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Home My WebLink About20210955 Ver 2_B-4786 General Modification Pitt July 28 2023_20230728Submitted 12/21/2021 Highway North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 38222.1.FR2 TIP No.: B-4786 County(ies): Pitt Page 1 of 1 General Project Information WBS Element: 38222.1.FR2 ITIP Number: B-4786 Project Type: Bridge Replacement Date: 12/28/2018 NCDOT Contact: Jacquelyn Bowles, PE Contractor / Desi ner: TGS Engineers David B. Petty, PE Address: 1590 Mail Service Center Raleigh, NC 27699-1590 Address: 706 Hillsborough Street Suite 200 Raleigh NC, 27603 Phone: 919-707-6559 Phone: 919-773-8887 ext. 104 Email: ikbowlesidncdot.aov Email: dpetty0t isengineers.com City/Town: Greenville Count ies : Pitt River Basins : Tar -Pamlico CAMA Count No Wetlands within Project Limits? Yes Project Descri tion Project Length (lin. miles or feet): 1250 ft. Surrounding Land Use: Residential and Commercial Development, Forest Proposed Project Existing Site Project Built -Upon Area ac. 1.1 ac. 0.9 ac. Typical Cross Section Description: Two 12' paved travel lanes with 4' to 10' paved shoulders and 2' to 3' grass shoulders. Two 12' paved travel lanes with 3' to 10' paved and 3' grassed shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 17250 northbound only) Year: 2039 Existing: 13800 northbound only) Year: 2019 General Project Narrative: (Description of Minimization of Water Quality Impacts) Replacement of Bridge No. 730038 (northbound bridge) on US 13 over the Tar River. Proposed 550' long by 41' wide 8-span bridge to replace existing 541' long by 33.5' wide 12-span bridge. Runoff on the existing bridge discharges directly in the Tar River; however, the proposed bridge will have no direct discharge into the river. Stormwater runoff from the proposed bridge is to flow to grated inlets on each side of the bridge then flow down the systems and outlet well outside buffers where it will be diffused with riprap pads. All proposed stormwater runoff is discharged at the lowest practicable velocities. The existing bridge has seven bents in the Tar River which will be removed. The proposed bridge will have five bents in the river. A temporary work bridge (conceptual footprint shown on sheet 4) is proposed for removal of the existing bridge and construction of the proposed bridge. The impacts shown due to temporary fill in wetlands are for the anticipated temporary fill to build access roads on each side of the river from ends of temporary work bridge out along embankments and then up 20' high embankments. Surface Water Body (1): 1111110 Waterbody Information Tar River NCDWR Stream Index No.: 28- 94 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters NS Other Stream Classification: Impairments: Aquatic T&E Species? Yes Comments: per Aquatic Species Survey Report dated 8/1/2018: may affect/not Iiiii ely adversely the Tar River S in mussel & the Yellow Lance 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? INo 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 General Project Narrative) (If yes, provide justification in the General Project Narrative) See Sheet 1A For Index of Sheets See Sheet 1B For Conventional Plan Sheet Symbols See Sheet 1C- 1 Through 1C-? For Survey Control Sheet; L � I VICINITY MAP STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PITT CO LINTY LOCATION: REPLACE BRIDGE NO.38 OVER THE TAR RIVER ON US 13 IN GREENVILLE TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE 81'AT8 8TAT8 PHOI8C1' H8P8H8NC8 N0. NEE N. B-4786 8PAT6 PIIHJ.NQ P.APHAI.NQ DBBLTIPI'ION 38222.1.FR2 BRSTP-0013 041 PE 38222.2.2 BRSTP-0013 041 RSV, UTIL WETLAND AND SURFACE WATER IMPACTS PERMIT 4 BEGIN TIP PROJECT B-4786 -L- STA. 22 + 00.00 BEGIN BRIDGE BEGIN CONSTRUCTION —L— STA. �5+28.00 —L— STA. 17 + 59.45 \ q O 5�3 NC AA OS A3 Ot O 'C ,� EXISTING SIGNAL SITE 1 BRIDGE NO. 39 9,p —L— STA. 30 + 78.00 PERMIT DRAWING SHEET 1 OF 9 5 \ I 1 \ J OVERFLOW US 13 /NC 11 /NC 903 (MEMORIAL DR.) SBL \ NC 1 03 U TO �AL DR.) NBL L y 1 AROVERI EvR 1530 / END CONSTRUCTION —L— STA. 38 + 12.09 SITE 2 END TIP PROJECT �B-4786 -L- STA. 34 + 50.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENVILLE. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared For. HYDRAULICS ENGINEER DIVISION OF HIGHWAYS ADT 2019 = 13800 NBL 1000 Birch Ridge Dr., Raleigh NC, 27670 50 25 0 50 100 14740 SBL ADT 2039 = 17250 NBL LENGTH ROADWAY TIP PROJECT B-4786 = 0.133 mile TGS TGS ENGINEERS BV.- PH (919) 773-8887 EN IN-Ees 706 HILLSBOROUGH ST suiTE 200 CORP. LICENSE NO.: PLANS K = 8 % RALEIGH. NC 27603 C-0275 PE 50 25 0 50 100 D = 55 % T = 6 % * LENGTH STRUCTURES TIP PROJECT B-4786 = 0.104 mile SIGNATURE: 2018 STANDARD SPECIFICATIONS TOTAL LENGTH TIP PROJECT B-4786 = 0.237 mile RIGHT OF WAY DATE ROADWAY DESIGN V = 50 MPH * TTST =3% DUAL 3% : MAY 18, 2018 V. MARCUS LOWERY, PE ENGINEER PROFILE (HORIZONTAL) PROJECT ENGINEER LETTING DATE: DECEMBER 17,2019 10 5 0 10 20 FUNC CLASS = PRINCIPAL ARTERIAL REGIONAL TIER DAVID STUTTS, PE PE NCDOT CONTACT PROFILE (VERTICAL) SIGNATURE: Submitted 7/28/2023 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ m i 7/2 /2 2 1 PROJECT REFERENCE NO. SHEET NO. PITT COUNTY 8-4786 D5 BRIDGE #730038 DENOTES TEMPORARY END TIP PROJECT B�786 ROADWAY p SIGN SHEET NO. HYDRAULICS FILL IN WETLAND -L- POT Sta.34+50.00 ENGINEER ENGINEER PERMIT DRAWING SHEET 5 OF 9 I IMP CONTRACTOR SHALL MAINTAIN MINIMUM �3 II � 70 FT. GAP FOR DURATION OF CONSTRUCTION APO DOCUMENT NOT CONSIDERED FINAL CONTACTOR MAY ELECT TO INSTALL A CONTINUOUS UNLESS ALL SIGNATURES COMPLETED TGS ENGINEERS ' TEMPORARY WORK BRIDGE WITH MINIMUM LOW TGS 70NOIN-HS6 HILLSBOROUGH ST. SUITE 200 CHORD ELEVATION OF 23 FT. PITT COUNTY -CITY OF GREENVILLE � RALEIGH AIRPORT AUTHORITY , NC 27603 PH (919) 773-8887 )_ { CORP. LICENSE NO.: C-0275 WOODS MT�A�� X--Av�1 7i V \ 1\ \ V v FALLOW FALLOW \F —— \ RETAIN 1 T __ �_ i �� `"' vvv vy�v- - - - - - - - - - - - ------ -_ --- - - - - - - - ---= T--- z O -- AV\V� A\ \�yv— A I I / v V v �• A A 1�A---------=------- — — E[s3dHG DI----------. ��IIIIIIII v/ s— -- > L��...�' —< F -- � w 3Li—F--�--- 52 2Gi —L" .' v3 -a A _ A \ �► \�, ,-V �1 i _ `\ 2GI ..' 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SLOPES ACALVIN ECKETT H Rsi \�A��VA A� %AL \ �\ C�5511 RIP RAP WOODS CONC UAL TEMPORAR CCESS RO (CONTRACTOR DESI ED) CONCEPTUAL TEMPORARY WORK PITT COUNTY -CITY OF GREE VILLE BRIDGE (CONTRACTOR DESIGNED) AIRPORT AUTHORITY TEMPORARY FILL IN WETLANDS BE DETERMINED BY PHYSICAL OR PAROLE V�NCE CONCEPTUAL TE PORARY ACCESS ROAD (CONTRA TOR DESIGNED) USE ROCK PLATING FROM y _ — ----_ �J.—---- _�'�-------- 1 -L-STA 23+75+,� _I I_ _�-- ••— — — — ---- --- — 1 o TO 251491, RT ----_ — — — —�� _------ — \�\ 1 % EXTEND ROCK PLATING LIMITS — —_— — -— — — — — — — — 1 TO 2551 SLOPES CLASS II RIP RAP _ _— e o o — FSS� - -IL&Le, 17 v E SITE 1 TEMPORARY FILL IN WETLANDS 1 1 1 \ 1 m 50' 0' 50' 100' 1 00 0 1 0 �z L 25' ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 lML�L��LOLE MIIL1111LL11111Y11LL11ML111111n111L11Y1LL11Y\IIL11LL111L1111LL111L1111LL111L1111LL111L11 ________ MI'I��1IMM��1IY111L1L1IMMoo - - _ _ - -aaG�i:ii�1111111LL111L1111LL111L1111LL111L1111LL111L11 �i111LL111L1111LL111L1111LL111L1111LL111L11 I L111L111L1111LL111L1111LL111L1111LL111L11 7LLLLLLLLLL■LLLLLLLLLLLLLLLLLLMLMMLMLM Lm.r,]11a OLI71M1'AMMMMMMMMMJ 11L uulMsipulLl M9MLMYMMei MRLLcM�LrLYnLUuLNaILLoL1L1Lo1L1LuLLLoL1L1L1LLL1L1L1L1LuLLLoL1L1L1LLLo10 en000000000v_� 1 MIIL1111LL111111111LL1111L11111111111L11111LL1nMGi nLLLLLLLLLL!lIILLLLLLYLLLLLIInLLLLLLIILLLLYr�r:ILLL MLCJLLu111LL11111M11LLL1L1I11ILLL1L1L1L111 1R111L1L1L1LLL1L1nML1LL 1nlLLLLLLLLL!oLLLL ONnM1lMMMMMMMM10 MIILL\LLLLLLL!lYLLLLLLnLLLLL1111LLLLLLYLLrlLY'JIIL��YMiLY1MLrYLYY1i1LLLLLLLLLLLLLM!GALL 1ML11O1LL111111111LL111IL11111IY111L11111L11111L1711 ■L111L1111LL111L1111LL111L�aAL111P1L11 111L111\LL11111Y11LL11ML11111111MMMMMMIIML7\1MLIIM11ML111L1111LL111L11111M!aM1111LL1YLL11 1YL111lSL111111111LL111ILLLLLI JMMMMMMFIMVM.J 11ILL111\`\111L LYIILLLLYLLLLL1InLLLLLMI 1M11L11LLL11LYlLLLLLLLLLLLr��i�L111LL111L1111LL1L11L11 MMMMIIMMYMMMMMMMMMMMMLLLLLLLLLLLLLLLLLLLLL!CELL ILLLrMMMnrinr�lr MYM�MnnTnn�nn MI I1MN1J1►1WY1J �nMMMMMMIIMMMMIM1111MgC�YMMC:I utl ILLM��c-><iiMIM� MMMMMMMMMMMMILLI fTnI,IRL7�. RfiLLLLLLLLLLLLlLLL 111Mn1GT7rR71� lnLM1YY'oom r'.111GdYL11L11M11LL111L1111LL1n1L11111LL11YL'iYLML�IYiL"aL'1J3�iYL7111L1111LL11LL11 L` R1IYLLMLMMLM1MM111L1111LL1Y1L11111LL11117 ilk:Fr11I�77l111LL111L1111LL111MLEM iwaiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iriiiiiiSEEM ��1��7��\��117T�►f\\�SrStR1l�rrAfmmMAIL7-AhM17ECIMENERNom lnLLLLLLLLLLL MLLLLLLLLLLLLLLLLLLLLLLLLLLLLMMMMIJalLLJ►LL.1121'LC]L9�1 LIILLLLLLLLLLnLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLi57Lf•7fiL7�iiRRR4il1fi 1nL1111LL111//1111LL111L1111LL111L1111LL111L111Y►'M1'JL7LNiilYYdi'J111aL1JLL111L1111LL111L�i�7 O'l lMLNLL111115\YL�'LLLMILLL �777L LLLLLLLLLLLLLM'LLL See Sheet 1A For Index of Sheets See Sheet 1B For Conventional Plan Sheet Symbols See Sheet 1C- 1 Through 1C-? For Survey Control Sheet L � I VICINITY MAP STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PITT CO LINTY LOCATION: REPLACE BRIDGE NO.38 OVER THE TAR RIVER ON US 13 IN GREENVILLE TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE FBUFFER IMPACTS PERMIT 4 BEGIN TIP PROJECT B-4786 -L- STA. 22 + 00.00 BEGIN BRIDGE BEGIN CONSTRUCTION —L— STA. �5+28.00 —L— STA. 17 + 59.45 \ q O 5�3 NC AA �SIM�N ow\P� 'CO NG 43 �� - ��1 C pR•1 e EXISTING SIGNAL S1TE 11 BRIDGE NO. 39 9,p —L— STA. 30 + 78.00 81'AT8 8TAT8 PHOI8C1' H8PPR8NC8 N0. Hee B-4786 HrATH PRHJ.NQ P.APHA M H8B FrM 38222.1.FR2 BRSTP-0013 041 PE 38222.2.2 BRSTP-0013 041 RAW, UTIL BUFFER DRAWING SHEET 1 OF 3 �P 5 1 \ \ I J OVERFLOW US 13 /NC 11 /NC 903 V (MEMORIAL DR.) SBL \ US 13 /NC 11 /NC 903 T TO ITE 2 (MEMORIAL DR.) NBL '110 J�, y 1 ARRI EvR 1530 / END CONSTRUCTION —L— STA. 38 + 12.09 END TIP PROJECT 1B-4786 -L- STA. 34 + 50.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENVILLE. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared For. HYDRAULICS ENGINEER DIVISION OF HIGHWAYS ADT 2019 = 13800 NBL 1000 Birch Ridge Dr., Raleigh NC, 27670 50 25 0 50 100 14740 SBL ADT 2039 = 17250 NBL LENGTH ROADWAY TIP PROJECT B-4786 = 0.133 mile BypH (919) 773-8887 TGS ............ EN IN-Ees 706 HILLSeOROUCH Sr suirE z00 CORP. LICENSE NO.: PLANS K = 8 % RALEIGH. NC 27603 C-0275 PE 50 25 0 50 100 D = 55 % T = 6 % * LENGTH STRUCTURES TIP PROJECT B-4786 = 0.104 mile SIGNATURE: 2018 STANDARD SPECIFICATIONS TOTAL LENGTH TIP PROJECT B-4786 = 0.237 mile RIGHT OF WAY DATE: ROADWAY DESIGN V = 50 MPH * TTST =3% DUAL 3% MAY 18, 2018 V. MARCUS LOWERY, PE ENGINEER PROFILE (HORIZONTAL) PROJECT ENGINEER LETTING DATE: DECEMBER 17,2019 10 5 0 10 20 FUNC CLASS = PRINCIPAL ARTERIAL REGIONAL TIER DAVID STUTTS, PE PE mi NCDOT CONTACT PROFILE (VERTICAL) SIGNATURE: Submitted 7/28/2023 Submitted 12/21 /2021 RIPARIAN BUFFER IMPACTS SUMMARY BUFFER REPLACEMENT M STRUCTURE SIZE TYPE STATION (FROM/TO) . .; .; PARALLEL IMPACT Notes: There are no wetland impacts within buffer impacts on this project. Rev. SEP 2016