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Home My WebLink About20211491 Ver 1_Pasquotank_25_PermitDrawings_2021-09-27_20211012 Hi North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08;Released April 2018) FOR NCDOT PROJECTS WBS Element: 1713PA.R.99 TIP No.: County(ies): Pasquotank Page 1 of 1 General Project Information WBS Element: 17BP.1.R.99 ITIP Number: Project Type: Bride Replacement Date: 9/27/2021 NCDOT Contact: Galen Call Contractor/Desi ner: NV5 Engineers+Consultants/David Bocker,PE Address: 1020 Birch Ridge Drive Address:7500 East Independence Blvd. Raleigh,NC 27610-150 Suite 100 Charlotte,NC 28227 Phone:919-707-6711 Phone:704-566-4342 Email:gcgiLI@Lncdot.gov Email:david.bocker(@nv5.gom City/Town: Elizabeth City Count ies: Pasquotank River Basins: Pas uotank CAMA County? Yes Wetlands within Project Limits? Yes Project Description Project Length(lin.miles or feet): 0.14 Surrounding Land Use: lVaries-Primarily Farmland and Woodlands with adjacent Residential Areas Proposed Project Existing Site Project Built-Upon Area ac. 0.4 ac. 0.4 ac. Typical Cross Section Description: Bridge Replacement-33'Bridge Width(Out to Out) Existing Roadway-25'Bridge Width(Out to Out) Roadway Approaches-2 @ 11.5'Lanes Annual Avg Daily Traffic(veh/hr/day): Design/Future: Year: Existing: 2000 Year: 2016 General Project Narrative: The project consists of the bridge replacement(existing crossing consists of 1 @ 23,1 @ 20')of Bridge#690025 over a canal in Pasquotank County. Existing ditches are being (Description of Minimization of Water maintained as much as possible. The proposed stormwater runoff from the proposed bridge has been conveyed to a storm drainage system that outletsjust beyond the toe of Quality Impacts) the slope. It should also be noted that there are no deck drains and thus no direct discharge into the creek. Waterbody Information Surface Water Body(1): Canal NCDWR Stream Index No.: N/A NCDWR Surface Water Classification for Water Body Primary Classification: None Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? iYes Deck Drains Discharge Over Buffer? INo Dissi ator Pads Provided in Buffer? I N/A Deck Drains Discharge Over Water Body? INo I (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) STATE ST-I.PR°Ie T REFERE.I.N R��T T°TA See Sheet IA For Index of Sheets STATE OF NORTH C A R O L I N A °° SHEETS N.C. 17BP.1.R.99 I m ® DIVISION OF HIGHWAYS FAPRO.NO R PROJECT LOCATION cnN� (BRIDGE 25) 6• CANA1PASQUOTANK C� v- ' COUNTY <Z AP 6 O sP_Wl P i ' G FOREMAN SHEET RD LOCATION: BRIDGE NO. 25 OVER CANAL PERMIT DRAWIN A s ' ON SR 1144 (FOREMAN B UNDY RD) SHEET 1 01 5 o-^ � TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE cNESPR�g�P��PA • y��s� � ' p� V p�0 FLSJ Ps SR 11q< �I OK R 1740 m OY 1) D1TCN RD V'9 W RD � oy� WETLAND AND SURFACE WATER IMPACTS PERMIT 'V iOKIS,'C 14o ° BEGIN BRIDGE VICINITY MAP —EL— STA. 17+25.0 (NOT TO SCALE) 4 DETOUR ROUTE (APPROXIMATE LENGTH = 2.5 MILES) BEGIN APPROACH SLAB —EL— STA. 17+14.00 N END PROJECT EL— POT STA. 21 + 00.00 —EL— SR 1144 (FOREMAN BUNDY RD) `J /i TO SR 1300 TO US 1 BYP 1 I II � I 71 � I BE END APPROACH SLAB li E BEGIN PROJECT � —EL— STA. 17+91.00 a EL— POT STA. 13 + 85.00 L END BRIDGE _ —EL— STA. 17+80.0 CDol c° THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. INCOMPLETE PLANS THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. DO NOT USE FOR R<�V ACQUISITION CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE DOCUMENT NOT CONSIDERED FINAL p UNLESS ALL SIGNATURES COMPLETED o LIMITS ESTABLISHED BY METHOD II. c I _ Prepared for. Prepared by: HYDRAULICS ENGINEER V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH HIGHWAY ° DIVISION 1 NY5 L ADT 2016 = 2,000 'c 50 25 0 50 l00 V = 60 MPH NV5 ENGINEERS&CONSULTANTS,INC. 113 AIRPORT DR,SUITE 100 W STANDARD N,NC FICA 3 00 REGENCY PARKWAY,SUITE 100 � PLANS FUNC CLASS = LOCAL — 2018 STANDARD SPECIFICATIONS Q CARY,NC 2T518 P.919.851.1912 www.NV5.c°m � SUBREGIONAL TIER LENGTH ROADWAY STATE PROJECT = 0.125 MILES p „�m��a�m�n P.E. = . SIGNATURE: w LENGTH STRUCTURES STATE PROJECT 0010 MILES� 50 25 0 50 l00 RIGHT OF WAY DATE: L 0 KEVIN AUSTIN, PE PROJECT MANAGER TOTAL LENGTH STATE PROJECT = 0.135 MILES ROADWAY DESIGN d ab oy PROFILE (HORIZONTAL) STEPHEN C. BROWDE, PE ENGINEER #��p ®�� N ° LETTING DATE: ROADWAY PROJECT DESIGN ENGINEER oP TR ft" CD 10 5 0 10 20 Nam APRIL 21,2021 RYAN SHOOK N!o PROFILE (VERTICAL) NCDOTcoxTncT P.E. �tr� SIGNATURE: G' PROJECT REFERENCE NO. SHEET NO. NV517BP.l.R.99 4 RW SHEET NO. NV5 ENGINEERS&CONSULTANTS,INC. ROADWAY DESIGN HYDRAULICS 3300 REGENCY PARKWAY,SUITE 100 ENGINEER ENGINEER CARY,NC 27518 R 919.851.1912 —.NV5.com LceneeaF1333 BNC®AT](DLE ]E II�]LANS 00 NOT USB FOR �iW ACQUISITION 90 I � DOCUMENT NOT CONSIDERED FINAL DJJ UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING NO DECK DRAINS SHEET 2 OF 5 ON BRIDGE LQ N N III , N \� o _ N \\ ENDI BRIDGE I \ O -EL-STA.17+80.00 BEGIN TIP SITE 1 \ JOHN WAYNE BUNDY II O I O J DB 667 PG 338 40. 'LT BELINDA CORBELL W -EL- POT STA.13+85.00 \\ JOHN WAYNE & WINNIBUNDY DB 667 PG 335 P OP. SBG RAY BUNDY WILLIAM E BUNDY rX—X ST.17+88.00 TO 18+08.00 PC 30 PG 64 p o z 4 5 - - DB 667 PG 341 PC 30 PG 42 a X WI LLC m`- \�\ i It ISFD m N LYNESSIA B NEEDHAM 40.00'LT H DB 1015 PG 396 � ISFD ONC I IS CULT o DB 898 PG 627 2 FFE-12.59 ISFD 1 - I G FFE=12.88 Gp I 1 m SPECIAL CUT V DITC FFE-I28T / SEE DETAIL 4-B \ \ z m• p o t �I a SPECIAL CUT V DI II C I I BEGIN BRIDGE \ ao a I SEE DETAIL 4 C ti 50'TAPER E s ON RFMovE t is'nsPt� 18'CONC. ❑ m O EXI /Q -EL-STA.17+25.00 AT-1 N R -- DRIVE I I ryI + RETAIN IM 1 a Exlsr piw o1�2'STONE F F C __ C y F F C C I GREU TL exlsT�w �Ie'HDPE IS'RCP ¢� PE lll o• 8: pE REMOVE _ TO 9.19' so'� 1 SR 1144"o umv BUNDY RD)23,BST N S 47'0/'46.5"E 1 40 TL 2GI _EL_ N w REMOVE I TO HWY 17 TO CHAPANOKE RD w d 040 TB 2GI 18"RCP-IV � ty,t -- --- _T _ so 40 ---------- — 'R 25'R GR TLC IS^RCP --- --- F - - -. l8'R P -+ I'STO 0'R — C PE � EXIST R/w REMOV ECM hi DRNE C __ 4 10 ! 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F-1 No ro Sale) Front Nptro Sale) Front o Dt6 Dnch D.h END APPROACH SLAB N—I A" Sla Natarol 3''N Slop' Natural L 3' Sl°p° y BEGIN APPROACH SLAB �I -EL- STA.17+14.00 TYPE-III i) TYPE-III -EL-STA.17+91.00 Ground a7 D Graaaa 3.7 D Graaaa 3.7 D Min.D=1 Ft. Min.D=0.5 Ft. Min.D=1.5 Ft. N E C N 0 S 47'01'46.5"E FROM -L-STA.13+85 TO STA.14+25 RT FROM -L-STA.15+50 TO STA.16+00 LT FROM -L-STA.18+50 TO STA.21+00 LT c DETAIL 4-D w STANDARD 'V'DITCH vi (Not to Scole) TYPE—III TYPE—III � i+J croe D ° BRIDGE AND ROADWAY RELATIONSHIP SKETCH Min.D=1 k. 0'0 SR 1144 BRIDGE NO.25 OVER CANAL FROM -L-STA.17+78 TO STA.17+93 RT (NOT TO SCALE) N= NOTES: SEE SHEET 6 FOR —EL— PROFILE D,� PROJECT REFERENCE NO. SHEET NO. 17BP.l.R.99 4 " N V RW SHEET NO. NV5 ENGINEERS&CONSULTANTS,INC. ROADWAY DESIGN HYDRAULICS \ 3300 REGENCY PARKWAY,SUITE 100 ENGINEER ENGINEER CARY,NC 27518 R 919.851.1912 —.NV5... 4 ceneeaF1333 BNCOMPLE ]E PLANS DO NOT USE FOR <iW ACQUISITION NO DECK DRAINS �� , DOCUMENT NOT CONSIDERED FINAL OJ UNLESS ALL SIGNATURES COMPLETED ON BRIDGE PERMIT O 15G SHEET 3 n m C) v. ENDI BRIDGE -EL-STA.17+80.00 (� _ BEGIN TIP \J SITE 1 JOH B 6 NPG BUNDY I LT O O BE DA CORBELL -EL- POT STA.13+ 0 I JOHN WAYNE & WINNI BUNDY D 667 PG 335 P P.20 .SBG RAY BUNDY WILLIAM E BUNDY X—X .17+8800 TO 18+08.00 PC 30 PG 64 U PC 30 PO 42 Z X DB 667 PG 341 -- WINDCHASER LLC CULT D �e oNc 40. • O B O II 5 PO 396 LY ES B NEEDHAM ISFD I V ISFD 2 8 PG 627 FE=12.59 I ISFU - C FFE=12.88 Cp I I �• / SPECIAL CUT V DITC Q FFE=I28P li k SEE DETAIL 4- ° BEGIN BRIDGE o �� sEEcpELITAc'I!L DI S50TAPER E s oN REMOVE t 6'AS A V 'CON. I�+ o -EF STA.17+25.00 R RNE EXI RETAIN R A N EMIT aiw STONE _ — — — C HW _ 'HD 0 T6 2G -� e • i IS'RCP 1 ¢� e — S 1144 ST '� S 4T 0/'465"E �' - " I � -EL- W rAvr n �—�-- ��------ TO CHAPANOKE RD w d -. 040 TB 2GI 18"RCP-IV - - - -- 'R 25'R -GR 13°RCp EXI5T Fi REMOV 1 ECM g D VE _ 2GI �' L 40 N� �, exlsr aiw i — N IS CMP INV-.10' RETAI Ta' 4D v .c N° 0'TAPER c STON -1 REM X w "I v s. 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Min.D=0.5 Ft. Min.,)D=1.5 Ft. 0 S 4 0/'46.5"E \ /�° .n FRO -L- 13+85 O .14+25 ITT FROM -L S .15+50 TO STA.16+00 LT FROM -L-STA.18 50 TO STA.21+00 LT w \J�/// Q DETAIL 4- N � STANDNaD s IDI CH TYPE-III TYPE-III 71 W C�J ,5 Ground N'u 3A 3, ✓> ° BRIDGE AND ROADWAY RELATIONSHIP SKETCH Min.D=1 k. 0'0 SR 1144 BRIDGE NO.25 OVER CANAL L .1 +78 TO STA.17+93 RT (NOT TO ALE) ti= NOTES: SEE SHEET 6 FOR -EL- PROFILE G' PROJECT REFERENCE NO. SHEET NO. NV517BP.l.R.99 4 RW SHEET NO. NV5 ENGINEERS&CONSULTANTS,INC. ROADWAY DESIGN HYDRAULICS 3300 REGENCY PARKWAY,SUITE 100 ENGINEER ENGINEER CARY,NC 27518 R 919.851.1912 —.NV5... SITE 1 LceneeaF1333 DO NOT US6 FOR �iW ACQUISITION III - E + 5 2 ❑ 5 S A N S 5 5 ' 2 CORED SLAB DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PESHE RMI TDRAOWI 5G I I I 15 00 16 00 17 00 18 00 19 + 00 2 0 00 ill / LcODy n it - - - - - li - - li l II STREAM NOTEo CHANNEL IS 20'-40' WIDE W/ 3'-4' HIGH BANKS ABOVE NWS; STABLE BANKS. BED MATERIAL IS SANDY CLAY, FLOODPLAIN IS RESIDENTIAL AND CROP FIELDS. O 1 O y C N 0 C W !n H E W (L .Oi N U O i v= o� 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 Fill In Fill In 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) 1 -EL- 17+25/17+80 1 Span @ 55', 21" Cored Slab < 0.01 0.01 39 55 TOTALS*: < 0.01 0.01 39 55 0 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 9/27/21 PASQUOTANK COUNTY 17BP.1.R.99 Revised 2018 Feb SHEET 5 OF 5