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Home My WebLink About20200406 Ver 1_BR-0117_PERMITS_WETLANDS_20200103_20200325North Carolina Department of Transportation %¢ Highway G Storrtiwatcr Highway Stormwater Program,,/ STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 48826.1.1 TIP No.: BR-0117 County(ies): Northampton Page 1 of 1 General Project Information WBS Element: 48826.1.1 ITIP Number: BR-0117 Project Type: Bridge Replacement Date: 12/20/2019 NCDOT Contact: David Stutts, PE Contractor / Designer: Kisinger Campo & Associates Address: 1000 Birch Ridge Drive Raleigh, North Carolina 27610 Address: 301 Fayettville St., Suite 1500 Raleigh, NC 27604 Phone: (919) 707-6400 Phone: (919) 822-7839 Email: dstutts(o-)ncdot.gov Email: jmcnulty(a-)kcaeng.com City/Town: Garysburg County(ies): Northampton River Basin(s): Roanoke I CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 510 ft. I Surrounding Land Use: I Mostly aggricultural, with a high school to the east of the bridge location. Proposed Project Existing Site Project Built -Upon Area (ac.) 0.3 ac. 0.3 ac. Typical Cross Section Description: The proposed typical section on either side of the bridge will be normal crown with cross slope of 0.02, and consist of two 11' lanes with 2' paved shoulder and 3:1 side slopes to existing ground. The bridge typical section will be supered towards RT with a 0.04 cross slope, and consist of two 11' lanes with 4'-5" shoulder. Existing roadways consists of two 11' lanes, with 3' unpaved shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 610 Year: 2016 Existing: 610 Year: 2016 General Project Narrative: (Description of Minimization of Water Quality Impacts) State project 48826.1.1 will consist of replacing the structurally deficient NCDOT bridge #650052 between SR 1313 and NC HWY 186 over Gumberry Swamp. The proposed replacement structure is a 2-span (1@30'-0", 1 @65'-0") 21" PCCS and 24" PCCS, respectively with 2.5' caps with an out -to -out deck width of 30' which will replace the existing 4-span (1 @18'-1", 1 @16'-6", 1 @17'-3", 1 @17'-7"). Roadway fill slopes will be 3:1 or flatter except around bridge opening where they vary to 1.5:1, with a 4' vegetated shoulder, to encourage a diffuse flow pattern and passive stormwater treatment. Roadway fill slopes are maintainated at 3:1 to minimize filling into the wetland sites. Stormwater runoff from the bridge and roadway will be collected by traffic bearing grated inlets where it will be outlet at dissipator rip rap. Dissipator rip rap pads are used to minimize the velocity of water into surrounding wetlands. 2 ditches, located at the northeast and northwest corners of the project will be used to maintain existing drainage patterns, also with dissipator pads to discourage erosion. No deck drains will be used for this project. Waterbody Information Surface Water Body (1): Gumberry Swamp NCDWR Stream Index No.: 23-32-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? iYes Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? INo 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) 0 E 0 z 0 z I N m L CD 0 �M m� I 0 V NU XY OX� ooa N� zo QN U ?�C c)0 C See Sheet 1 A For Index of Sheets STATE OOFNO1I TH CAROLINA sT�Te a*�Te FRo, � Na A�F �° Novo BR-0117 DIVISION OF HIGHWAYS F.— D oN O `G� ' F��N 48826.1.1 PE a ;'�Pr,Q 48826.2.1 RWW, UTILITIES Y �99 48826.3.1 2020001 CONSTRUCTION NORTHAMPTON COUNTY 0 52 PR JECT I CATION � ry 5Q LOCATION. BRIDGE 650052 ON SR 1313 (HARGRAVES RD) W ET L AND & K� Qo 3o OVER GUMBERRY SWAMP STREAM IMPACTS PRI E RD. ti SR 1 71 F2 s9,�� 1/32 02 0 • • J TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE sPQ�o� PERMIT DRAWING V SHEET 1 OF 8 Wj JACKSON BY-PASS RD. SR 1311 z O n � ti Q Qz— 30 z w w Wow 000 DETOUR 4C�81 o N O VICINITY MAP Q ECT BR-017OBEGIN TIP PR BEGIN BRIDGE `O ±L- ST6.13+77.6TP+E END J 6 i PROUU CT BR-0117 �<uQ� -I- STA. 10+SS. F SR 1311 (JACKSON BYPASS RD) L SR 1314 (PLEASANT GROVE RD) i -L- SR 1313 (HARGRAVES RD( 5` \/ + END BRIDGE m STA. 14-+75-03 SAG -L STA 16+90.05 -L- _ _ (-)1.4340%►- (+)0.5413% O CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II THIS PROJECT IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES. DOcuMENT NOT CONSIDERED FINAL N THS IS NOT A CONTROL OF ACCESS PROJECT. UNLESS ALL SIGNATURES COMPLETED V 1PRE1LIMINARY PLANS DO NOT USE FOR CONSTRUCTION VKCAINC GRAPHIC SCALES DESIGN DATA PROJECT LENGTH FIRM LICENSE No: C-1506 301 Fayettville St., HYDRAULICS ENGINEER Suite 1500 50 zs 0 50 l00 ADT 2016 = 70 T DMPH LENGTH LENGTH ROADWAY TIP PROJECT BR-0117 = 0.115 MILES STRUCTURES TIP PROJECT BR-0117 = 0.018 MILES KISINGER CAMPO Raleigh, INC 27601 & ASSOCIATES (919)882-7839®�®R?�� 2018 STANDARD SPECIFICATIONS PLANS = 55 P.E. 50 25 0 50 100 * TTST =3%D DUAL 3% TOTAL LENGTH TIP PROJECT BR-0117 0.133 MILES — RIGHT OF WAY DATE: JOHN P. MAZERES, PE SIGNATURE: FUNC CLASS = DECEMBER 18, 2019 ROADWAY DESIGN ENGINEER PROJECT ENGINEER PROFILE (HORIZONTAL) LOCAL RURAL g �@ ®SUB LQ l0 5 0 l0 z0 —REGIONAL TIER NCDOT CONTACT: DAVID STUTTS, PE LETTING DATE: ALLEN J. MCSWAIN PROJECT DESIGN ENGINEER SMU PROJECT MANAGER MAY 19, 2020 PROFILE (VERTICAL) P.E. SIGNATURE: E E DENOTES PERMANENT / Y E E EXCAVATION IN WETLANDS / STA = 14+93 L RT Q10 = 0.2 Cfs F F DENOTES PERMANENT / V10 = 0.3 fps Z F F FILL IN WETLANDS➢o \ Z ******* DENOTES MECHANIZED CLEARING IN WETLANDS DENOTES TEMPORARY \ No IMPACTS IN SURFACE WATE S� O s s DENOTES PERMANENT SITE l SITE s s IMPACTS IN SURFACE WATE CULT WOODS y O��i WOODS S � E% R/W MAINTENANCE E E -F PD -F- R _F — — x MAIrvTErvANCE ' - - ----- _ SR IN/ 60' - - SEAT= n SE 7' _____L�_______________________________ (JACKSON BYPASS RD) tf3313 (HARGRAVER#D58rhWGRAVES RD)l8'8ST N A-44'24.46'E SEAT = a SE 83' SR 1313 (HARGRAVES RD)15'GR SR 1314!PLEASANT GROVE RD) • --- -- - BY MAINTENANCE R/W MAINTENANCE 6D' Emsnu - - - - X—X— -F- E E cc \ (" POCKE WB X 48' WY X�' .�.. � XX—XX�\ \ WOODS CULT i � k �' WOODSI' ALL WETLANDS AREAS DETERMINED BY THREE OAKS ENGINEERING IY �' AS WETLANDS WA, WB POCKETWE `1' � � �' IY �' L' � �' IY �' IY L L' / Nk \ 1' k Ai Y / STA = 14+93 L RT Y Y Q10 = 0.2 cfs VIO = 0.4 fps I I. -L- SR /3/3 (OVER GUMBERRY BMl"l0 -L- STA 11-+53J9, 55.1/' RT EL = 106.01 R/R SPIKE 18' OAK PROJECT REFERENCE NO. SHEET NO. BR-0I17 4 WW SHEET NO. ROADWAY DESIGN I HYDRAULICS ENGINEER ENGINEER PRELIMINARY DO NOT USE FOl PLANS I CONSTRUCTION IINCOMPLE E PLANS DO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL WSIGGNNATURES COMPLETED TNEOFFICEARED NOF: KC NO 301p F Sult 81500 at 1'606 KISINGEERR CAMPO Rl—g8, NC 2T801 ASSOCIA ES (919)882-7839 PERMIT DRAWING SHEET 2 OF 8 PI = 11+45.00 Pl - - P/ = 16+42.00 EL = 108.5/' EL = 107.62' EL = 104.94' - VC = 180' - VC = 120 —_ VC = 220' - - - —_ - />55 - K = 118 120 DS =1 MPH DS /l5>55 MPH DS = >55 YPHI 120 BEG114 GR6,DE — —L— A.10 55. — 0 — — — — — — — — — — — _ L.L— 13 77. 110 110 - P 0 P 0 S D 25 YR — - 400 — - —J0. 000° (—) _ a 340 P - o os 10210o vR —_ - - - - - — 7_ BO _ _ — — EL = 102.9' ___ ___ ___ _ _ —_ ` 100 %- - ,+ 100 — --- — — — > ' EN GRADE — — — — NORMAL ATER SURF CE EL VATIC I: 100. ' I T� I — — -L- TA.17+55.DO 90 ( 8-20 9) o 9 o 9 , W 90 - -- --- -- - - -- - - - - BRIDGE HYDRAULIC DATA - W W W DESIGN DISCHARGE - 600 CFS DESIGN FREOUENCY = 25 YRS a - — DESIGN HW ELEVATION = 1021 FT 80 "� o BASE DISCHARGE BASE FREQUENCY = 950 CFS = l00 YRS 8U n �!I *�_ BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY = 1029 FT = 2525 CFS = 500+ YRS Hill W W LU OVERTOPPING ELEVATION = 105.4 FT — — — - - —_ -- - - —_ —_ —_ -- -- —_ - - DATE OF SUR✓EY = 11412019 70 W.S. ELEVATION = 99.7 FT 70 I I 1 1 60 - - 1 WH - 1 - — -- — - - - 60 + I I I 10 11 12 13 14 15 16 17 18 G� \ °J E E DENOTES PERMANENT / E E EXCAVATION IN WETLANDS / ,Y Y � I F F DENOTES PERMANENT / F F FILL IN WETLANDS ******* DENOTES MECHANIZED Y HF HF NF Nf NF NF iE CLEARING IN WETLANDS DENOTES TEMPORARY , I IMPACTS IN SURFACE WATER I I SITE l s s DENOTES PERMANENT s s IMPACTS IN SURFACE WATE CULT `. II c 1 1 1 1 WOODS I 1 1 1 \ - - .. .. E% R/W MAINTENA C — - �, \ SR IN/ `a 60 - SEAT=PXSECM (JACKSON BYPASS RD)SR 1313 fRARGRAVBSt IiID13 iBN7GRAVES RDJB'BST N 4-44'29A6'E SEAT= 4 °i' p SE ------- — STA = 14+93 L RT Q10 = 0.2 Cfs V10 = 0.3 fps _�E 2-L SITE I 1 11 I -- , I i I E SR 1314 !PLEASANT GROVE RDJ l SR 3/3 (RARG2,11/ RDJ lL5- R - _ 15 -NAINTEAANEE_ - \ �__--.6U — — — _ 46wwx ---' // / -'; -^ ` �.. .� \\ WOODS ' ,� ' CULT I I III �f r l r _ \ EL ALL ALL WETL{NDS AREAS DETERMNJED BY THREE OAKS ENGINEERING AS WET VANDS WA, WB STA = 14 + 93 L RT Q70 = 0. cf fp s ps I I, Z O Z � (7 w Oz� O PROJECT REFERENCE NO. SHEET NO. BR-0/17 4 RW SHEET NO. 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SHEET NO, BR-0117 4 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY 00 NOT USE MIL ]PLANS CONSTRUCTION INCOM]PLE E ]PLANS W NOT USE FOR / W ACQUISITION / DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PSEPASED IN XC HIS LICENSE XS: C-160b TXE OFFICE OF: KC 301 FayStteNC 27 St.. v S,LtS 1500 aSINGER CAMPO Sa10i9N, NC 2]b01 ASSOciA Es (919)332-]339 SITE S 1 PERMIT DRAWING 11 SHEET 5 OF 8 STA = 14 + 93 L RT Q10 = 0.2 cfs V10 = 0.3 fps PD -------- �� riiAiMa� I A�w �lw�� Y • co •rffE ----------- ------ - S -- --- ---- ---------------------------------------- 87' --L ------------------------------- 83' ----------------------------------------------------------------- ---- % --------------- Fr �E �E �E �E - �E �E BF-W 7E 7E 7E E E ---------------- ' STA — — 14 + 93 L RT '--------- ' I `1` Q10 0.2 cfs , ``, ------- ' „ V10 0.4 fps �e ---- , -- T Il cD : 0 5 10 PROJ. REFERENCE NO. SHEET NO. N � �TT BR-0117 X-4 150 1 1 0 1 0 1 0 1 0 0 0 0 50 40 0 1 1 20 30 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 - - - - - PERMIT DRAWING - - It I fl - SHEET 7 OF 8 - - ---- ---- --- ---- --- —V --- -------- — - TU Hill W a W a LLLL EH om o n= - - $ - - - - z� a go - - — - - - — -- — - W 0.0 5 0.025 104.70 �__ -- ----- - - In --- --- --- --i --- --- -- ------- - - -- - - ------- --- Q E - - - a ~ / om �o o 0.0 5 0.025 x- a / - L 44 --- —_ -- -105.05 — — — — E C w 15 + 0.00 - WH - -- -- -- -- --- w U --- -- -- ---------- -- --- --- --- ------- -- --- ---- --- - -- --- ----- --- U N DD ti D D i f 5L C L i lua 0 Z O B _ � J¢ - r -- y 0. W i 1 III,, lill'' I ... I Ir 1 +- 0-0 NNQ V iU -XY OX— NBA ONa Nn -- - - — — - -- -- — — -- -- - -- Zm ��C /� 1 0 1 0 110 130 110 190 0 0 0 0 0 40 30 20 1 1 - 20 30 0 0 0 0 0 1 0 1 0 1 0 140 1 0 WETLAND AND SURACE WATER IMPACTS 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 13+72 / 14+11 Proposed (Begin Bridge) End Bent < 0.01 < 0.01 0.01 < 0.01 0.01 12 40 1 14+09 Proposed Bent Impacts < 0.01 2 14+43 / 15+17 Proposed (End Bridge) End Bent < 0.01 < 0.01 0.03 < 0.01 66 TOTALS*: < 0.01 0.02 0.05 < 0.01 0.02 12 106 0 *Rounded totals are sum of actual impacts NOTES: Site 1: Permanent Fill in Wetlands 36 sq ft Site 2: Permanent Fill in Wetlands 388 sq. ft Excavation in Wetlands: 356 sq ft Temp. SW Impacts: 266 sq. ft Permanent SW Impacts: 17 sq. ft Excavation in Wetlands: 424 sq. ft Permanent SW Impacts for permanent piles: 7 piles at 0.15 sq. ft./piles = 1 sq. ft Revised 2018 Feb