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Home My WebLink About20200187 Ver 1_050001_HYD_PERMITS_COMPLETE_20200204H1 hwa North Carolina Department of Transportation �t Stot7lYlWiltel Highway Stormwater Program ./mil? STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 176P.R.11.175 TIP No.: SF-050001 Count ies : Avery Page 1 of 9 General Project Information WBS Element: 17BP.R.11.175 ITIP Number: SF-050001 Project Type: Bridge Replacement Date: 10/23/2019 NCDOT Contact: Kevin Hinin - Division Environmental Officer Contractor / Designer: RK&K - Audrey Burnette, PE Address: 801 Statesville Road North Wilkesboro, 28659 Address: 900 Ridgefield Drive Suite 350 Raleigh, NC 27609 Phone: 336-903-9129 Phone: 919-878-9560 Email: k'hinin ncdot. ov Email: aburnette rkk.com City/Town: Linville County(ies): Avery River Basins : Catawba I ICAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 316 ft. 0.060 mi.) Surrounding Land Use: JRural Proposed Project Existing Site Project Built -Upon Area (ac.) 0.3 ac. 0.2 ac. Typical Cross Section Description: 2-lanes at 10' each with 4'-9" paved shoulders that taper down to 3'-0' unpaved shoulders for the last 200' of the project. 2-lanes at 8' each with 1' unpaved shoulders Annual Avg Daily Traffic (veh/hr/day): Design/Future: Year: I Existing: Year: General Project Narrative: (Description of Minimization of Water Quality Impacts) This project replaces existing bridge #01: 2@36', for an overall length of 70'. The bridge consists of timber floor on I -beams with reinforced concrete abutments and pier. The bridge is 18' wide out -to -out. The proposed bridge will be a 2@45' cored slab for an overall length of 90'. The bridge width is 33' out to out. The proposed bridge will incorporate a 4' cap with sloped abutment on the right side and a vertical abutment on the left. There is a slight increase in the impervious area of the project, however there is no significant increase in the discharge from the roadway runoff. Waterbody Information Surface Water Body (1): Linville River NCDWR Stream Index No.: 11-29- 1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Trout Waters Tr Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? I N/A 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) LL. yo66, dON ,.tiey Rd4.1 a, �\ a oe R` Ln °o o'-and-Rd z J e<e�h S rn BRIDGE 1 0 a. US-221 m4.1 As St' . .r 3; Beech St. NeWWrdNw�y� Ilk � a ¢e� A�� 0,6 m �° Fir St -' Gr 0o c Grape Q� o Hi o Hickory Y U 1. 00 1,000 2,000 o -- — Feet, �� R#fg!( 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- 10+75 LT Bank Stabilization < 0.01 < 0.01 52 36 2 -L- 10+g5 - 11+30 LT Work Pad Removal of Interior Bent 0.0 40 3 -L- 11+05 - 11+15 RT Vork Pad Installation of Interior Ben < 0.01 24.7 TOTALS*: < 0.01 0.0 52 101 0 *Rounded totals are sum of actual impacts NOTES: Total amount of clearing is 0.14 acres TEMPORARY WORK PAD DETAIL NOT TO SCALE WIDTH OF EXISTING INTERIOR BENT \.I IP INIYLL ULV NATURAL GROUND TOB EL. = 3627.3' ----------------------- GEOTEXTILE FABRIC SECTION A -A FACE OF EXISTING INTERIOR BENT i i r CLASS A RIP RAP i t. L/'1JJ 11 nll I\/11 SECTION B-B WORK PAD FOR INSTALLING PROPOSED BRIDGE = 3623.5' 7 ------------------- CHANNEL BOTTOM APPROX. EL. = 3622.4' TEMPORARY WORK PAD DETAIL NOT TO SCALE WIDTH OF EXISTING INTERIOR BENT = 3623.5' 7 \.I IP INIYLL ULV SECTION C-C FACE OF EXISTING INTERIOR BENT i i NATURAL GROUND CLASS A RIP RAP TOB EL. = 3626.8' 1.0' X NA NWS EL. 3623.5' I ------------------- CHANNEL BOTTOM APPROX. EL. = 3622.1' / 36" PIPE CLASS II RIP RAP (LOCATION GEOTEXTILE FABRIC MAY VARY) SECTION D-D WORK PAD FOR R1EMOVAIL, OF ]EXISTING BRIDGE 050001 PROJECT REFERENCE NO. SHEET NO. 178R.11.R.175 2D-1 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRAWING SHEET 6 OF 8 DRAINAGE DETAILS DETAIL A DETAIL B DETAIL C LATERAL BASE DITCH LATERAL BASE DITCH STANDARD BASE DITCH ( Not to Scale) ( Not to Scale) b (Not to scale) b Natural � Natural _ Natural Natural • N Ground 1 1 Ground Ground % 1'iFi. FIII ?, 1 [Ft. Fill Ground �. D ti' Slope D D d Slope GEOTEXTILE B " p Min. D= 1.5 Ft. Min. D=1.5 Ft. Min. D=1.5 Ft. +_• B= 2 Ft. Max. d = 1.5 Ft. b = 5 Ft. B = 2.0 Ft. 'When B is < 6.0' B= 2 Ft. —L— STA 12+73 RT L=53'; s=1.32 % Type of Liner= CL B Rip —Rap b= 5 Ft. FROM —L— STA. 11+75 TO STA. 12+25 RT BEGIN EL=3,627.7'; END EL=3,628.4' FROM —L— STA. 11 + 52 TO STA. 11 + 75 RT DETAIL D RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. 1.0'nnl , 1:5 GEOTEXTILE Type of Liner= 40 TONS•CL B Rip -Rap Geotextile= 85 s FROM —L— STA. 10 + 72 LT FROM —L— STA. 10 + 74 RT FROM —L— STA. 11+28 RT FROM —L— STA. 11 +45 RT PLANS PREPARED BY R�C�C RUMMEL, KLEPPER & KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 • (919) 878-9560 - 050001.- PROJECT REFERENCE NO. SHEET NO. 17BP.N.R.175 4 WETLAND AND SURFACE WATER I M PA PERMIT NAo 8� 7G ROADWAYIGN HY SHEET NO.DRAUS \ 11 ENGINEER ENGINEELIC R 6 PERMIT DRAWING 1 1 1 SHEET 7 OF 9 INSE B I I NO MORE THAN 50% OF RIVER FLOW m� �� ' SHALL BE BLOCKED AT ANY ONE TIME. UNLESS ALL COMPLETED I ORK PAD 72•WW x % INSE A I� zo . �'� -z I \ —> N -ilVILLEIRESORTS, INC. g o SCALE \ I PER IOUs 00 \ F SCALE XMARION /P. CALHOUN _ Ef INSET m DI TEMPORARY SURFACE 1" 40` WATER IMPACTS I NO TAGS I UNKNOWN 36 INCH ,� esr i ` PIPES N OWNER 1 —2 - REBAR y W1 I , CCNC \ � SEE INSET B � 1 I L — PD E 44 �- _ SY TEM - -- DRVAWAY IN / a TYflM,'5-5.-SHEETS ~48, 3 RROPEarr ` �_ � wA uNE = Exl r1Nc Ri C - _ _— Rt'TA pNrER LINV N TEMP RAR S RFACE S r BRA TO DRAIN < SYSiEM '-- -- W !$BIG IL S SHEETS ! ----- --_ WA E IM AC S � �` I'`RcPrs n1 � 1 F RIP �I RIP tAPB---- C • 0 I; � ag RUFF/M ST �'— - - S H 040 GREU ITL-2 o J'' ___— ~ ` r C1 I R Tp N O ., H5 TAIc F �� 48, Wo X NolR'y0 sr 1 -- l0 00 I - TB2cl gsI // i ' �'� w I, w -� _ \ - _ _ PUE 0 -+ - c c _ � --GKEff N'L� '! F�ROPTy ERLINE_ PERMANENT SURFACE- I I m R=25' �xlsTING R1W �l WATER IMPACTS II RIP ,� 21' REBAR �S F W/GEO c 51' - F REBa I I m oos 40 \ I � _ '041 ^' � ' � STANDARD BASE DIT6f01L R=2S' // S �� PDE �1 SEE DETAIL C I - Lu PD E 40 ,J, DAVID R. DEAL III I m \ i R -111 pRIPRAP AT BAN EN F D LATERAL BASE DITCH, JENNIFER F. EVERHART cl-JAB ICE S. DEAL SEE TAIL D SEE DETAI B �F P E T5 SEE I SET C 8 TONS CLASB RIP RAP c�o W/21 SY GEOF B, MATTI f m x 1 2G1 SORTS, INC. 1 40Q c1d�A�PAHLl 1 GREU ATERAL BASE DITCH DRIVEWAY /CLASS B RIP RAP m 1 2 T INS CLASS B RIP PAP r / SEE DETAIL A F = W/ SY GEOFAB MATTING j IMPERVIOUS DIKE — m SCALE BRIDGE SKETCH / BEGIN APPROACH SLAB END BRIDGE I I 0 �^ BEGIN BRIDGE J o` -L- STAX-F57.84 -L- STAll+6I.09 i 1 0 -L- STA10+68.71 TYPE -III m TEMPORARY SURFACE I N SET C. SHOP CURVE m b WATER IMPACTS TYPE -III � Io �� /T �ES REBAR , I w c N If 02' 28-l' N o�'2G'ss° E °a"� -L- o aa.ao I DENOTES IMPACTS IN o N 02*21 w a SURFACE WATER TYPE -III g, RK K END APPROACH SLAB P: (018) 87&8560 -L - STA. II +71.96 8601 Six Forks Road, Forum 1,Suite 700 JTYPE—ul o Raklgh, Norih Carolina 2767 S39fi0 T DENOTES TEMPORARY PROP.s OULOEH BERM GUT NCLeasallo.Fo„z ;= IMPACTS IN SURFACE WATER -L- sTA.u+7LOI To II+8s.69 LT & HT —Ak. Cooalm wo Managers Rlannars 5cientlas PAVEMENT REMOVAL FOR PROFILE SEE SHT. 5 Resp... -Paonl, I Greatry SWatlons LIN 050001 PROJECT REFERENCE NO. SHEET NO. 17BPJl.R.175 1 4 RW SHEET NO. X WETLAND AND SURFACE WA I M PACTS PERMIT NAD �,n 8 6 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER O o I /W NO MORE THAN 50% OF RIVER FLOW PERMIT DRAWING SHALL BE BLOCKED AT ANY ONE TIME. SHEET S OF 9 INSE B ' ca l-"\ DOCUMENT NOT CONSIDERED FINAL , � UNLESS ALL SIGNATURES COMPLETED I ' ' m x ORK PAD — se°woa m � _ ' ' Tz°ww z X INS B ,� A IF o 0 1 rA40' �JVILLE RESORTS, INC. I o o I F \ I PER IOU00 S uu 65 EEmINSET m scALE 'MARION P. CALHOUN� ' w \ DI TEMPORARY SURFACE 1"=40' I z WATER IMPACTS NO TAGS�UNKNOWN OI � 36 IN � _ 2 ` PIPES U WNER I REBAR A vi D -D SEE INSET B I C°NC — I - RE AIN PD E—� �ASPAHLT I X— 48"' WD 3 PRoRrY aE I LINE =EXISTING R/W S (� SY TEM - Ilrly=d� d1,VEWAY PLANTER - SYSTEN / Tt4OMA5-5.-SHEETS------------- ---- NC. S , GRA TO DRAIN M GBIG�iIL S. SHEETS i PO IM SURFA E - = 1- WA ER IMP CTS � � � ' RCP C � I � cR L. , _ _ RIP F -�_ _ _ _ - — R(/FF/N ST '2" S o F GREU ITL-2 W F ° x N J = o " — Q W —_--- --� 009 M/T 0 woo _ SR 1 I I N - O O O4O A REBAR �,pR TAPE F i',4 D �\ _ Np� I -i IQ �� TB2'GI �of EMp - N PULE. —) c G O - `--GRELT 7L--2 �/ PROPERTY LINE _ PERMANENT SURFACE I I F c m R=25' ExlsnNCR/w r`J WATER IMPACTS I ' I CL II RIP 211 REBAR I N w W/GEO - I 40 REBA ODS 1 � 041 I = STANDARD BASE DITCH "h R=25' S PDE SEE DETAIL C CRIPRAP AT MBAN EN PDE pE 40 I DAVID R. DEAL RCp_III, LATERAL RA BASE DITCH, ? JENNIFER F. EVERHART m 1 SEE ETAIL D SEE DETAI B o _ JANICE S. DEAL I PDE SEE I SET C 8 TONS CLAS B RIP Y A W/21 SY GEOF B MAT1I1 4 LINVILLL SORTS, INC. m T 2GI 1�3 ✓ �040 = S I A AAHLT I GREU CLASS BASE DITCH VEWAY 2 T INS CLASS B RIP RAP /CLS B RIP RAP / W/7 SY GEOFAB MATTING SEE DETAIL A IMPERVIOUS F/ DIKE WORK PAD o 1"=40' REBAR N 02'26'S3° c N 02`21'I9,, P:(919)878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, Noah Carolina 27615-3960 N Li n N. - C Engineers I Construction Managers I Planners I Sciendsls PAVEMENT REMOVAL FOR PROFILE SEE SHT. 5 —.d..�m ReaPonarve People I creanve somnoaa TEMPORARY SURFACE _ INSET ' i o WATER IMPACTS m jSz DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPA TS IN RFACE WATER IIIIIIIIIIIIIII IIII IILII I TEMPOARY WORKPAD -'II', IIII IIIIIII PROJECT REFERENCE NO. SHEET NO. ROADWAY DESIGN HYDRAULICS . ENGINEER ENGINEER Pl = 13+10.00 EL = 3,631.95' VC = 185' PERMIT DRAWING -- --- = 29 MPH - SHEET 9 OF 9 (+)4.3620% DOCUMENT NOT CONSIDERED FINAL )0hlh�.; 872% END GRADE T UNLESS ALL SIGNATURES COMPLETED -L- Sto.14+05.00 III ELEV = 3,636.09'1. T 3,628 ... BRIDGE HYDRAULIC DATA 3,624 STR *050001 Sto.11+14.90 -L- DESIGN FREQUENCY = 25 YRS .:: DESIGN DISCHARGE = 2,100 CFS 3,629.3 FT DESIGN Hw ELEVATION = 3,620 _ -i- - - -- - 7 --- - r--- -- T— r l00 YEAR DISCHARGE = 3,000 CFS l00 YEAR FREQUENCY = I00 YRS { l00 YEAR HW ELEVATION = 3,630.6 FT - _ - _ - OVERTOPPING FREQUENCY= 500+ YRs -- _ - = F; 3,616 - - OVERTOPPING DISCHARGE = 4,350 CFS - _-' _ _ OVERTOPPING ELEVATION = 3,632.6 FT MILLING uMlTs. __ k _ = NORMAL WATER SURFACE ELEV = 3.62 3.5 FT -- L Sta.13+66.88 TO 14+05.00 -.- -. -- _ -- —_ - DATE OF SURVEY = 7/6/I7 all - ----- 3,608 _ _ -_ -� BY "2 - - -L- STA.12+71.72 OFFSET 27.8' RT _ N 857287 E 1150230 ELEV 3632.1' -- _ - 3.600