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Home My WebLink About20240440 Ver 1_SF-560036_Permit Drawings_20230706_20240319Highway North Carolina Department of Transportation Stormwater Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: BP13.R020 TIP/Prof No: SF-560036 County(ies): Madison Page 1 of 2 General Project Information WBS Element: BP13.R020 ITIP Number: SF-560036 I Project Type: JBridge Replacement Date: 7/6/2023 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? Yes Project Description Project Length (lin. miles or feet): 0.096 miles Surrounding Land Use: 1wooded, farmland, low density residential Proposed Project Existing Site Project Built -Upon Area (ac.) 0.3 lac. 0.2 lac. Typical Cross Section Description: Two 10' paved travel lanes with 3' grassed shoulders (7' shoulders w/ guardrail, paved to Two 9' paved travel lanes. guardrail). Annual Avg Daily Traffic (veh/hr/day): Design/Future: 150 1 Year: 2024 I Existing: 1 150 Year: 2024 General Project Narrative: NCDOT Project SF-560036 involves the replacement of Structure 560036 over Middle Fork Creek on SR 1515 (Buckner Branch Road) in Madison County, NC northeast of Mars (Description of Minimization of Water Hill. The subject crossing involves the replacement of an existing 35' long by 21' wide (timber deck on steel I -beams) single -span bridge with a proposed 55' long by 30' wide, Quality Impacts) 21" Cored Slab single -span bridge. The proposed grade will be about 1-1.5' above existing grade within the vicinity of the bridge and roughly matching existing grade approximately 175 ft west and 240 ft east of the bridge. The existing bridge has vertical abutments extending within the footprint of Middle Fork Creek which are proposed to be removed. Abutments of the proposed bridge are located completely outside the streambanks. The existing bridge has openings in the bridge rail so runoff discharges directly into Middle Fork Creek. The proposed bridge will have no direct discharge into the creek. Stormwater runoff is to flow to the northwest and northeast quadrants of the bridge where it will sheet flow over the paved shoulders away from the bridge. It will then be diffused by the grassed shoulder and bridge rip rap before reaching the stream. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable. The NCDOT Mitigation Site Boundary shown in the northeast quadrant of this project is a preservation site associated with past NCDOT project R-2518A. The site is identified as R-2518A Middle Fork Creek Site K. The current project proposes to avoid this preservation site completely. A channel change is proposed in the southwest quadrant to realign a portion of stream SA. All impacts on the project have been minimized to the maximum extent practical. "Note that Middle Fork Creek is also known as Middle Fork Little Ivy Creek (NCDEQ) and Middle Fork California Creek (FEMA). Middle Fork Creek is stream name per NCDOT structure inventory. Highway North Carolina Department of Transportation 5tarmwate r Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 3.00; Released August 2021) FOR NCDOT PROJECTS WBS Element: BP13.R020 TIP/Prof No.: SF-560036 County(ies): Madison Page 2 of 2 General Project Information Waterbody Information Surface Water Body (1): Middle Fork Creek (aka Middle Fork Little Ivy Creek) NCDWR Stream Index No.: 6-96-10-1 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II) None Supplemental Classification: High Quality Waters (HQW) None 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? 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) Surface Water Body (2): 1 NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) Surface Water Body (3): 1 NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) W 0 c E L a co 0 0 0 C 0 0 0 0 No 00 No �z max_ STATE OF NORTH CAROLINA DIVISION C HIGHWAYS MADISON COUNTY 81'AT¢ STAR PROlPCI' R¢FPR¢NLR NQ SHE TS N, BP13.R020 wT6 P¢OI.N0. F.w.P¢AI.1- —R1PT14N BP13.R020.1 WA PE BP13.R020.2 WA W & UTIL. BP13.R020.3 WA CONST. LOCATION: BRIDGE #560036 OVER MIDDLE FORK CREEK ON SR 1515 (BUCKNER BRANCH RD.) PERMIT DRAWING TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE SHEET 1 OF 5 'moo cdp WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN BRIDGE o 1`1R Ftia —L— STA. 12 + 93.09 �� -.� ** SR 4 is I w 7 � FOR= —L— STA. 11 + 2 0.00 vo BEGIN PROJECT �� B P13 . R02 0 SITE 1 % —L— STA. 16 + 2 5.00 END BRIDGE `,., END PROJECT —L— STA. 13 + 5 0.4 7 B P13 . R02 0 DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH NCDOT CONTACT. • EDDIE DOUGLAS HYDRAULICS ENGINEER PLANS PREPARED BY: PLANS PREPARED FOR: 20 10 0 20 40 ADT 2024 = 150'JIGS T — 6O/o * V = 20 MPH LENGTH ROADWAY PROJECT #BP13.R020 =0.085 MILES LENGTH STRUCTURE PROJECT #BP13.R020 =0.011 MILES Ron ®' �$ TGS ENGINEERS 201 W. WARREN ST, ENGINEERS SHELBY. NC 28150 PH I7041 416-0003 FfdCORP- LICENSE NO., C-0275 NORTH CAROLINA DEPARTMENT OF TRANSPORATION DIVISION 13 20 OLD 74 A6hGV111p. NC 288013 il� PLANS 20 l0 0 20 40 * TTST =3% DUAL =3% FUNC CLASS = P.E. slcnnTURE:9 m �� a � TOTAL LENGTH PROJECT #BP13.R020 =0.096 MILES RIGHT OF WAY DATE: OCTOBER 31, 2023 JIMMY L. TERRY, PE ROADWAY DESIGN ENGINEER PROJECT ENGINEER PROFILE (HORIZONTAL) LOCAL, RURAL ®� 4 2 0 4 8 LETTING DATE: AUSTIN R. TURNER, PE TW�N�Q®�� SUB -REGIONAL TIER OCTOBER 15, 2025 PROJECT DESIGN ENGINEER P.E. SIGNAT6REr PROFILE (VERTICAL) 2018 STANDARD SPECIFICATIONS ° -L- CURVE DATA PI Sto 10+64.47 PISto 13+35.67 Pl Sto 15+42.73 A = 5' 55' 415' (LT) A = 41' 52' 08-':r QT) A = 1P 27' 4/.6' (RT) D = 4 36' 075' D = 22 55' 05.9' D = 8' 29' 17.7' L = 126.82' L = 162.69' L = 135.03' T = 64.47' T = 95.64' T = 67.74' R = 1.245.00' R = 250A0' R = 675.00' SE = 0.04 SE = 0.03 DS = 30 MPH DS = 25 MPH O BEGIN PROJECT BP13.R020 KRISTED13 576 PG 59RRETT -L- STA 11 + 20.00 - \ -L PT I/ PA.O F,y o\ O \ \\ E w \\\ Js ce \\\ ory TEMPORARY STREAM IMPACT A°F BANK STABILIZATION / CLASS I RIP RAP SEE DETAIL 4C 7 TONS, NO GEO PERMANENT STREAM IMPACT o 6 o c� 0 O SHELBY STUART BUCKNER \ JEFFREY DWAYNE BUCKNER DB 464 PG 681 NCDOT MITIGATION BEGIN BRIDGE (DO NOOT UNDADISTURB) -L- STA 12 + 93.09 PROP. 16' ASPHALT DRIVE (2- S9.5B, 6- ABC) BRASS _E —L— PC 12+4003 E xlsi� R,p 15 15„ _ s �\ R=1 TEMPORARY STREAM IMPACT PROP. EXCAVATION TO ELEV 2300.3' (TYP.) (STRUCTURES ITEM) BANK STABILIZATION CLASS II RIP RAP 12 TONS, NO GEO GRASS (24-IN. THICK, KEYED -IN) Cb CL f MADISOI COUNTY PERMIT DRAWING BRIDGE #560036 SHEET 2 OF 5 ct� 2a :� DO NOT DISTURB WETLAND WA DO NOT DISTURB STREAM SB NCDOT MITIGATION SITE BOUNDARY REM. EXIST. STwG RiW (DO NOT DISTURB) SECONDARY BRIDGE o BM"1 GROWTH PERWNENT 'PE -III SC R=90' ! / PDE — CHANNEL CHANGE SEE DETAIL 4A BANK STABILIZATION EST. DDE= 100 CY CLASS I RIP RAP SEE DETAIL 4C 6 TONS, NO GEO OPERMANENT STREAM IMPACT JEFFREY DWAYNE BUCKK DB 422 PG 619 TEMPORARY STREAM IMPACT DETAIL 4A CHANNEL CHANGE I Not t Scale) f Gro-..undd Proposed FiII51.pe Natu.al Ground Exist. Channel J B m. o=].I Fr. Type of Liner=No liner n=3o Fr. eur�o^S�orne,w;�e ,now FROM -L- STA. 11+82 TO STA. 12+94 RT N mPT 16+10 \ � WA � 1 i 11 h MITIGATION AREA 1 (WETLAND CONSERVATION) SECONDARY� GROWT��. G A ',• _-- J F �15 • •-•-•---• _ SA.__..__. 1122 5'HOPE /V PROJECT REFERENCE NO. SHEET NO. BPl3.R020 4 RN/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLEIrE PLANS DO NOT — FOR d W ACOU-TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GSTGS ENGINEERS 201 W. MARION ST SHELBY, (70 4 - 150 PH (704) 76o 00 CORP. LICENSE NO: C- .: C-0275 I o A STREAM IMPACT / �•• y -L- PT _ ��,y,s -- / 5/M (� 142.72 — ----_F �.e �\ l51S _✓� / / sJ� %/ • R BRANCH RD. i9"DST� —. BOGK11 �� _— F 1s /� DLE L MID CREEK C FORK . • / n o F__ wwww / j=� BST GREU .. _ o F i� / _ HI2p F --- F REMOVE POLE p F SE GROWTH Y TYPE -III SCE R=90' --- I J11 1 i ._ PDE GRASS GREY LATERAL 'V' DITCI SEE DETAIL 4B EST. DDE=35 CY TEMPORARY PpE STREAM IMPACT PERMANENT STREAM IMPACT 9q, -L- PC 14+74.99 ro PROP. 8' ASPHALT DRIVE (2- S9.513, 6- ABC) END BRIDGE O -L- STA 13 + 50.47 JEFFREY DWAYNE BUCKNER DB 422 PG 619 m CLASS II RIPRAP (TYP.) \ (STRUCTURES ITEM) \� Sf TEMPORARY STREAM IMPACT m\ s s SURFACE WATER s IMPACTS TEMPORARY SURFACE WATER IMPACTS Y t � r\ \ \ hA - �6� \ END PROJECT BP13.R020 -L- STA 16 + 25.00 •••• SA•••• NCDOT MITIGATION SITE BOUNDARY 40' 0' 40' GRAPHIC SCALE DETAIL 4B DETAIL 4C LATERAL 'V' DITCH BANK STABILIZATION 1Nott' Sc.1e1 slo)Nor ro scoleJ '� I Natural 18" fill ,hr 2� ti� Ground p D MinD=1 Ft. chonal eotto nie b=2 Ft. umil rsefnsol Type of Liner- CL I RIp-Rop, Key.d , FROM -L- STA. 13+30 TO STA. 15+14 RT FROM-L-STA.11+82 TO STA. 11+98 RT FOR -L- PROFILE SEE SHEET 5 AND -L- STA. 12+88 TO STA. 13+01 RT ° -L- CURVE DATA PROJECT REFERENCE NO. SHEET NO. MADISOI COUNTY BP13.R020 4 Pl Sto 10+64.47 Pl Sto 13+35.67 Pl Sto 15+42.73 BRIDGE 4560036 RW SHEET NO. � = 5'55'415-QTJ A= 4P52'08-WQTJ A= 1P27'41L-(RT) PERMIT DRAWING ROADWAY DESIGN HYDRAULICS D = 4 36' 075' D = 22 55' 05.9' D = 8' 29' 17.7' ENGINEER ENGINEER L = 164A7'' � L = 18259 L = 167.74' SHEET 3 O F 5 ��. IT =69.4T IT=95 T=67.74' IR 5 OR 6750R 124500AINCOMPLE E PUNS ISE = SE = 0A3 mD NOT \ \ PS = 30 #PH DS = 25 MPH P usE roll dw A�ovlslTlo DOCUMENT NOT \I II 11111\ I CONSIDERED TEMPORARY UNLESS ALL SIGNATURES COMPLETED v � 1 1 v � j l i �vvIII I1 \\ 1\ \, I � / STREAM IMPACT V I A V A A \ \ \ \ C,TQS 1 6" 20 W. NA, R onlR sT SHELBY, NC 2s1511 PH (704) 476-0003 P. LICENSE No._ C-0275 p q p (J�� \ PROP. EXCAVATION,,A AV D T NOV�TU,RB-8EG19 PROJECT BP13.R620 ,/ KRISTEDBM576 PC 59RRETT TOELEV 2300.3'ITYRI A1�/'NP / (STRUCTURES ITEM) V\ 11V STA 11 + 20.00,,— / BANK STABILIZATIOANJSB- \ \ \ \�VV I )A \ \ \ 111 A CLASS II RIP RAP \\ I \\\ \ I \ - - - \ NCDOT MITIGATION 12 TONS, NO GEO A \\ \� V AVA g WA-- �k SITE BOUNDARY (24-IN. THICK, KEYED-14) / \\ V Al k BiGIN BRIDGE (DO NOT DISTURB) �) ) ,IIII IIII �11 L— STk 12 + 93.09 // �, _:IIII i i I 1 k / - DO NOI\\ �I IA�STREAM IIIIIIAMITIGATION AREAA AA \ \ IIIDOT MITIGATION \ I AETLAND CONSERVATIONIE BOUNDARY /_/ / / / ( 1 V -L- POT /6+7437 \ / / KISTwG RiM (DO NOT DISTURB)/ / IIII CRow�H ; _ _ _ - I� seW REM. E�IST. SECONDARY / / :- ' V 1 / -L - PT 1028.62 \ x �, \ , / _2 \ - -$RI E 9M"1 GROW r+- / i) �) L . _ A i / / /F / PROP. 16' ASPHALT DRIVE \ k I PERIIINENT /�1 swpFE \ SA�, � A\ (2„ s9.sB, 6" asc)STREAM IMPACT C 14+z2.72 j - r -L- PC 12+40,03 _ � 1 � 8� KN BRANC1Q��g \pMIDDLE FORK D.EEK'� �`�� _ �^'�FR s � � � _ � f A _�_ _ � "� � i _, rL_ _ •�R _ � — � F \� REM VE LE R=15' / \ Q \D\\ \ \ \ \ \ \\ Q \ I V ��' Iv� ASVRa"VwrAa\ e V V VAAVAVVA \\1A 1VAVAA V AAVSV AA� V A� �v MPORARY v I\ I TREAM IMPACT i r V A\ VA A VA o TVRE-msc--- 1i2 GRASS �\`. \V AAvAV 1IA)111111 \ V A � R=90' rvrE-Ills GR�u LATERAL 'V' DITCH L \ / \ v� R=90, -- �� i/ SEE DETAIL 4B -L- PC 14+7499 ( ��a / �� EST. DDE�35 Cy V A SEE DETAIL 4C �TEMPORARY I R � v \ PROP roNs,, ceo ASHA. �Lr (2S9.5B� D`6R \ STREAM lvAAfs Cl�I (IA / Iiv l vA v V v A v v vvv v 1\\ v\\ 1 \ I dass v�\/� pDE IMPACT /vvv vvvv \ \ v \ v I STREAM IMPACT PDE w I v 1111 v / PERMANENT fND FIR 1 I CHANNEL III / STREAM IMPACT � � vv =L 1 CHANGE I I \ / O � STA �16 ' \ \\1 \ \ SEE DETAIL 4A1 BANK STABILIZATION �'✓ I�I V 1 END BRIDGE \ 2 V A EST. DDE= \ CLASS I RIP RAP V IV I A I V A \ JEFFREY DWAYNE BUCKNER \ I I 1 1 I I 100 CY \ SEE DETAIL 4C I hJ I I V —L— STA 13 + 0.4�V 6 TONS, NO GEO DB 422 PG 619 \ �� A I I � � � � A \ PERMANENT j III CL4,SS fIRIPRAP (TYP.) N YSTUART STREAM IMPACT I III 1 A l (srRucr�xREs ITEM) S ELB 5 UART BUCKNE� / / JEFFREY DWAYNE BUCKK II II A III A V A S 5 SA"" NCDOT MITIGATION / \ v I SURFACE WATER c JEFFREY DWAYNE BUCKNER \ DB 4221PG 619 ��VAA� 1 11 ) LC_L-L_CCJ IMPACTS SITE BOUNDARY o DB 484 PG 681 TEMPORARYv I vv v v \ \I I TREAM IMP,�6T / TEMPORARY I v�� v v v I 40' 0' 40' 1 �� v /vvv TEMPORARY SURFACE / STREAM IMPACT I v v v vvvv �v 1 WATER IMPACTS II 11I7IIG; ��vvv vvv/v�v�v II GRAPHIC SCALE 0 0 ci C O O O O U — Z .. FROM —L— STA. 11+82 TO STA. 12+94 RT v I �v�J=- I 111 L J \\\\ DETAIL 4B DETAIL 4C 1 \�- LATERAL'V' DITCH BANK STABILIZATION INotto Scu1e1 INor to S-1e1 '� Fill ,hr slop Natural 2� � 1� Ground D 18" Min.D=1 Ft. ueotto nio b=2 Ft. u.tmil il 2efuzol FROM —L— STA. 13+30 TO STA. 15+14 RT Type of Liner— CL I RI F,p, K y.d , FROM—L— STA. 11+82 TO STA. 11+98 RT FOR -L- PROFILE SEE SHEET 5 AND —L— STA. 12+88 TO STA. 13+G1 RT 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+14 to 13+29 LT & RT / -L- 13+43 to 13+95 LT Bank Stabilization Middle Fork Creek < 0.01 < 0.01 61 32 1 -L- 11 +72 to 12+94 RT Channel Change SA < 0.01 < 0.01 124 10 1 -L- 12+94 to 13+08 RT Bank Stabilization SA < 0.01 < 0.01 10 10 TOTALS: i j 0.02 j < 0.01 j 195 j 52 0 *Rounded totals are sum of actual impacts NOTES 1. UT to Middle Fork Creek (SB) and Wetland WA have no impacts. 2. Note that Middle Fork Creek is also known as Middle Fork Little Ivy Creek (NCDEQ) and Middle Fork California Creek (FEMA). 2018 Feb