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Home My WebLink About20201521 Ver 1_B-5619_Permit Drawings_20210305(Version 2.08; Released April 2018)45574.1.1TIP No.:B-5619County(ies):Lenoir Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2040Existing:Year:Aquatic T&E Species?YesComments:NoNoNoN/ADeck 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)ac.2-lane minor collector with about 10' wide lanes with minimal to no shoulder widths. 11' lanes are before the other existing overflow bridge that was recently replaced.3000roger.weadon@meadhunt.comProject Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water BodyNeuseBuffer Rules in Effect:SA18502-lane minor collector with 12' lanes. 5' full depth paved shoulders, and guardrail between bridges. Fill slopes between 4:1 and 3:1. Overflow bridge has 6.25' shoulders and main bridge has 5.5' shoulders.Waterbody Information2020NCDWR Stream Index No.:45574.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The proposed project involves replacing the Neuse River bridge (530052) and southern overflow bridge (5300152) along SR 1389 (Hardy Bridge Road) in Lenoir County. The Neuse River is subject to Buffer Rules. The Neuse River Overflow is not subject to Buffer Rules and is considered a wetland. The Neuse River bridge will be replaced with the use of a temporary work bridge and the southern overflow bridge will be replaced utilizing top-down construction. Proposed roadway improvements include lane and shoulder widening along with adding guardrail between the bridges and at the bridge approaches. The project starts starts between SR 1307 (Pine Bush Rd.) and SR 1300 (Davis Hardy Rd.) and is a total length of 0.284 miles long. For the Neuse River bridge, the stormwater will be treated through storm pipe systems at each end and that will outlet into preformed scour holes. Preformed scour holes are being used to help with preventing erosion in Buffer Zones. Stormwater from the southern overflow bridge will outlet onto a rip rap pad, outside of wetlands. The roadway improvements are mostly contained within the existing roadway embankment and right of way, minimizing wetland impacts. Wetlands delineated through the Neuse River Overflow are separated at the existing southern overflow bridge, and wetlands are not considered to be present underneath the bridge. Therefore wetland impacts have been shown on each side of the bridge to the proposed width of the new structure.111 E. Hargett StreetNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1581 Mail Service CenterAddress:General Project InformationB-5619WBS Element:Bridge ReplacementWBS Element:Mead & Hunt / Roger Weadon, PENCDOT Contact:(919)-707-6442Suite 300Raleigh, NC 27601Contractor / Designer:(919)-714-8669dstutts@ncdot.govAddress:2/15/2021LenoirSeven SpringsDavid Stutts, PERaleigh, NC 27699-1581River Basin(s): City/Town:0.9Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoMostly Agricultural with some ResidentialNeuse River27-(104)0.80.28Project DescriptionProposed ProjectNeusePrimary Nursery AreasSupplemental Classification: Atlantic SturgeonNutrient Sensitive Waters (NSW)Wetlands within Project Limits?Submitted 3/5/2021 (Version 2.08; Released April 2018)TIP No.:B-5619County(ies):Lenoir Page 2 of2Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water BodyRiprap TypeDrainage Area(ac)Conveyance Structure-L- 21+79 RT-L- 28+37 RT-L- 33+35 RTPreformed Scour Holes and Energy Dissipators15PSH Class 'B' 0.2 PipeYesYes1.3Pipe1.3151.60.70.7WBS Element:Class 'B'5(1)Neuse RiverNeuse River Overflow4Highway Stormwater ProgramAdditional CommentsNorth Carolina Department of TransportationPSH0.25(1)Neuse RiverV10(fps)Energy Dissipator TypeRip Rap PadSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSBMP Associated w/ Buffer Rules?Pipe0.2Class 'B'Q10(cfs)Pipe/Structure Dimensions(in)1.3No15* Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.The Preformed Scour Holes are located at outlets in the vicinity of buffer zones near Site 3. They will dissapate the stormwater flow at these pipe outlets before entering the buffer zone. The velocities listed in the table are velocities exiting the preformed scour holes.Submitted 3/5/2021 Submitted 3/5/2021 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 18-FEB-2021 18:31R:\Hydraulics\PERMITS_Environmental\Drawings\B5619_Hyd_prm_wet_psh_4.dgn1784rjdBRIDGE APPROACH SLAB MATCHLINE -L- STA. 26+50 SEE SHEET 5FOR STRUCTURE PLANS, SEE SHEET S-? THRU S-? FOR -L- PROFILE, SEE SHEET 6 B-5619 4 NC License No. F-1235 919-714-8670 | meadhunt.com Raleigh, North Carolina 27601 111 E. Hargett Street, Suite 300 NAD 83/ NA 2011WETLAND AND SURFACE WATER IMPACTS PERMIT WETLAND DENOTES FILL INFF SITE 1 HC HC CLEARING DENOTES HAND E E E E F SITE 1 F E E IN WETLAND DENOTES EXCAVATION T SR 1389 (HARDY BRIDGE RD.) HEDGE W OO D SWOODS WOODS WOODS WOODS WOODS WOODS13' SOILCONC CONC CONCCONC 18' BST R/W MON. 42" CMP 42" CMP WB 17-E 268 RESTORATION SYSTEMS LLC DB 1228 PG 638 2 3 4 EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W OVERFLOW NEUSE RIVER OVERFLOW NEUSE RIVER WOODS 60.00'60.00'N 50°04'22" W362.67'N 27°45'38" E1304.04'N 31°45'38" E587.60' MB 13 PG 9 MB 13 PG 9 MB 13 PG 9 CONC WW CONC WW CONC WW CONC WWCONC RETAINING WALL CONC RETAINING WALL DB 1777 PG 198 WALL RETAINING CONC DIANE H. LYNCH JIMMY P LYNCH & REGINA HARDY ZANE WB 17-E 268 MB 13 PG 9 REGINA HARDY ZANE WB 17-E 268 REGINA HARDY ZANE CONC RETAINING WALL JOYCE HARDY AVERY LIFE TRUST DB 1021 PG 37 MB 13 PG 9 -L- STA. 20+50.00 BEGIN TIP PROJECT B-5619 -L- -L- PT Sta. 17+00.00 -L- STA. 22+00.19 BEGIN BRIDGE -L- STA. 24+12.81 END BRIDGE GREU TL-3 GREU TL-3 -L- STA. 21+89.31 BEGIN APPROACH SLAB -L- STA. 24+23.69 END APPROACH SLAB152025POT Sta. 10+00.00PC Sta. 10+18.22-L- STA. 19+75.00 BEGIN CONSTRUCTION TYPE-III TYPE-III TYPE-III TYPE-III 1 1 3 1 ENCROACHMENT ALLOWED. NO DISTURBANCE OR CONSERVATION EASEMENT, MITIGATION SERVICES *NOTE: DIVISION OF 15" RCP-IV TB 2GI TB 2GI STRUCTURE PAY ITEM CLASS II RIP RAP STRUCTURE PAY ITEM CLASS II RIP RAP ELB ELB W/ 2 ELBOWS 15" EST. 5 SY GEOTEXTILE EST. 1 TONS CLASS B RIP RAP PI Sta 13+65.31 D L = 681.78' T = 347.09' R = 1,475.00' -L- CURVE DATA F F F F F F SHEET 2 OF 12 PERMIT DRAWING Submitted 3/5/2021 333434343535 35353535 3535353535 35 363636363636 363636 36 3737 3737 3 7 373 7 373737 3737373737 37 37373737373737373737373838383838 383838 38 38383838 3838 383838383 8 3838 38383838383838 383838 38383838383838 383 8 383838383838383 8 38383838 3838 383838 383838 3 838 38 38 38 38383838383839 39 3939 3939 39 39 39 3939393939393939 39 39393939 393939393939393 9 3939 393939 3939393939393939 3939 393 9 3939 393939393939393939393939393939 3939 3939393939393939393939 39 3939393939393939393940404040 4040404040 40 404040 4040404040 40 4040404040 40 40 40404040404040 40 40404040 4040 4040 404040 40 40 404040404040404040404 04040 404040 40 40404040 404040 40 40 40 40 40404040404040 404040404040404040404040404040 4 0 40 40 40404040404 0 40404 0 4040404040 404040404040404040404040404040 4040 404040404040404040 404040404040404040404040404040404041 41414141414141 41414141 4141 41414 1 4141 4141 414 1 414141 41 41414141 4141414141414 1 414141414141424242424242 4242 42 42424242 4 24242 4242424242 42424242424242 42 4242 42 4242 4242424 2 424242 42424 2 42 4242424242424243434343 4343 43 43 43434343434343 434343434343434343434343 4343434343434344444444444444444444 44 4444444444 44444444454545454545454545454545 45 45 45 45 45 45 4 545 45 45 454545454646464646464646 46 46 46 464647 47 47 47 474747474747 47 474748 48 48 48 48 48484848484848 48 494949 49 49 49 49 494949494949 505050 50 50 505050505151 51 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 18-FEB-2021 18:32R:\Hydraulics\PERMITS_Environmental\Drawings\B5619_Hyd_prm_wet_con_psh_4.dgn1784rjdBRIDGE APPROACH SLAB MATCHLINE -L- STA. 26+50 SEE SHEET 5FOR STRUCTURE PLANS, SEE SHEET S-? THRU S-? FOR -L- PROFILE, SEE SHEET 6 B-5619 4 NC License No. F-1235 919-714-8670 | meadhunt.com Raleigh, North Carolina 27601 111 E. Hargett Street, Suite 300 NAD 83/ NA 2011WETLAND AND SURFACE WATER IMPACTS PERMIT WETLAND DENOTES FILL INFF SITE 1 HC HC CLEARING DENOTES HAND SITE 1 E E E E F F E E IN WETLAND DENOTES EXCAVATION T SR 1389 (HARDY BRIDGE RD.) HEDGE W OO D SWOODS WOODS WOODS WOODS WOODS WOODS13' SOILCONC CONC CONCCONC 18' BST R/W MON. 42" CMP 42" CMP WB 17-E 268 RESTORATION SYSTEMS LLC DB 1228 PG 638 2 3 4 EXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/W OVERFLOW NEUSE RIVER OVERFLOW NEUSE RIVER WOODS 60.00'60.00'N 50°04'22" W362.67'N 27°45'38" E1304.04'N 31°45'38" E587.60' MB 13 PG 9 MB 13 PG 9 MB 13 PG 9 CONC WW CONC WW CONC WW CONC WWCONC RETAINING WALL CONC RETAINING WALL DB 1777 PG 198 WALL RETAINING CONC DIANE H. LYNCH JIMMY P LYNCH & REGINA HARDY ZANE WB 17-E 268 MB 13 PG 9 REGINA HARDY ZANE WB 17-E 268 REGINA HARDY ZANE CONC RETAINING WALL JOYCE HARDY AVERY LIFE TRUST DB 1021 PG 37 MB 13 PG 9 -L- STA. 20+50.00 BEGIN TIP PROJECT B-5619 -L- -L- PT Sta. 17+00.00 -L- STA. 22+00.19 BEGIN BRIDGE -L- STA. 24+12.81 END BRIDGE GREU TL-3 GREU TL-3 -L- STA. 21+89.31 BEGIN APPROACH SLAB -L- STA. 24+23.69 END APPROACH SLAB152025PC Sta. 10+18.22-L- STA. 19+75.00 BEGIN CONSTRUCTION TYPE-III TYPE-III TYPE-III TYPE-III 1 1 3 1 ENCROACHMENT ALLOWED. NO DISTURBANCE OR CONSERVATION EASEMENT, MITIGATION SERVICES *NOTE: DIVISION OF 15" RCP-IV TB 2GI TB 2GI STRUCTURE PAY ITEM CLASS II RIP RAP STRUCTURE PAY ITEM CLASS II RIP RAP ELB ELB W/ 2 ELBOWS 15" EST. 5 SY GEOTEXTILE EST. 1 TONS CLASS B RIP RAP PI Sta 13+65.31 D L = 681.78' T = 347.09' R = 1,475.00' -L- CURVE DATA F F F F F F SHEET 3 OF 12 PERMIT DRAWING Submitted 3/5/2021 WETLAND DENOTES FILL INFF DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER SHEET NO.PROJECT REFERENCE NO.18-FEB-2021 18:32R:\Hydraulics\PERMITS_Environmental\Drawings\B5619_Hyd_prm_wet_psh_4_inset.dgn1784rjd8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALE 0'75'25'50'25' B-5619 4 - INSET R/W SHEET NO. NAD 83/ NA 2011 NC License No. F-1235 919-714-8670 | meadhunt.com Raleigh, North Carolina 27601 111 E. Hargett Street, Suite 300 HC HC CLEARING DENOTES HAND SITE 1 SITE 12323 SITE 1 SITE 1 - WETLAND IMPACTS SITE 1 SITE 1 - WETLAND IMPACTS E E IN WETLAND DENOTES EXCAVATION 3334343535 353535353535 36363636 373 737 37 38 38 3838 39 3940 4040 4041 414242444545 4546464747 474848 4949 50 505050 51 E E E E F F T WOODS CONC CONC CONCCONC 4 OVERFLOW NEUSE RIVER OVERFLOW NEUSE RIVER CONC WW CONC WW CONC WW CONC WW TYPE-III TYPE-III TYPE-III TYPE-III O STRUCTURE PAY ITEM CLASS II RIP RAP STRUCTURE PAY ITEM CLASS II RIP RAP ELB ELB E E E E F F T WOODS CONC CONC CONCCONC 4 OVERFLOW NEUSE RIVER OVERFLOW NEUSE RIVER CONC WW CONC WW CONC WW CONC WW TYPE-III TYPE-III TYPE-III TYPE-III O STRUCTURE PAY ITEM CLASS II RIP RAP STRUCTURE PAY ITEM CLASS II RIP RAP ELB ELB SHEET 4 OF 12 PERMIT DRAWING Submitted 3/5/2021 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120 130130 130 140140 140 150150 150 18-FEB-2021 12:37X:\4306200\180804.01\TECH\Hydraulics\PERMITS_Environmental\Drawings\B5619_Rdy_xpl_L.dgn1784rjdPROJ. REFERENCE NO.SHEET NO.0 6/23/1640 40 50 50 30 30 20+00.00 40 40 50 50 60 60 30 30 20+50.00 40 40 50 50 60 60 21+00.00 40 40 50 50 60 60 21+50.00 40 40 50 50 60 60 22+00.00 40 40 50 50 60 30 3022+50.00 X-1B-5619 -L- 5 10 BLWBLWBLWBLWEXCAVATION LIMITEXCAVATION LIMITFILL LIMITFILL LIMITCLEARING LIMITCLEARING LIMIT49.37 49.62 0.0230.025 49.86 3:13:1 0.0200.020 50.01 2:12:1 0.0200.020 50.11 2:12:1 0.0200.020 END BENT SLOPE CLASS II RIP RAP FOR END BENT SLOPECLASS II RI P RAP FOR36.33 0.0200.020 SHEET 5 OF 12 PERMIT DRAWING Submitted 3/5/2021 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120 130130 130 140140 140 150150 150 18-FEB-2021 12:37X:\4306200\180804.01\TECH\Hydraulics\PERMITS_Environmental\Drawings\B5619_Rdy_xpl_L.dgn1784rjdPROJ. REFERENCE NO.SHEET NO.0 6/23/1630 30 40 40 50 50 60 60 20 20 23+00.00 30 30 40 40 50 50 60 60 23+50.00 40 40 50 50 60 60 24+00.00 40 40 50 50 60 60 24+12.81 40 40 50 50 60 60 24+50.00 X-2B-5619 -L- 5 10 BLWBLWBLWBLWBLWBLWBLWBLWBLWEXCAVATION LIMITEXCAVATION LIMITEXCAVATION LIMITCLEARING LIMITCLEARING LIMITCLEARING LIMITCLEARING LIMIT34.16 0.0200.020 34.65 0.0200.020 46.86 0.0200.020 50.94 2:12:1 0.0200.020 END BENT SLOPE CLASS II RIP RAP FOR END BENT SLOPECLASS II RI P RAP FOR51.08 3:13:1 0.0200.020 SHEET 6 OF 12 PERMIT DRAWING Submitted 3/5/2021 Submitted 3/5/2021 Submitted 3/5/2021 Submitted 3/5/2021 Submitted 3/5/2021 Submitted 3/5/2021 HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -L- 21+92 to 24+35 LT Proposed Bridge Bents < 0.01 0.02 0.06 1 -L- 21+83 to 24+09 RT Proposed Bridge Bents < 0.01 0.02 0.06 2 -DR2- 10+42 to 11+05 LTFill< 0.01 < 0.01 3 -L- 29+12 to 31+94 RT Temporary Work Bridge 0.18 70 TOTALS*:< 0.01 0.04 0.12 0.18 0 70 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 12OF 1296" Drilled Shaft Casings will be used to construct interior bents in Neuse River, with a temporary surface water impact of <0.01 ac. WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSLENOIR COUNTYB-561945574.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS2/15/2021Submitted 3/5/2021