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Home My WebLink About20240526 Ver 1_SF-560087_Permit Drawings_20230927_20240405Highway North Carolina Department of Transportation Stormwater «,.., Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: BP13.R023 TIP/Prof No: SF-560087 County(ies): Madison Page 1 of 2 General Project Information WBS Element: BP13.R023 ITIP Number: SF-560087 I Project Type: JBridge Replacement Date: 9/27/2023 NCDOT Contact: Yates Allen (Divison Enviromental Officer) Contractor / Designer: TGS Engineers (David B. Petty, PE) Address: NCDOT Highway Division 13 Address: 706 Hillsborough Street 55 Orange Street Suite 200 Asheville, NC 28801 Raleigh NC, 27603 Phone: 828-250-3002 Phone: 919-773-8887 ext. 104 Email: vallenencdot.aov Email: d ett t sen ineers.com City/Town: Mars Hill County(ies): Madison River Basin(s): French Broad I ICAMA County? I No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.048 Surrounding Land Use: 1wooded, farmland, low density residential Proposed Project Existing Site Project Built -Upon Area (ac.) 0.2 lac. 0.2 lac. Typical Cross Section Description: Two 10' paved travel lanes with 3' grassed shoulders (7' shoulders paved to guardrail). Two —10' paved travel lanes with 2' wide shoulders. Annual Avg Daily Traffic (veh/hr/day): I Design/Future: 250 1 Year: 2023 I Existing: 1 250 1 Year: 2020 General Project Narrative: NCDOT Project involves the replacement of Bridge #560087 over California Creek on SR 1347 (Chandler Creek Rd.) in Madison County, NC north of Mars Hill. Proposed 40' (Description of Minimization of Water long by 30' wide (21" cored slab units) single span bridge to replace existing 27' long by 32' wide (timber floor on 1-beams) single span bridge. Quality Impacts) The proposed grade will be about 1' above existing grade within the vicinity of the bridge and roughly matching existing grade approximately 170 ft northwest and approximately 30 ft southeast of the bridge. The existing bridge has vertical abutments extending within the footprint of California Creek which are proposed to be removed. Abutments of the proposed bridge are located completely outside the streambanks. The existing bridge is open below the bridge rail so runoff sheet flows over edge of pavement directly into the creek. The proposed bridge will have no direct discharge into the creek. Stormwater runoff from the bridge is to flow to the southwest quadrant just outside of the bridge approach slab, where it will be diffused by a grassed shoulder behind guardrail in the southwest quadrant. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities practicable. An 4" diameter ductile iron waterline is proposed just upstream of the bridge to be installed by open cut. Temporary impacts are shown to account for installation of this waterline including temporary dewatering. This waterline is necessary to replace an existing 4" diameter waterline which is in conflict with the proposed bridge. A temporary detour route is to be constructed immediately upstream of the proposed bridge location. The detour includes a temporary channel change for the UT to California Creek and a single 78" corrugated steel pipe (CSP). All impacts on the project have been minimized to the maximum extent practicable. H ghway Stormwater (Version 3.00; Released August 2021 Surface Water Body (1): 1 NCDWR Surface Water Classification for Water Body Other Stream Classification: None Impairments: None Aquatic T&E Species? No Co NRTR Stream ID: no NRTR Project Includes Bridge Spanning Water Body? iYes Deck Drains Discharge Over Water Body? INo (If yes, provide justification in the General Project Narrative) Surface Water Body (2): NCDWR Surface Water Classification for Water Body Other Stream Classification: Impairments: Aquatic T&E Species? Co NRTR Stream ID: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Water Body? (If ves, provide iustification in the General Proiect Narrative', Surface Water Body (3): 1 NCDWR Surface Water Classification for Water Body Other Stream Classification: Impairments: Aquatic T&E Species? Co NRTR Stream ID: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS 087 County(ies): Madison General Project Information Waterbody Information California Creek INCDWR Stream Index No.: Primary Classification: I Water Supply II (WS-II) Supplemental Classification: I Hiah Qualitv Waters (HQ\ None None 6-96-10-2 Deck Drains Discharge Over Buffer? lNo IDissipator Pads Provided in Buffer? lNo (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) NCDWR Stream Index No.: Primary Classification: Supplemental Classification: Buffer Rules in Effect: Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? (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) NCDWR Stream Index No.: Primary Classification: Supplemental Classification: Deck Drains Discharge Over Buffer? I IDissipator Pads Provided in Buffer? (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) N0 6I 0 0 m 0 0 0 0 0 See Sheet to For Index of Sleets See Sheet 1B For Conventional Plan Sheet Symbols STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS MADISON COUNTY LOCATION. BRIDGE #560087 OVER CALIFORNIA CREEK ON SR 1347 (CHANDLER CREEK RD) TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURE, AND UTILITIES WETLAND AND SURFACE WATER IMPACTS PERMIT ✓S ✓S \ CAtIFOR�I UT TO CALIFORNIA rs�q CREE CREEK (SA) 3 WASTO SR 1422 - SR 1347 — — ENGLISH BRANCH ROAD -L- STA. 11 + 50.00 BEGIN PROJECT BP13.R023 A__SPRING� SI'AT8 8TAT8 PROI8C1' [8P8R8NC8 N0.N. SOUUTS BP13.R023 1 8PAT6 PRd.NQ P.AP[OI.NQ DP2LTIP1'ION BP13.R023.1 WA PE BP13.R023.2 WA RAW & UTIL. BP13.R023.3 WA CONST. PERMIT DRAWING SHEET 1 OF 5 BEGIN CONSTRUCTION -Y- STA. 10 + 75.00 4 END BRIDGE -L- STA. 13 + 6 7.3 7 END PROJECT -L- STA. 14 + 01.09 � END CONSTRUCTION -Y- STA. 12 + 10.00 CHANDLER CREEK RD. Lp �J JS —JS—✓ ✓s �i JSCHA LER CREEK \ \ O BEGIN BRIDGE � �� -L- STA. 13 + 24.63 �� a INCOMPLETE PLANS CLEARING ON THIS PROJECT SHALL BE PERFORMED SITE 1 W NOT USE FOR R/ W ACQUISITION TO THE LIMITS ESTABLISHED BY METHOD II. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES GRAPHIC SCALES 20 10 0 20 40S DESIGN DATA ADT 2020 = 250 T = 6 % * V = 40 MPH * TTST =3% DUAL =3% FUNC CLASS = LOCAL, RURAL SUB —REGIONAL TIER PROJECT LENGTH TOTAL LENGTH ROADWAY PROJECT #BP13.R023 =0.040 MILES TOTAL LENGTH STRUCTURE PROJECT #BP13.R023 =0.008 MILES NCDOT CONTACT: EDDIE DOUGLAS HYDRAULICS ENGINEER P.E. SIGNATURE: PLANS PREPARED BY: PLANS PREPARED FOR: TDS ENGINEERS ENGINEERS 201 W. MARION ST. - SHELBY. NC 28 150 PH ETO4)4T6-0003 d CORP. LICENSE NO.I C-0275 NORTH CAROLINA DEPARTMENT OF TRANSPORATION 13 DIVISION OLD T4 20 ABM1BVRIB. NC 288013 PLANS 20 10 0 20 40 TOTAL LENGTH PROJECT #BP13.R023 =0.048 MILES RIGHT OF WAY DATE: APRIL 7 2024 JIMMY L. TERRY, PE ROADWAY DESIGN ENGINEER P.E- SIGNATURE: LETTING DATE: APRIL 2, 2025 PROJECT ENGINEER AUSTIN R. TURNER, PE PROJECT DESIGN ENGINEER PROFILE (HORIZONTAL) 4 2 0 4 8 PROFILE (VERTICAL) 2078 STANDARD SPECIFICATIONS I 6' \ MADISON COUNTY PROJECT REFERENCE NO. SHEET NO. BRIDGE #560087 BP13.R023 4 "cp RW SHEET NO. ROADWAY DESIGN HYDRAULICS ROBE LR CART /� ENGINEER ENGINEER AR TH .LENNOFY � 'qQ 077 INC®MP1oE E PLANS —Y— P T 10+0000 CONTRACTOR TO RESTORE /i EXISTING GRAVEL DRIVE AFTER / j/ DOCUMENT NOT CONSIDERED FINAL _ - V UNLESS ALL SIGNATURES COMPLETED BEGIN CO STk CtION ` v s`vv cdr L€Tt�N of WORK // r �� \ \ —UTILIZING 6�� OF�ABC �� Eha x�Eas 201 liss W. MAR ONR ST —Y— STA 10 + 35.00 v PH EE704"C 211150 3 ( ) coRP. ucE=nlse nlo.: c-0275 PERMIT DRAWING TEMPORARY �%\ r\\rr STREAM IMPACT,� v , �� , �� SHEET 3 OF 5 �w � vv \SEE SHEET UC-4) NE A ( �Cc �LEN OUT EXISTING CULVERT /�/ \ ROBBIE R.CARTER DO WOT Y v \ ,'�� ,, v � 1� P RA � RUTH C.LENNON ISTLIRB BARN \\ Q��` ,'�\ -- �� - \ , 1 I S RE, AIMPACT CLASS II RIPRAP (TYP.) PS rHCI EyrwA \ V(STRUCTURES ITEM) BL� TA 1 85 ND FDPS, SDI ONDEi v v v 00 \V w 1 91.28 �u' —L— PC 10+T4 v� v s vvv vwv v V `v v v vv`v END PROJECT TREA a r r\\\ \ \\ \\ ---- \\\ \ \ \ \ \ \ \ \ \ —L— STA 14 + 01.09 Z \ � I �\ ` � \ � � \� \ E GROUND WA \�w `v ))� A\� waoos��--/�-�� rrILLANis tS6RFAVCE US 23 E�ROPOSED 141 L ATE GRADt), TYPE-B � / V �/ � ( � � silo V ✓\ � V vvv \ �� . \ \ � � I w '^ _ 1 A �A � V A \ V � ` ` � � YROUGH IA I `POT 14-fOID9 = E %----- --- _ �. ---- yv v — __ END BRI E \ _ � \\\` —�— POT 11+4/A4 11 i— ----- — ,� \�� I) INV= / .� .. Pi7`� _ '% j.�TYPE-_ft C \ \ \ 4—_.= _—_---__-- _ - _ >„ v v , --L— STA 13+67.37 �47AIa.7 R�39' -a - — �—�_� — — w ——� e \ \ _ \ \ \AVA A\\1 i'RO�\EXCAVkTl01N. \ T� ELEy 24Q2 (TYP.) _ \ 24 ulro i � SR H22 ENGLISH can BRANCH O. 1 SR /347 I CHANDLER CREEK RD. I 19 BST & C '� �� - V - -- - --_ ---�-_*ems=_--- -= _ _- �s=`-� l �O 'C• �4r \ V v =---- = —="1S —�5— CHANDLER CREEK �'g`��\ ♦ AA A\ A �e, / ( \AQA ��__=_,�� - ---- - - € TFISFRk�CT Y- PT +7� 9 -� ��/ v PTO BE REMOVED A \ A \ \ \ / BEGIN P 7�C —��'�/ ------ BE61N 'SDP / \\ 1 \\\ \ \\\ \ \ \ \ -L- STA 12 + 44 E N D_ FDPS- \ \X78 /—L— STA 11+50.\\ \\ \\\\ \\\ \\\ \ \ \ \ \BRIttoN IB. PA i�`- STA 11 81. \ \ \\. \ \ \\ �l\ \ \\ �, ---_ LUCILLE S. PACK /---*_-- UnklWw Siza--- -wo s�I \\\°R\\ m\ �a \ - A- - V - -Tl- \ ��/ l -L- �CC 13I+0369 PERMANENT _ /� STREAM v T,—— — ----� — I _ IMPACT � � / -T I�---�-------- Unkn w / / I o � 5; -TcA v mooA V vvv v A v v / I TEMPORARY \ 5JTE STREAM0 vv� /r BEGIN BRIDE MPACT v �v_— \vvv�� vv v w _L— S24.63 6 S SURFACE WATER IMPACTS \ V END CONSTRUCTION —Y— STA 12 + 1 .00 TEMPORARY SURFACE WATER IMPACTS BANK STABILIZATION \ / ( CLASS II RIP RAP \ 25 TONS, NO GEO i o 40' 0' 40' \ (24-IN. THICK, KEYED -IN) 00 GRAPHIC SCALE o� 0 �� FOR -L- PROFILE SEE SHEET 5 WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Stream Name 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- 13+37 to 13+73 LT & RT Bank Stabilization California Creek < 0.01 < 0.01 66 5 1 -L- 12+47 to 12+80 LT Temp. Dewatering for Waterline Installation California Creek < 0.01 22 1 -L- 12+78 to 13+40 LT Temp. Detour California Creek 0.01 62 1 -L- 13+15 to 13+67 LT Temp. Detour UT to California Creek (SA) < 0.01 28 TOTALS*: < 0.01 1 0.02 1 66 1 117 0 *Rounded totals are sum of actual impacts NOTES: 1) Wetland WA and Chandler Creek have no impacts. 2018 Feb PROJECT REFERENCE NO. PPl3 Rn93 COST BREAKDOWN LEGEND 100 o STATE COST moo. LAG EL=2414.53' \�S NCGS ROBBIE R. CARTER RUTH C. LENNON DB 538 PC 12 TIE TO EXISTING 4 VALVE STREAM CROSSING BY OPEN CUT EL=2407.G9 \\ \&\ ND FDPS --STA 1 Yi \... \\ STR E \ \ \ \WA . \ kn 3 WOODS \ `\ WOODS 141 L F — 4 W85ATERLINE L \ SILO ✓C C\ RGNL G \ BM-1 �\4a. )5 141FORNIP J5_ OD H \ (1 1 EA. 4 VALVE 0 ABOVE N DRAWN BY: ROBBIE R.CARTER CHECKED BY: RUTH C. LENNON DB 538 PC 12 APPROVED BY: REVISED: UTILITIES ENGINEERING SEC. -Y- POT 10+00.00 PHONE:(919)707-6690 UTILITY CONSTRUCTI01 FAX:I919)250-4151 PLANS ONLY UTILITY CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL °, UNLESS ALL SIGNATURES COMPLETED END BRIDGE ARDIS PONDER HONEYCUTT —L— STA 13 + 67.37 DB 8 PC 371 p END PROJECT ?OOND —L— STA 14 + 01.09 -.� AT TYPE-B- N,p \ _ l I �• \ s_ MILL AND RESURFACE US 23 (NO PROPOSED GRADE) Y SEPTIC DRAINFIELD O \✓�' INV .. .. .. .. .. s. --. JS \�� I F TYPE-30SC \ \ - - IS' CM U - 16 \ \ 4 •. DI_ _ INV=2414.78'� .� R—¢i_�s F B01 \ SOIL F a SR 1422 Ei G111 BRANCH RD. -EL- W __ SR /347 CHANDLER CREEK RD BL-3 5 TIE TO EXISTING —iR ` B AT—' \ GREU TL-� S F 4 // WATER LINE —ra— a — SEA = F �... ei .a J ... JS 15 a-� T 2406.42' ,e E%ISiING qix 4/tea' rrnn,, \\ --- JS - S REEK \ WITH SOLI D SLEEVE - 15 --- 15a._�,-= .. S CH _ L. x vz\�... JS BEGIN FIR OJECi�\� BEGIN FDPS END FDPS —LEXISTING 4" WATER LINE TO BE ABANDONED$ —Y—STA 11+81.26 \ WOODS Unknown Size ---"— --____ BEGIN BRIDGE m —L— STA 13+24.63 ------TC----- LI ------- UnknOWn Size END CONSTRUCTION —Y— STA 12 + 10.00 BRITTON B. PACK LUCILLE S. PACK DB 503 PC 27 -L- flu/ lg-ryl.yy = -Y- POT 11+4/A4 •