DO NOT USE FOR R®W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. r.a�----------,- rrrriiiiiiinJ.na7cPz 00000 o�rm�i.ur rrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrr NAB 4 \II il. \r R0 Irr1. 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PROJECT REFERENCE NO. SHEET NO. Vj 'V�ETHERI LL Releig h, N.C. 27606 pp ENGINEERING Bustin 919 851 8077 No. FO�M S RN✓ SHEET NO. F DENOTES FILL IN WETLAND o y� d� C _ Fax: 919 851 8107 TRANSPINITATOV PLANRUG/aESGV - BNDGE/STRLCTURE CESGN ROAEN IN ERSIGN ENGINEERS cff&1S rE GESGN - GIS/GPS - wvsrftam omfivolm DENOTES HAND GRAPHIC SCALE +'° PERMIT DRAWING CLEARING DENOTES IMPACTS IN SHEET 4 OF 7 SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SW AMP AREA EXCAVATION \ WOOD � ; �- N WETLANDS ` F F F `' \ V--- A F 7.4 Fo A IMPACTS IN _ / SURFACE WATER FILL IN WETLANDS r • EXCAVATION IN WETLANDS m WETLAND PERMIT IMPACT SUMMARY 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) 1 STA. 20+82 TO 21+92 Bridge < 0.01 0.02 50 62 1 STA. 15+50 TO 23+90 Roadway 0.21 < 0.01 0.34 TOTALS": 0.21 < 0.01 0.34 < 0.01 0.02 50 62 0 *Rounded totals are sum of actual impacts NOTES: Excavation in Wetlands: 386 sq. ft Surface Water Impacts: 126 sq.ft NC DEPARTMENT OF TRANSPORTATION There will be 0.05 ac of temporary fill in hand clearing areas due to erosion control devices. DIVISION OF HIGHWAYS 5/6/2019 67014.1.1 SMU BR-0014 Revised 2013 10 24 SHEET 7 OF 7