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Home My WebLink About20171057 Ver 1_Impact Information_20170821See Sheet 9A For Index of Sheets � �6F-630086 Rdv ts-h Buffer.d�rz� 8/9/2017 9:52:�9 AM fGS 5�'y`--�'1T' I� ;�II�° �'.� I ,, °T� -1�II ��.`�� I ' ��1�,I�s`� ��t��.�;� ��° �.��t��v��-:�� 1�lASH CO U1�lTY LOCATION: BRIDGE #630086 ON SR 1002 (SEVEIV PATHS RD) OVER TURKEY CREEK TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVING A1VD STRUCTURE BEGI N BRI DGE -L- STA. 16 + 83.38 BEGIN PROJECT 41665.5C -L- STA. 15 + 30.00 0 + � � rO��3�8 = _ - _-- NON—JURISDICTIONAL DITCH SR 1002 W ' W U' W � Y � � F— -L- CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. END BRIDGE -L- STA. 17 + 50.63 SEVEN PATHS RD BUFFER IMPACTS 0 N � 0 a z - - � TO SPRING HOPE END PROJECT 41665.5C -L- STA. 19 + 00.00 DOCUMENT NOT CONSIDEPED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH NCDOT CONTACT: COREY McLAM6, PE FIYDRAULICS ENGINEER PLANS PRF.PARED BY: PLANS PREPARF.D FOR: ADT 2017 = 940 NORTH COROLiN.s DEPARTMENT 2O �O O 2O 4O �� TGS ENGINEERS OF TRANSPORAT�pt� ��,(�� — O # ... ,... . 804-C N. IOFAYETTE ST � �i ��-�-�-� I T- 6 /o LENGTH ROADWAY PROJECT 41655.SC =0.057 MILES � s�E�eY. Nc ae �50 o�v�s�orv 4 �� '�s� ''''' V= 60 MPH LENGTH STRUCTURE PROJECT 41655.5C =0.013 MILES �� PH �704� 4�6-0003 5oe �vcRo e�vo. �� PLANS � CORP. L�CENSE NO.� C-02"/5 WiL50N. NC 2TB95 � m * TTST = 3% DUAL = 3% P.c. � TOTAL LENGTH PROJECT 41655.5C =0.070 MILES sfcnr.aruns: � � 20 10 0 20 40 RIGHT OF WAY DATE: ��MMY L. TERRY, PE ROADWAY DESIGN m � AUGUST 4, 2017 reo�Ecz ExccvEErs PROFILE (HORIZONTAL) R ENGINEER ��.�� 4 2 0 4 g FUNC CLASS = LETTING DATE: SANDRA G. MELVIN �� gW�� RURAL - LOCAL PROJECT DESfGN ENGIT'F.LR PROFILE (VERTICAL) SUB-REGIONAL TIER PE 2012 STANDARD SPEClF7CATIONS S7GN.9TGRF,: SF-6_10086 4'emiit Drawin(; nsh Buffer.den 8/9/2017 9:�4:1� AM TGS SF-6_10086 4'emiit Drawin(; nsh Buffer.den 8/9/2017 9:�3:�4 AM TGS . . ., . � .. ._ - • • ' • • � ' • , �� - • . • : -0-� � . � �00000 - -■.■■■■■--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-____---- � � �.�� •� �� -- t �j�B�,,��,w. North Carolina DepartmentofTransportation !� St[)i't714YdtP�' Highway Stormwater Program _ ` J'-�'% STORMWATER MANAGEMENT PLAN ��''�-��---�� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 41665.5C TIP No.: SF-630086 County�ies): Nash Page 1 of 1 General Project Information WBS Element: 41665.5C TIP Number: SF-630086 Pro'ect Type: Bridge Replacement Date: 8/9/2017 NCDOT Contact: Paul A. Jordan, PE Contractor I Designer: TGS Engineers (Thomas L. Fletcher, PE) Address: 1590 Mail Service Center Address: g04-C N. Lafayette St. Raleigh, NC 27699-1590 Shelby, NC 28150 Phone: 919-707-6729 Phone: 704-476-0003 ext. 303 Email: a'ordan ncdot. ov Email: tfletcher t sen ineers.com CitylTown: S rin Hope Count ies : Nash River Basin s: Tar-Pamlico CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 370' Surrounding Land Use: Woods, Farmland and Rural Residential Proposed Pro�ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: Two 11' paved travel lanes with 3' paved shoulders (5.5' with guardrail). Two 11' paved travel lanes with 3' grassed shoulders. Annual Avg Daily Traffic (vehlhr/day): Design/Future: Year: Existing: 940 Year: 2017 General Project Narrative: Replacement of Bridge No. 630086 on SR 1002 (Seven Paths Rd.) over Turkey Creek in Nash County West of Spring Hope, NC. Proposed 65' long by 33' wide single-span (Description of Minimization of Water bridge to replace existing 41' long by 26' wide single span bridge. The proposed grade will be about 1' above existing ground within the vicinity of the bridge and roughly Quality Impacts) matching existing ground outside of the bridge. Bridge No. 630086 is within the Tar-Pamlico River Drainage Basin and shall adhere to the Tar-Pamlico Buffer Rules. The proposed bridge will have no direct discharge into the water. Stormwater runoff from the west approach of the proposed bridge is to flow to two traffic bearing grated inlets on both sides of the roadway where it will be diffused with a riprap pad at the proposed pipe outlets. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable. Waterbody Information Surface Water Body (1): Turkey Creek NCDWR Stream Index No.: 28-33 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Turkey Creek Buffer Rules in Effect: Tar-Pamlico Project Inc�udes 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)