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Home My WebLink About20191578 Ver 1_BR-0011_PermitDrawings_20191107_20191115FIighway North Carolina Department of Transportation Stormwater. Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 67011.1.1 TIP No.: BR-0011 County(ies): Cherokee Page 1 of 1 General Project Information WBS Element: 67011.1.1 ITIP Number: BR-0011 Project Type: Bridge Replacement Date: 10/14/2019 NCDOT Contact: Dan Duffield Contractor I Desi ner: Reid B. Robol - VHB Address: 1020 Birch Ridge Drive Room #16 Raleigh, NC 27610 Address: 940 Main Campus Drive Suite 500 Raleigh, NC 27606 Phone: 919-707-6611 Phone: 919-754-5005 Email: dcduffield ncdot. ov Email: rrobol vhb.com City/Town: Murphy Count ies : Cherokee River Basins : Hiwassee CAMA County? I No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.152 Miles Surrounding Land Use: I Forest, rural residential Proposed Project Existing Site Project Built -Upon Area ac. 0.6 ac. 0.5 ac. Typical Cross Section Description: 2 @ 12' lanes with 7'-11" paved shoulders (bridge) and 2 @ 12' lanes with 2' paved shoulders and 6' grass shoulders (road). 2 @ 11' lanes with 1' paved shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 4800 Year: 2040 Existing: 4200 Year: 2018 General Project Narrative: (Description of Minimization of Water Quality Impacts) TIP project BR-0011 involves the replacement of the existing NCDOT Bridge #190002 on NC 141 over Slow Creek in Cherokee County. Bridge #190002 consists of 1 @ 40'-6" steel plank floor on I -beams with timber caps and piles. The proposed bridge consists of 1 @ 70'-24" cored slab with 4'-0" end caps with sloping spill through abutments. A 1 @60' Detour bridge will be constructed to maintain traffic during construction on the proposed bridge. Rip -rap pads will be utilized to dissipate energy and to reduce velocity at all proposed outfalls. Runoff from the roads will be directed to vegetated roadside ditches. No deck drains are required for the proposed bridge. Waterbody Information Surface Water Body (1): Slow Creek NCDWR Stream Index No.: 1-44-9 NCDWR Surface Water Classification for Water Body Pr mary Classification: Class C Supplemental Classification: 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? 1yes I Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? IN2 (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) I 3 E L T 0 m 3 0 L 0 i 0 c E c 0 L c w U) CL Lu d U :2 D aL 000 M T� N j 0 L -Q� L 00 O V See Sheet t-A For Index of Sheets See Sheet t-B For Conventional Symbols ROW PLANS Np.D BEGIN TIP PROJECT BR-0011 -L- STA.10 + 00.00 TO BRASSTOWN BEGIN CONSTRUCTION -L- STA.12 + 00.00 STATIC OF NORTH CAROI ILA DIVISION OF HIGHWAYS CHEROKEE COUNTY LOCATION: BRIDGE 190002 ON NC141 OVER SLOW CREEK TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 2 BEGIN BRIDGE —L— STA.15 + 08.70 L- L_ 7ry THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. END BRIDGE —L— STA 15 + 81.30 c� C \ -L- 4/5 srwra area PNo,ecr a�anaNcs Na seaeTrarw� NO. 9N86T3 BR-0011 1 61'AY8 PROLN0. P-M-NO. DB&,W@I90N WBS 67011.1.1 PE WBS 67011.2.1 ROW, UTL. END TIP PROJECT BR-0011 -L- STA. 21 + 82.40 TO MARBLE END CONSTRUCTION -L- STA. 20 + 00.00 PERMIT DRAWING SHEET 1 OF 7 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ® DENOTES FILL IN WETLAND 50' 0' 50' GRAPHIC SCALE 25' 0' 25' INSET GRAPHIC SCALE Ming 9� P61V�� 1�� FARRO SITE 2 SHEET NO. :INEER D FINAL YIPLETED RETAIN B SALT CURB—, 1� N� DETAIL 1 DETAIL 3 SPECIAL LATERAL 'V' DITCH LATERAL BASE DITCH ( N.i Scale) IN— to Smle) 9 b _ _ Narurcl F1 a• Fill Ground Z.y D ,�� 1 ht. Fill Ground 7/ ob Slope Slope D I o Min. D=1.0 Ff. 9 B B=2.0 N. Min. D=1.5 Ft. b=5.0 Ft. F— IFROM STA 15+50 TO STA 19+50 —L— LT FROM STA 12+50 TO STA 13+60 —L s� DETAIL 2 RIP RAP AT EMBANKMENT ( Nor ro Scale) 10'mi Ditch Grade GEOTEXTILE BEGIN BRIDGE Type o1 Liner=18 TONS CL I N,Rap FROM STA 15+35 TOi1eSTA 15+50 -L- LT _L_ STA• 1 + OS • 70 MOOG COMPONENTS GROUP INC. ETT 3 TONS RAP CONSTR C ;�' s� \ SY 1 GeEST TE TI GEpTEXTILE e � I . 12 + 00. 0 CLAASSi RIP RAP N DO NOT DISTURB SEWER PUMP STATION EST 2 TONS, EST 7 SY \GEOTEXTILE 1 SLIPLINE EXISTING 48" CMP , WITH 42" STEEL CASING W/ �1 BEVELEVED RING AN I� HEADWALL m WER P P 1 RIP RAP AT (I1_\ )\/ S AII N 1 _ \n� _ PUE—i PUE ENP,JNDT 1 DETAIL 2T 1 CHL PUE PUE RETAIN `. CONIC PAVED �R PIPES BEGIN TIP PRO�R—OQ11 0�� 1 ENOTES 1(.APAZ7�S SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ® DENOTES FILL IN WETLAND 50' 0' 50' GRAPHIC SCALE 25' 0' 25' INSET GRAPHIC SCALE \ \e/CL45S.,6 RIP R� C E T 2 TON \ 91 £9t EST Y GEQTEXTILE P? IAARvu+ GARRETT DB T545 PIG' 1193 I DB B SLIDE 76 CLAUDE eb91 I 079/ o w� �O�lr10 c��1i1 C 6Bh0 �� •,•• {1I IIIEA �. d III PE.I TT ItfPACTS.♦: II V I 4 nOD 1�•, • •s y� I ' IA 4 Nu vrALPt r Y_ CTA 1 R=20' e\�� owo F GREU TLC -- \ 2 1 „W/ \ 40 -L- FILL LIFT \ 1_ D �C" -L- FILL LIN ,� WALTER CADDIS J \ m � E 3' ESCAPE TIMBE D UBL r MTL N C OPY - CLASS�N IP_ RAP ( P) TO ELEV.623.0' m� G ITE - C B RIP RAP ST , T6N5-- ST 5(SY GEOTEXTIL —X- � X X RIDGE / —L— STA.I 1 + 81. ` PROJECT REFERENCE NO. SHEET NO. BR-00/l 4 RAN SHEET NO. CADWAY DESIGN HYDRAULICS ENGINEER ENGINEER VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 Raleigh, INC 27606 $ 20„ NA DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 7 END CONSTRUCTION —L— STA. 20 + 00.00 2S 7 B 1 ASSOCIATIONI03F PGP6 51 F F DO NOT 'DISTURB EXISTING FENCE v CHARLES WHITE• ET UX L E X SEPTIC }E ADO OT DISTURBI SEPT I LINES L,i v oil/ _ TIP " PROJ. BR-0011 L STA. 21 + 82.40 e�9t TEMPORARY IMPACTS C-' IMPACTS IN -IN SURFACE WATER I�� FSURFACE WATER "ol -_ 7nzz SITE 2 z w SALT DETOUR DETAIL 1 DETAIL 4 SPECIAL LATERAL 'V' DITCH TOE PROTECTION (Notto Scale) (Not to Sale) OQ' F NSLOPEaNra � \pl Fill �� F�� SLOPE Ground ?/ D FAO M� Slope d —T-ILE d=1.5 H. Min. D=1.5 Ft. FROM STA 50+50 TO STA 51+78 -L-DET- RT = Type of Liner= CLASS BRip-Rap STA 12+84 - STA 14+02 -L- RT FROM STA 51+90 TO STA 52+78 -L DET- RT FROM STA 54+40 TO STA 55+00-L_DET- RT MOOG COMPONENTS GRF N 11* 52' 01,8' E- S 33p 22' 45.3' W SITE 1 \ STA END Nu SE' BUS FOUND 72' CHL PUE —1 PUE PUE 96 D�---Z4PLI,fP �CONC MTL CONC r PUE 96' CHLPR�O 96 PAVED 72- CHL w X XXX__ 19' HDPE ' HDPE 16' N V �1626P66�% ' HD s5 4s 12' STONE H DAVID W. PIPES ®DENOTES IMPACTS IN SURFACE WATER ® DENOTES HAND CLEARING ® DENOTES FILL IN WETLAND 50, 0' 50' GRAPHIC SCALE 25' 0' 25' INSET GRAPHIC SCALE I 15'CMP�/�EEDETAII ` CONFIPR' D'/ LIE -L-DET- PC Sta 50+0000 1 -\\ V-DITC -L- PT Sta. 12+38.40 1 -L-DET- PRC Stt& �38.00 REMOVE IS HOWL TEMPO COL (�N EXTEND WITH I 42" RCP -III \ CLAUDE E.MCDONALD J \\\ � FILL IN FILL IN 0^ EAD�----� _ WETLAND --_ WETLAND E F PERM. SW \ IMPACTS \� HAND CLEARING SITE 1 &N\ 8 �\ Z ' ;�\� \ O JAMES L. CARROLL r \ —r. E ��/ sy�o�-Tfl vTO SEE DETAIL 4 -L DET- FILL LINE ^o STANK -L-DET- PT Sta.52+78.8/ VHB Engineering NC, P.C. (C-3705) 940 Main Cal US Drive, Suite 500 Raleigh, NC 27606 PROJECT REFERENCE NO. SHEET NO. BR-00/l 4 RN✓ SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 7 �- POT Sta, 6+50.00 ]2S BR BUS -DET- PT Sta.5+30.77 -Y-DET- PC Sta 5+/2.58 _ PAVED ORNEWAY *LP DI LP\� 15'CMP_ :MP F EXISTMC P/w Ir '- IFc%ISTING R/W 6 ( X�X j HEM-- ELVTRI�WIf�_ < -L-DET- POT Sta.57+7508 = / -L- POC STA20+00,00 CHARLES WHITE, ETU — , ET7 ,I 56,/.87.%.�\ / �\ _-3' LANDSCAPE TIMBE WIDE 7R �I X -L DET- FILL LINE —SEPTIC CANOPY T — PRC f TEMPORARY CLASS II RIP RAP N 78- 0 ' 556 9- W -Y-DET- ta.5+OODO = _ -L-DET- a.54+/9,3/ 1 VE E (E \ L, ---BIM— — —— �L------eaL `WALIM DETOUR 1� DETAIL 1 DETAIL 4 SPECIAL LATERAL 'V' DITCH TOE PROTECTION (Not. Sale) (Not to 5<ala) \ ` TILL OR 1 TIF SLOPE Fill NaNra � \e SLLLOPE Ground ?� D FAO 0� Slope d GEOTE%TILE M d=1.5 Min. D=1.5 F1. \ FROM STA 50+50 TO STA 51+78 -L DET- RT = Type of Liner= CLASS BRip-Rap STA 12+84 -STA 14+02 -L- RT FROM STA 54+40 TO STA 55+00 -CDET- RT SALT CURB-. �Ill1!/d TE DENOTES 9MPACTS IN SURFACE WATER ® DENOTES HAND CLEARING ® DENOTES FILL IN WETLAND 50, 0' 50, GRAPHIC SCALE 25' 0' 25' INSET GRAPHIC SCALE - -- - unrun• iiin1 �. H A. ►�I _ _ — L 1 1E IE IE \ a! � IE IE � !_j PROJECT REFERENCE NO. SHEET NO. BR-0011 4 RN✓ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 Raleigh, NC 27606 8 20A1 NA DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED WETLAND AND SURACE WATER IMPACTS SUMMARY VVETLAND 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 51+55 to 52+63 -L DET- RT 42" RCP cross -pipe & Detour 0.02 < 0.01* < 0.01***** 45 1 13+57 to 14+33 -L- RT 42" RCP cross -pipe 0.02 < 0.01**** 25 2 15+29 to 15+35 -L- LT Bank Stabilization < 0.01** < 0.01*** 8 10 TOTALS*: 0.04 < 0.01 < 0.01 < 0.01 78 10 0 *Rounded totals are sum of actual impacts NOTES: *42" RCP cross -pipe & Detour = 152.2 sf **Bank Stabilization = 41.9 sf ***Bank Stabilization = 90.0 sf ****42" RCP cross -pipe = 99.1 sf ******42" RCP cross -pipe & Detour = 173.2 sf 2018 Feb