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Home My WebLink About20180923 Ver 1_Permit Drawings_20180703� � � •� � V � � 0 V � SEE SHEET l A FOR INDEX OF SHEETS SEE SHEET 1-B FOR CONVENTIONAL SYMBOLS 5�I ' �� ,��'° T�� I � "�"� ��°��1��1�,� I ? ��1� i o �� I�� i�� 1�ORTHAMPT01� COUI�TY LOCATIOIV: BRIDGE 1V0. 49 OVER BRANCH OF CORWELLS MILLPOND 01V SR 1300 (BIG JOHN'S STORE RD.) TYPE OF WORK GRADI11tG, DRAI11lAGE, PAVIIVG A11tD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERM11� THIS PROIECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES DESIGN DATA 50 25 0 50 l00 ADT 2017 = 510 ADT 2037 = 535 PLANS K = 10 % D = 60 % �0 50 �oo T = 6 % * V = 45 MPH PROFILE (HORIZONTAL) * TTST =2% DUAL 4% l0 5 0 l0 Zp FUNC CLASS = LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 17BP.1.R.81 = 0.091 MILES LENGTH STRUCTURE TIP PROJECT 17BP.1.R.81 = 0.013 MILES TOTAL LENGTH TIP PROIECT 17BP.1.R.81 = 0.104 MILES I�a�� of Transyort¢tian in the Office of.• ''Y ETHERILL ENGINEERING - � - ''a"' �� 20l2 STANDARD SPECfF7CATlONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE PROJF,CT ENG7N&ER LETTING DATE: NCDOT CONTACT: BOB A. MAY, PE PROJECT DESfGN F.NGINEER JOHN S. ABEL, JR. DN7SION 1 BR7DGF. PROGftAM MANAGF.R STAT6 STxTE PRO.I�CT REPERENCC NO. �� 17BP.1.R.80 3PnTC PROJ.NO. . . . . 776P.1.R.80 s Neo r � SHCF.TS � ESCRIPTION PE PERMIT DRAWING SHEET 1 OF 5 NOTE: NO DECK DRAINS OVER OPEN WATER P� � ,I -,'• C i:l � / // // HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. P.E. �N�C��1[1P1L]E°Il'1E ]�1L:�N� DO NOT �*SE POR R6R' ACOUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED WETLAND PERMIT IMPACT 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) 1 17+00 to 18+50 1@35' 1@25' 18" Cored Slab 0.01 10 TOTALS': 0.01 10 *Rounded totals are sum of actual impacts NOTES: Fill in Wetlands = 604 sq ft. Stream impacts from bank stabilization = 10 ft. � F �i�h�v�l�� North Carolina Department of Transportation S tOl"Y114V ti t�`S' , ..., . Highway Stormwater Program � � i STORMWATER MANAGEMENT PLAN — (Version 2.01; Released Uecember 2014) FOR NCDOT PROJECTS WBS Element: 17BP.1.R.80 TIP No.: SF-650049 Count ies): Northampton Pa e 1 of 1 General Project Information WBS Element: 17BP.1.R.80 TIP Number: SF-650049 Project Type: Bridge Replacement Date: 4/5/2018 NCDOT Contact: Clay Willis (DEO) Contractor I Designer: Wetherill Engineering, Inc. / Harminder Singh, PE Address: Highway Division 1 Address: 1223 Jones Franklin Rd. 113 Airport Dr. Suite 100 Edenton, NC 27932 Raleigh, NC 27606 Phone:(252)482-1876 Phone:919-851-8077 Email: tcwillis(�ncdot.qov Email: hsinqh(a�wetherillenq.com CitylTown: Garysburg, NC County(ies�: Northampton River Basin(s): Chowan CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (fin. miles or feet): 0.10 Surrounding Land Use: Rural, Wooded, Agricultural Proposed Project Existing Site Project Built-Upon Area (ac.) 0.3 ac. 0.3 ac. Typical Cross Section Description: (2) 10' lanes with grassed shoulders and up to 5' shoulders with guardrail. 5' shoulders (2) 10' lanes with grassed shoulders are variable width paved. Annual Avg Daily Traffic (vehlhr/day): Design/Future: 535 Year: 2037 Existing: 510 Year: 2017 General Project Narrative: Replace bridge no. 49 over Corwells Millpond on SR 1300 Big John's Store Road. Use 1@35' 1@25' 18" Cored Slab. At begin bridge, a TB 2GI will outlet on the upstream side (Description of Minimization of Water of the bridge with 15" RCP with Class B rip rap used to stabilize the outlet. No deck drains will discharge directly into channel. Quality Impacts) Waterbody Information Surface Water Body (1): Corwells Millpond NCDWR Stream Index No.: 25-4-2-3-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C None Supplemental Classification: Nutrient Sensitive Waters (NSW) None Other Stream Classification: None Impairments: None ThreatenedlEndangered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No 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)