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Home My WebLink About20190426 Ver 1_B-4433_Permit Drawings_2018-12-17_20190405�� llry �� Y �� 1lJll ��1LJ�1 V'V' � ll � � � � � � ., � V W O � � � � BEGIN TIP PROJECT B-4433 —L— STA. 13 + 00.00 BEA UF4RT COU1�lTY LOCATI011I: REPLACE BRIDGE N0. 40. 01V SR 1932 OVER DURHAM CREEK TRIBUTARY TYPE OF WORK: GRADI11lG, DRAl11lAGE, PAVIIVG, A11iD STRUCTURE PERMIT DRAWING SHEET 1 OF 8 P E RMIT D RAWI N GS �-- � NAD 83i NA 2011 BRIDGE END BRIDGE %�" /j 15 + 76.31 —L— STA. 16 + 63.69 ��s � �■ f �'j5 END TIP PROJECT B-4433 —�'z/ �'__ —�s —L— STA. 19 + 2 5.00 _.�a-, ��_��—=;; TO E D —% —L— SR 1932 � , ; � �� ,,,s�� ` -= ;� �� , � � � ,— � �� , , , ,_ �� , ,�-- �__-__-� s� _ — — --� •-- — (MARYS CHAPEL CHURCH ROAD) ------_ --�"`° —___ �� _'� ,— �; ----- ----_ �= e� _� — � � TO NC--- �� — � �,� x � � , �3 x' -3--�-_�-_ --�-�� .+. -:-- _______a,_�_ __� _� � �_, ��_ ,� —_— — — — �_ �-� �� -_, � ��_ •� � V � � O V CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED DESIGN DATA PROJECT LENGTH Prepo�ed For: HYDRAULICS ENGINEER DIVISI011t OF HIGHWAYS ADT 2019 = 440 I000 Birch Ridge Dr., Ra[eigh NC, 27670 � �� 1�06�ii�y gy; �� IOapyy � c�Q ADT 2039 = 650 TGS TGS ENGMEERS pH (919) 773-8887 Q� Q�i�j �p g�a V = 6O MPH N^�`FE� 706 HILLSBOROUGH ST CORP. LICENSE NO.� a@ �o ;� � LENGTH ROADWAY TIP PROJECT B-4433 = 0.101 mile � suirezoo c-oz�s � � �ST = iJ% RALEIGH, NC 27603 �'�E� � � LEIVGTH STRUCTURES TIP PROJECT B-4433 - O.OI7 mile srcNaruns: � '� � a 2018 STANDARD SPECIFICATIONS � � a � TOTAL LEIVGTH TIP PROJECT B-4433 = O.11B mile ROADWAY DESIGN � � �� a� RIGHT OF WAY DATE: V. MARCUS LOWERY, PE ENGINEER �� Q �p oQ SEPTEMBER 25, 2018 rao�ecr ENc�NEsx �p o�' �a 4�p�gp FUNC CLASS = HEATHER C. LANE, P.E. �� ppQ�� LOCAL RURAL LETTING DATE: Ncnor o�vrsiox z coxracr SUB-REGIONAL TIER AUGUS7 20, 2019 PE S7GNATURE: b4433 rdv tsh.den 11/5/20L8 32930 PM TGS See Sheet 9A For Index of Sheets See Sheet 9B For Conventional Plan Sheet Symbols See Sheet 9C-9 For Survey Control Sheet WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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) -L- 19+15 to 19+50 LT 1@ 50', 1@35' CSU Bridge < 0.01 TOTALS*: < 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: Permanent Wetland Impacts =< 0.01 Ac Revised 2016 09 09 � � 1 � 1 � � � 1 � � � � � � � � 1 • 1 � 1 � � � � � � � � �� •�� • • • ' � • • � • • � . . . .� • '• C� � �� • 1 � C •�- 1 • • 11 � � '1 1 • 1 __ • 1 • :•�- 1•. 11 ' � .1 1 1 1 1 1__ • 1 � : •�- . � • • • � 1 1 1 1 1 1 __ • 1 • : •�- . � • • • ' � 11 1 1 1 � 1 1 __ _ _____ _ _____ _ _____ _ _____ _ _____ _ _____ _ _____ _ _____ _ _____ _ _____ _ _____ _ _____ _ _____ _ _____ _ _____ _ _____ � � •1 1 •1 1 �• 1 1/ 1 1 1 1 1 1 1 1 NOTES: Total Buffer Impacts = 0.04 Ac Rev. SEP 2016 Rev. Jan 2009 Hi�h`�Vay North Carolina Department of Transportation ,:*'�� tormwater � � � „«,�.,�,�� Highway Stormwater Program ��,� STORMWATER MANAGEMENT PLAN �'y'^"��::��'��'` (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 17BP.2.R.93 TIP No.: B-4433 County(ies): Beaufort Page 1 of 1 General Project Information WBS Element: 38362.1.FD2 TIP Number: SF-060040 Project Type: Bridge Replacement Date: 5/31/2018 NCDOT Contact: William (Galen) G. Cail, PE Contractor / Designer: TGS Engineers (Ben Henegar, PE) Address: 1590 Mail Service Center Address: 706 Hillsborough Street Raleigh, NC 27699-1590 Suite 200 Raleigh, NC 27603 Phone: 919-707-6711 Phone: 919-773-8887 ext. 123 Email: acail(a�ncdot.qov Email: bhene ar tgsengineers.com City/Town: Edward County(ies): Beaufort River Basin(s): Tar-Pamlico CAMA County? Yes Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 625.00 Surrounding Land Use: Forest, Cropland, and Rural Residential Proposed Project Existing Site Project Built-Upon Area (ac.) 0.4 ac. 0.3 ac. Typical Cross Section Description: Two 10' paved travel lanes with 2' paved shoulders (4.83' with guardrails). Two 10' paved travel lanes with 5'-10' grassed shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 300 Year: 2016 Existing: 300 Year: 2016 General Project Narrative: Replacement of Bridge No. 060040 on SR 1932 (Mary's Chapel Church Rd.) over Durham Creek Tributary in Beaufort County, NC. The proposed 85' long by 30' wide two span (Description of Minimization of Water bridge would replace the existing 61' long by 26' wide two 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. 060040 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 Durham Creek Tributary. Stormwater runoff from the the proposed bridge is to flow to two traffic bearing grated inlets at the north end of the bridge where it will be diffused with a riprap pad at the proposed pipe outlet. All proposed runoff is discharged as far away from the stream and at the lowest velocities as practicable. The proposed deck runoff will outlet outside of buffers. Waterbody Information Surface Water Body (1): Durham Creek Tributary NCDWR Stream Index No.: 29-21-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No 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)