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Home My WebLink About20221000 Ver 1_B-5670 Wetland_Stream_Impact_Permits_20220812Submitted 8/12/2022 t Iigh,,vav StOYCYIbvatPt� North Carolina Department of Transportation Highway Stormwater Program t STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: 45625.1.1 TIP/Pro' No: B-5670 Count ies : Nash Pa e 1 General Project Information WBS Element: 45625.1.1 TIP Number: B-5670 Project Type: Bridge Re lacement Date: 8/11/2022 NCDOT Contact: Krist Alford Contractor / Desi ner: Leah Young, PE Address: 1000 Birch Ridge Dr Address: 4505 Falls of Neuse Road Raleigh, NC Suite 400 27610 Raleigh, NC 27609 Phone: 919 707-6488 Phone: 919 783-9214 Email: kalford ncdot. ov Email: Leah.Youn kci.com City/Town: None Count ies : Nash River Basins : Tar -Pamlico I CAMA County? I No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.22 Surroundin Land Use: Woods/rural residential Proposed Project Existin Site Project Built -Upon Area ac. 1.0 ac. 0.8 ac. Typical Cross Section Description: 12' TRAVEL LANES WITH 6' PAVED SHOULDER AT BRIDGE, 39.25' OUT TO OUT APPROXIMATE 12' TRAVEL LANES WITH 2' PAVED SHOULDER Annual Avg Daily Traffic (veh/hr/day): Design/Future: 3200 1 Year: 2040 Existing: 2591 Year: 1 2020 General Project Narrative: This project will replace Nash County Bridge #0029 and its approaches. The proposed replacement is 325' long witth a clear roadway width of 36'. This structure provides 2-12' (Description of Minimization of Water travel lanes with a 6' paved shoulder. The proposed bridge will have 1.5:1 sloping riprap abutments and 4' caps at the end bents. Placement and construction of the proposed Quality Impacts) bridge, end bents, caps, and associated roadway fill will not result in any permanent jurisdictional stream or similar environmental impacts, although there will be 0.21 ac and 104 LF of temporary stream impact for temporary causeway construction. There will be no permanent channel changes due to the bent removal and causeway construction. There will be 0.03 ac and 62 LF of permanent stream impacts due to bank stabilization. There are no wetlands present within the proposed limits of construction. The temporary causeway shall be constructed by others. Allowable stream impacts shown in the plans assume a temporary rock causeway using 2:1 side slopes to achieve an elevation of 145.0' for the line -back side of the bridge (labeled as phase 1) and an elevation of 145.0' for the line -ahead side of the bridge (labeled as phase 11). This results a 30 LF workpad to facilitate existing bridge removal and proposed bridge installation. Phase I allows for removal of existing bents #1, 2, 3, & 4 and the installation of proposed bents #1 & 2. Phase 11 allows for the remocal of existing bents #5, 6, 7, & 8 and the installation of proposed bents #3, 4, & 5. No more than 50 % of the main channel flow area may be blocked during any phase. There are 30' and 50' buffer zones present outside the existing stream. There are no wetland impacts within buffer zones. There is a proposed ditch within buffer zone 1 due to existing erosion and instability. Sheet flow was not feasible at this location. The proposed ditch stabilizies the flow area and does not change existing flow patterns. Please refer to the "Swales" tab for more information. STORMWATER CONTROLS: The proposed bridge does not require deck drains. The runoff from the bridge discharges through pipe/inlet systems on the eastern quadrant of the bridge outside of the jurisdictional stream at non -erosive velocities. In all bridge quadrants, roadway runoff is treated via vegetated roadway shoulders and existing/proposed vegetated/riprap swales prior to entering the stream. Dissipator pads were used outside buffer zones when possible to promote sheet flow to buffer zones. Submitted 8/12/2022 Highway North Carolina Department of Transportation stormwatcr o „_...., Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: 45625.1.1 TIP/Prof No.: B-5670 County(ies): Nash Page 2 of 4 General Project Information Waterbody Information Surface Water Body (1): Tar River NCDWR Stream Index No.: 28-(24.7)b NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V (WS-V) Supplemental Classification: (NSW) Other Stream Classification: None 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? IYes Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? I 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) Surface Water Body (2): 1 NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? F Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) d Surface Water Body (3): 1 NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) Submitted 8/12/2022 DepartmentNorth Carolina Submitted 8/12/2022 Highway North Carolina Department of Transportation w°t mwatet�e „a,....,, Highway Stormwater Program h STORWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: TIP/Prof No.: B-5670 County(ies): Nash Page 4 of 4 Preformed Scour Holes and Energy Dissipators Sheet No. Line Station Location (LT,RT,CL) Latitude Longitude Surface Water Body Energy Dissipator Type Riprap Type ramage Area (ac) Conveyance Structure Pipe (in) / Structure Dimensions (ft) Q10 (cfs) V10 (fps) BMP Associated w/ Buffer Rules? 4 -L- 18+85 LT 35.926611 -78.14552 (1)Tar River Riprap Pad at Outlet Class'B' 0.2 Pipe 15 0.8 1.8 Yes 4 -L- 18+85 RT 35.926122 -78.145025 (1)Tar River Riprap Pad at Outlet Class'B' 0.2 Pie 15 0.8 1.8 Yes Additional Comments Both riprap pads are outside of buffer zone 2. Dissipator pad promotes sheet flow into buffer zones. " Reter to the NGUU I best Management Practices I ool box (21J14), NGUU I Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HtG14), I hard Edition, Hydraulic Uesign of Energy Uissipators for Culverts and Channels (July 2UUb), as applicable, for design guidance and criteria. -qi ihmittArl A/17/7f177 0 0 E 0 c ul E U 0 L S CD 0 m See Sheet 1A For Index of Sheets See Sheet 113 For Conventional S 7] STATE OF NORTH CAROLING STATE ETATEPROIEOTRPPERENCENO NEo 1002 "`° 1002 liT.`l�. B-5670 _ DIVISION (OF HIGHWAYS PERMIT D RAW I N G TATE PRQ.NQ P.A. PEON° DFdCPi%1°N sP.,. � SHEET 1 OF 6 45625. P.E. -6g 191° 45625.2.2.1 45625.3.1 ROW UTIL CONSTR. 1331 NASH COUNTY 131 Q-s e -1333 _ a H 48 OJ CT 1344 1146 LOCATIONRE]PLACE BRCOE NO, 29 OVER q 1148 7 1344 64� 81 TAR RIVER ON US 64 ALT I� \J �` 1147 E ( 1144 114 �} �}, (� (� PAVINGAND T Jl J� E OF WO]R RADING, DRAINAGE, J� AV INCH AND STRUCTURE TYPE W 1172 he 1147 0 23 WETLAND AND STREAM IMPACTS �I VICINITY MAP DETOUR ROUTE H� IBEGIN SITE I END T1R PROJECT B-5670 T1R PROJECT B-5670 2 / SITE 1 -L- STA. 22,17.00 -L- STA.10.50,00 US 64 ALT US 64 ALT C BEGIN BRIDGE SITE 3 END BRIDGE SITE—L— TO ZEBULON —L— STA.15*34.64 STA.18,61.56 TO SPRING HOPE SITE ; I C INCOMPLETE PLANS DO NOT USE FOR ROW ACQUISITION A DESIGN EXCEPTION WILL BE REQUIRED FOR MAXIMUM GRADE. NAL DOCUMENT ALL NGNATUR SCOMPDERED COMPLETED UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA ]PROJECT[' LENGTH Prepared in the Office of Plans Prepar For HYDRAULICS ENGINEER x i ;v,ciat.¢fN.C'_F-4. 450i Falla nfNeuse RnaS, S¢rtw 4°0 DIVIS➢ON OF HIGHWAY 50 25 0 50 100 ADT 2022 = 2652 RxUigh, NC 2-609 R,,¢„r 'III, 1;Y3-y,,a KCI F II",,x3-vw6 °� '��-°s'I 1000 Birch Ridge Dr. g Raleigh NC, 27610 NOR ADT 2042 = 3261 K = $ Q/D LENGTH — OF ROADWAY TIP PROJECT B-5670 .159 MILES a@ 2018 STANDARD SPECIF]CAT] NS PLANS RIGHT OF WAY DAT D D = 55 /D LENGTH OF STRUCTURE TIP PROJECT B-5670 = .062 MILES DEWAYNE L. SYKES, P.E. P.E. SIGNATURE: Cp PROJECT ENGINEER 50 25 0 50 100 T 6 % * TOTAL LENGTH — OF TIP PROJECT B-5670 — .221 MILES DEC. 21, 2021 LETTING DATE' V = 60 MPH * TTST=2°/D DUAL=4°/D BRYAN E. HOUGH, P.E. ROADWAY DIESIGN ENGINEER �A a PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER O MAJOR COLLECTOR NOV. 15, 2022 ® �� vRa� l0 5 0 10 20 INCDOT CONTACT KRISTY ALFORD, P.E. STRUCTURES MANAGEMENT UNI REGIONAL TIER P. E PROFILE (VERTICAL) SIGNATURE z O N DON C.SUTTON,ET UX DB 16T8 PG 420 PB 23 PG 206 3 p3-A2 N 2 ep N 409, z5l• E L[\T DETAIL A DETAIL B DETAIL C SPECIAL CUT BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH (Not f° scale] IN.— scale) 1Not to scale)' Natural of Eral Natural Notuml Ground ' 3' z_ EII 7 NI d D F\o< Dach Ground d ) D 1. FI. slope Ground d J D 1', ht. slope Geote.Mle 6 GEOTE%TILE B GEOTEXPLE Min. D= 1.5 Ft. Min. D— 1.5 Ft. Min. D= 1.5 Ft. Mox. d= 1.5 Ft. Max. d= 1.5 Ft. Max. d= 1.5 Ft. B= A.0 H. B= Variable Type f Liner= Class 6 Rip —Rap 8= 2.0 Ft. Type of liner= Class I Rip —Rap 6= 6.0 Ft. Type of Liner— Class I Rip —Rap 6= &0 Ft. o FROM —L— STA. 12+00.0 RT TO STA. 13+00.0 RT FROM —L— STA. 13+00.0 RT TO STA. 15+00.0 RT FROM —I— STA. 15+00.0 RT TO STA. 15+29.5 RT DETAIL D STANDARD BASE DITCH (Not to Scale) ur 1 75,.E urol Ground Groand <F�°s< j° a d o e D, ° Geotextile B Min. D= 1 0 Ft, re ditch wiiF cL.I Max. d= 1.5 Ft. ewl.en 55 are z p B= 7.0 Ft. Type °f Liner= Cl... I Rip—R°p FROM —L— STA. 15+29.5 RT TO STA. 16+14.2 RT DETAIL E RIP RAP AT EMBANKMENT (Hotta scale) 10' min. Ditch I.0'min. 2 0 Grade GEOTEXrILE l Type aFU—= CI.'11'RipJ p FROM —L— STA. 16-04.2 RT TO STA. 16+24.5 RT IN— Scale) 3' min. NWS G EOTEXTILE Type of Liner= CI. '11' Ni Rap ROM —L— STA. 16+09.7 CL TO STA. 16+40.3 CI ROM —L— STA. 17+49.7 CL TO STA. 17+803 Cl PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING B RhV W S PR4 2 SHEET NO. SHEET 2 O 6 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED KC n IMPACTS LEGEND NOTE: TEMPORARY STREAM IMPACTS ARE DUE TO CAUSEWAY CONSTRUCTION. NO MORE THAN 50% OF THE PRESTON G. CURTIS MAIN CHANNEL FLOW AREA MAY BE DB 29T7 PG T51 BLOCKED DURING ANY PHASE. SITE 3 PB II PG 300 CAUSFLOWS ATYCANNOT ANY POINT. COCK US WAY TRIBUTARY 1LaB FINAL DESIGN BY OTHERS (TED). CLASS B RIPRAP PAD F EST 1 TON ST 5 Sy GT PASTURE 5" PIPE ELBOWS X 1 _X—X—X�—X X 48' ELEXC X X X X X X X—X—X_ � t JAY P. MANNING, ET UX DB 2990 PG 314 PB 21 PG 61 WOODS 3=' PINED ROAANAY DODS FOR -L- PROFILE SEE SHEET 5 FOR STRUCTURE PLANS SEE SHEETS S-ITHRU S-? PERMIT DRAWING SHEET 3 OF 6 PROJECT REFERENCE NO. SHEET NO. B-5670 PRM 3 RW SHEET NO. 4 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER � 1 f� s F sP DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 4z Q ,m�'y JS< 5y6 C ' 1 � ssr h , IMPACTS LEGEND y �B a rygy &z 51'E ® DENOTES TEMPORARY IMPACTS IN SURFACE WATER 5 S DENOTES PERMANENT ISPo 91 ® IMPACTS IN SURFACE WATER \ IL FR R NOTE: TEMPORARY STREAM IMPACTS ARE //�V DUE TO CAUSEWAY CONSTRUCTION. 51 L N F a R ;S NO MORE THAN 50% OF THE s 1 N v4 PREST� G'" URTI$ r:3- MAIN CHANNEL FLOW AREA MAY BE z „ DB 29T7 PG T51 BLOCKED DURING ANY PHASE. 6 6T PB B AP ROAC S AB �'I°�°�'i �. 300 CAUSEWAY CANNOT BLOCK TRIBUTARY s LOW AT Y fT. CAUSEWAY TA/ 20.25 'T CLASS F L E IGN B THERS (TED). m / RIPRAP-PAD /) I _ BE N BRIDG CLASS PRAP 'F EST 1 TON -L- TAIS'34 9 ANK STABILIZATION ST 5 SY GT EST 100 TONS PASTURE i 63s ens 6 1ss ( ` vya J L ^SSEE DETAIL Y15' PIPE l ' n �44. W/ ELBOWS 55! U5 64 ALT 32'PAVED ROAANAY �- soz PBA B IL 6 TS J ¢ `TS W TEk 'V W/2 ELBOWS _ E 'd8 DE 1 s� Z CLASS 6 ( 1 n 1S Q 2 9 RIPRAP P D sl WOODS EST1T N 5_ EST 5 5 GT '6 LW[1 ��-amZ S TDE _ EXISTING R/W Exi m 3 _ C Ass I PRA F, E APPROACH SL ' +NC Riiy 2 H s 3ao roNs JAY P. MANNMG, UX HT H R I S 780 V GT s�f l a� DB 29 Iss"� s SP TR HT S S I CLST ASS IIRIPRAP PB I PG 61 rq SP $ LLL BANK ABILIZATI 0 0 K my STAN DAD EST 100 TONS ^^ UTN `0 SE DI I EST 105 SV GT O CA DK D S A +10 S �'R PRAP CL. I', SEE DETAIL F ti� ss ¶ CLASS IIRIPRAP d6Y' TO SHOULDER PT. y l F 559ASS II RIPRAP s DETAIL ET T (STRUCTURE PAY ITEM) �y asl j55 yo- \ J lI I 3 5� A rse� 5 m IF n E 0 Ay'f ts0 09 8a! 5 DETAIL A DETAIL B DETAIL C ` m SPECIAL CUT BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH C (Hof fo 5<ole] W I b� �b ssr r Nafurol o< Erol Nenrel Nofuml 5 Ground ' 3' z_ Ell 2 TII Vy D F\o� Ground d Ditch d .l D 1, "F1. sbpd Ground d :J D 2. "rFf. slope W G-1-41e B GEOTE%TILE g GEOTExnLE g Sr d Min. D= 1.5 Ff. Min. D= 1.5 Ft. Min. D= 1.5 Ff. Mox. d= 1.5 Ft. Max. d= 1.5 Ft. IGs rg N Max. d= 1.5 Ft. B= 4.0 H. B= Variable pi 8= 2.0 Ff. ype of liner= Class I Rip -Rap 6= 6.0 Ff. Type of Liner- Class I Rip -Rap 6= &0 Ft. Type of Liner= Class 6 Rip-Rop T155 IS _ FROM -L- STA. 13+00.0 RT TO STA. 15+00.0 RT FROM -L- STA. 15+00.0 RT TO STA. 15+29.5 RT FROM -L- STA. 12+00.0 RT TO STA. 13+00.0 RTC r DETAIL D DETAIL E m STANDARD BASE DITCH RIP RAP AT EMBANKMENT ( Hof to stele) f Naf to s<elel Ground d.) <yp@ DS., o'F\oijo< Ground Dirch IG'min. 6 Grade I,0'min. 2 p Geotextile B Min. D= 1 0 Ft, re ditch with CL I Max. d= 1.5 Ft. GEOTEXTILE LC! ewl.en 55 are z p B= 7.0 Ft. N T of liner= CI.'II' Ri Type Zof Liner= Class I Rip-Rop ype pJtop FROM -L- STA. 15+29.5 RT TO STA. 16+14.2 RT FROM -L- STA. 16-04.2 RT TO STA. 16+24.5 RT FOR -L- PROFILE SEE SHEET 5 FOR STRUCTURE PLANS SEE SHEETS S-ITHRU S-? PROJECT REFERENCE NO. I SHEET NO. bl'lh 1 � 1 11111\I NO MORE THAN 50% OF THE MAIN CHANNEL FLOW AREA MAY BE BLOCKED DURING ANY PHASE. CAUSEWAY CANNOT BLOCK TRIBUTARY FLOW AT ANY POINT. CAUSEWAY FINAL DESIGN BY OTHERS (TBD). PERMIT DRAWING SHEET 4 OF 6 JGINEER ENGINEER NCOMPLE E PLANS DO NOT USE FOR OW ACQUDSITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 3 ?ACTS LEGEND NOTES TEMPORARY Submitted 8/12/2022 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. 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) Natural Stream Design (ft) 1 -L- 16+09 TEMPORARY CAUSEWAY 0.21 97 TO17+75 CONSTRUCTION 2 -L- 15+96 LT TEMPORARY CAUSEWAY < 0.01 7 TO 16+38 LT CONSTRUCTION 3 -L- 16+16 BANK 0.03 62 TO 17+75 & STABILIZATION -L- 16+10 RT TO- 16+23 RT TOTALS': 0.03 0.21 62 104 0 'Rounded totals are sum of actual impacts NOTES: 2014