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Home My WebLink About20191723 Ver 1_B-4977_Permit Drawings showing new gas line_20210804North Carolina Department of Transportation °�� Highway Stormwater Program =,,„ STORMWATER MANAGEMENT PLAN °r, (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 39896.1.1 TIP No.: B-4977 County(ies): Wilkes Page 1 of 3 General Project Information WBS Element: 39896.1.1 ITIP Number: B-4977 Project Type: Bridge Replacement Date: 10/22/2019 NCDOT Contact: Joe Laws Contractor / Designer: Josh Massrock Address: 801 Statesville Rd. North Wilkesboro, NC 28659 Address: 555 Fayetteville St. Suite 900 Raleigh, NC 27601 Phone: 336-903-9138 Phone: 919-232-6631 Email: jlaws@ncdot.gov Email: joshua.massrock@hdrinc.com City/Town: Wilkesboro, NC County(ies): Wilkes River Basin(s): Yadkin -Pee Dee CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.076 miles I Surrounding Land Use: Agricultural/Residential adjacent to mountanous terrain _ Proposed Project Existing Site j Project Built -Upon Area (ac.) 0.6 ac. 0.4 ac. Typical Cross Section Description: (2) 10-foot travel lanes with 4-foot paved shoulders. (2) Travel lanes varying in width from 8' to 10'. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 290 Year: 2039 Existing: 190 Year: 2019 General Project Narrative: (Description of Minimization of Water Quality Impacts) Project Description: The proposed project (B-4977) will replace the existing bridge with a bottomless culvert on SR 1313 in Wilkes County, NC. Impact Minimization Efforts: The project has been designed to minimize stream impacts along the project corridor using 2:1 slopes with guardrail. A bottomless culvert is being proposed due to the proximity of weathered rock along Fish Dam Creek. Waterbody Information Surface Water Body (1): Fish Dam Creek NCDWR Stream Index No.: 12-35 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: mercury (Hg) Aquatic T&E Species? No Comments: NRTR Stream ID: Fish Dam Creek Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? 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) Highway Hghway 4tnr, �teY, CY�y North Carolina Department of Transportation `- Highway Stormwater Program \• ,o.,. STORMWATER MANAGEMENT PLAN �' (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 39896.1.1 TIP No.: B-4977 County(ies): Wilkes Page 2 of 3 Additional Waterbody Information Surface Water Body (2): UT to Fish Dam Creek NCDWR Stream Index No.: 12-35 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Other Stream Classification: Impairments: mercury (Hg) Aquatic T&E Species? No Comments: NRTR Stream ID: SA _ Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No 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 Na rative) Highway Stormwater <,,,.,.,., North Carolina Department of Transportation ", q� Highway Stormwater Program mo STORMWATER MANAGEMENT PLAN '" (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 39896.1.1 TIP No.: B-4977 County(ies): Wilkes Page 3 of 3 Bridge to Culvert Avoidance and Minimization _ Proposed Structure Summary Sheet No. & Station (Sheet No.: 4IStation: 15+80 -L- Number of Barrels: 1 Drainage Area (ac or sq mi): 3.95 Barrel Width/Diameter (ft): 28 Surface Water Body: (1)Fish Dam Creek Barrel Height (ft): 9 Culvert Type: Bottomless CONSPAN or equivalent Culvert Length (ft) 50 Avoidance and Minimization Efforts: (Bridge to Culvert) A bottomless culvert was selected in order to provide the maximum waterway opening with the least impact to the streambed. Stream Slope Fish and/or Aquatic Life Passage Existing Average Stream Slope (%): 0.40 % Existing Low Flow Channel Dimensions in the Stream: 20-foot wide with side slopes varying from 1.5:1 to 2:1 Proposed Culvert Slope (%): 0.40 % Culvert Burial Proposed Culvert Burial Depth (ft): N/A Existing Streambed Material: Weathered Rock Proposed Low Flow Dimensions Through the Culvert: 20-foot wide with side slopes varying from 1.5:1 to 2:1 Proposed Sills/Baffles: N/A Existing Low Flow Velocities in the Stream (ft/s): 9 Proposed Low Flow Velocities Through the Culvert (ft/s): 9 Alternating Low Flow Sills/Baffles: N/A Culvert/Stream Alignment Stream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability: Culvert not anticipated to substantially affect stream patterns. Bed Forms Impacted by Culvert (riffles, pools, glides, etc.): N/A Low Flow Floodplain Bench Required? (provide justification) No Bends at Inlet/Outlet? (describe culvert alignment with stream) No Stream Realignment Necessary? (provide justification) No Bank Stabilization: Class 'II' riprap provided on banks for a distance of approximately 30-feet upstream and downstream of culvert. Outlet Velocities Natural Stream Channel 2-yr Velocity (ft/s): Natural Stream Channel 10-yr Velocity (ft/s): 6.2 Proposed Culvert 2-yr Outlet Velocity (ft/s): Proposed Culvert 10-yr Outlet Velocity (ft/s): 9 Roadway Geometric Considerations Evaluate/Describe Roadway Geometric Constraints: The stream crossing and proposed culvert is constrained between secondary roads, driveways, and existing residential properties. Ir co r 1 SEE Sheet H For Index EX of Sheets STATE STATE PROJECT REPERENCE NO. SHEET NO. SHEETS /,(�� See Sheet 98 For Conventional Symbols STATE OF NORTH CARO INd 11 N.C. B-4977 1 r d J - DIVISION OF HIGHWAYS STATE PROL NO. F. A. PROD. NO. DESCRIPTION 39896.1.1 BRZ-1313(004) P.E. ' 'a '" 39896.2.1 RNV & UTIL. 'a fires 39896.3.1 CONST. ' WILI<ES COUNTY K ,.1 II . --, 0:1,,,\ • ,. `4 PROJECT LOCATION: BRIDGE NO. 960075 OVER FISH DAM letwilM911111 CREEK ON SR 1313 RD) i \, • • Congo d° LOCATION (CONGO �y'�er ri�!/1� i100 � , �► '�!` _ PP 131s TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE r,��L"�r► 4v ale40mIl�� . b �� V 1313. �►� BuckL'r4 7 R Wetland & Stream Impacts +'•�' 1*44 V.-16* 011 VICINITY MAP a 00 0 c�` (V 9 r.li28'x (NOT TO SCALE) BOTTOMLESS CULVERT �e 4' 0 Q BEGIN CONSTRUCTION 0 'CC ' ) ROUTE -DR2- POT STA 10+50.00 cADv� ( Z Z o\� \�\\ 4 BEGIN CONSTRUCTION BEGIN TIP PROJECT B-4977 0 *`., —L— POT STA 13+80.00 —Y— POC STA 11+00.00 SITE 2 �N / 1 END TIP PROJECT B-4977 �NroN R� CONGO RD. SR 1313 -L — ,�� // —L— POC STA 17 + 80.00 ..,,,....„=„::\ .. , . . r...,,,,‘„ _..--"INC ; �a// SITE 1 � rf�. BEGIN CONSTRUCTION \ \ C'ON NN\ —DR1— POC STA 11+20.00 AA \\ "6-0 NN • N \\\. O/ 0 PERMIT DRAWING SHEET OF NOTES: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION C • CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED . CONTRACT GRAPHIC SCALES 20 10 0 20 40 DESIGN DATA ADT 2019 = 190 ADT 2039 = 290 PROJECT LENGTH Prepared for the North Carolina Department of Transportation in the office of: HDR Engineering, Inc. of the Carolinas �,� 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 HYDRAULICS ENGINEER NON?� ' 1 1 1 11111 K % 2018 STANDARD SPECIFICATIONS A. 0 PLANS — D — 50 % LENGTH ROADWAY PROJECT B-4977 = 0.070 MILES PE 7, DOMINIC WAINWRIGHT, PE SIGNATURE: m 20 10 0 20 40 T = 3 % LENGTH STRUCTURES PROJECT B-4977 = 0.006 MILES RIGHT OF WAY DATE: PROJECT ENGINEER ROADWAY DESIGN 7, m ' " 11111 V = 25 MPH TBD ENGINEER A� PROFILE TOTAL LENGTH PROJECT B-4977 = 0.076 MILES ALEXANDER D. SNIDER, PE �� 4> (HORIZONTAL) 4 2 0 4 8 TEST =1% DUAL 20/D FUNC CLASS= LETTING DATE: PROJECT DESIGN ENGINEER JOE L. LAWS, PE `' i"� LOCAL RURAL MAY 2020 NCDOT CONTACT PROFILE SUB —REGIONAL TIER DIVISION II BRIDGE PROGRAM MANAGER P.E. (VERTICAL) SIGNATURE: I L: 0 TP a S In �(9 L ma o¢ tv ccE 01� 01 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCGS FOR MONUMENT "B4977-1" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 883394.2646(ft) EASTING: 1337167.0994(ft) ELEVATION: 1185.09(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9999453330 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B4977-1" TO -L- 10+00.00 STATION IS N 87° 33' 36.40 ii 603.24' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 LEGEND: AV/s/ DENOTES IMPACTS IN SURFACE WATER CHARLES E. CHURCH DENOTES TEMPORARY IMPACTS IN SURFACE WATER -L- PC Sta. 12+50.39 10" STL WALTER LEE WYATT MARGIE W. WYATT TO HWY 42/ BANK STABILIZATION -L- 'NOT TO SCALE EXISTING R/W -L- PT Sto.13+77.92 PROPOSED EXISTING GROUND \ EXCAVATION CLASS II RIP RAP 2' THICK W/ GEOTEXTILE (TYP.) EXISTING GROUND CLASS II RIP RAP 2' THICK GEOTEXTILE ITYP.) 28' INLET CHANNEL (LOOKING DOWNSTREAM) 28' OUTLET CHANNEL (LOOKING DOWNSTREAM) EXCAVATION=9S CY PROPOSED EXCAVATION -DR2- PC Sto. 10+60.62 -DR2- PT Sta. 10+89.61 WOODS S 83'59'31.3"E SITE 1 L- +54.00 D Ii GREU TL-2, +20 STANDARD BASE DITCH W/CLASS 'B' RIP RAP EMBEDDED EST. 49 TONS SEE DETAIL 'A' -L- PC Sto.14+21.06 v.IEGINIA M. JONES JERRY RAY JONES w0000 \ Ns.. - DR2- POT Sta. 10+ 24R.BST CLASS 'II' RIP RA EST. 60 TONS 80 SY GEO-TEXTIL' BOTTOMLESS CULVERT 28' SPAN X 9' RISE WD DECK 0° 3/' W/BS/T OVERLAY N 2A'_ TOE PROTECTION SEE DETAIL 'B' - DRI- PRC Sto. /1+6/26 -DRI- PCC Sto. 11+29.07 BETTY S. ELLER (TRUSTEE) /+ -L- PRC Sto.16+00.08 -DRI- PC Sto.10+63.37 DWIGHT EDWARD CHURCH DB 835 PG 9 DB 655 PG 159 -DRI- POT Sto. 10+00.00 -Y- PC Sta. 10+00.00 N 0 0 N N ca Z SITE 2 PROJECT REFERENCE NO B-4977 INN SHEET NO ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER INCOMPLE DO NOT USE FOR II E PLANS / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 -Y- PT Sta. 10+82.84 S 42° 08' 16.8" y♦/ - Y- PC Sto. 11+13.94 -Y- PT Sta. /1+63.55 - L- PRC Sto. /6+63.96 WOODS IiOHN . CHURCH HN ' CHURCH BOBBY HAMBY OPAL L. HAMBY GUY ANTHONY SMITHEY, SR. NAOLA N. SMITHEY DETAIL A STANDARD BASE DITCH (Not to Scale) Natural Natural Ground D .‘5•'N Ground dt Min. D= 2.0 Ft. Max. d= 1.0 Ft. "When B is < 6.0' B= 4.0 Ft. Type of Liner= Class 'B' Rip -Rap FROM STA.14+50 TO STA.15+00 RT -L- DETAIL B TOE PROTECTION ( Not to Scale) NATURAL GROUND d GEOTEXTILE d= 1.0 Ft. Type of Liner= Class 'B' Rip -Rap FILL SLOPE FROM STA.11+50 TO STA.12+06 LT -DR1- -L- PCC Sto. 18+82.39 PERMIT DRAWING SHEET OF RESp`\N\� cM z 0 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCGS FOR MONUMENT "B4977-1" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 883394.2646(ft) EASTING: 1337167.0994(ft) ELEVATION: 1185.09(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9999453330 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B4977-1" TO -L- 10+00.00 STATION IS N 87° 33' 36.40 ii 603.24' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 LEGEND: DENOTES IMPACTS IN SURFACE WATER 1 CHARLES E. CHURCH 2'N'T\,\\\\\\ \\ \\ — \ I � I I I / / I I IN11Yy \\\\\\\\\ ��ki:� >i \ \ BETTY S. ELLER (TRUSTEE) / i DENOTES TEMPORARY / / I \ _ IMPACTS IN SURFACE WATER ' / •/ / l_F / I I 1 1 I I \' I I� z,� �� /7 // /l /l /l /� j I j � I � I I �///121y- //�/ �� // / / / / /III I I I /7 // // l I I I I I I / / / / J III) _ i _ i / / i i—L- P,C310.12+5 ' --,'�_/ / // ��/ / / / / Immt it / / / / / � � � /� � -- / / � _- --DR2- PC Sim I 60B2 "A‘///s/ o \ \ z/ \CONGO RD. 5 13/3 \ TO HYY WA'>TEE1LEE WYATTT -I 61 W R& _ i - — 28 INLET CHANNEL (LOOKING DOWNSTREAM) 28' OUTLET CHANNEL (LOOKING DOWNSTREAM) - — _� / DR2/ PT Ste.10+8 —5 / — J — — 1200 —1" L4-St,j \ F�_.�—mac-- _ TAN AW EAS -BI •:_ =06iI� ST. NAP— -- SEE DEDED-EST.3�-T --_ SEE DETAIL SITE 1 — — L _ 5£Z1 �� -90er--- erzr EP �B �� .14* / / -Y- PC Sta.104-00.00 N 0 0 N N o I I I� z� I ( PROJECT REFERENCE NO ROADWAY DESIGN ENGINEER DO NOT USE FOR SHEET NO. HYDRAULICS ENGINEER / ACQUISITION E PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / ////,;(„//;/criii:////////////////////////////iii>//,/////(//2//(/// ,/// )////,-)_I(///// /117( // /B04,‘,(i((( HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 ////// ///i/retisri ÷!/.94/1//1//1/////V/ALf; 7/)(1 \7\,\\\\ ii to 1: II/ „(,)od 44 L. I ARC \\:( \k\\\\4 I i I — STANDARD BASE DITCH 0\% \\\\\, I "\\4\ "When B is < 6.0' Natural dt Nrnadl HE NATURAL GROUND DETAIL B TOE PROTECTION ( Not to Scale) 01' FILL GEOTERME Type of Liner= Class Rip -Rap N\\ \\\\\\\\` • PERMIT DRAWING SHEET OF nairffiliMIEMMISMEHUR 1 1. 10 _.. _co or_en._ N.. lauain>rxirzj�:• Gyraizykal • • N Z 0 C•••• ENN NEM .0 151 1190 1180 1170 111111111 11111111111111 J1111111111III1!" 11111111 11111111111111 111111111111111 I 11111111111111111 :1111: HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 : PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER INCOMPLE DO NOT USE FOR HYDRAULICS ENGINEER E PLANS /W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1111111 11111111111111 1111111111111 1111111E 21111111111111 1111111111111"" 1 Ili€ 11111111: 111 11 ""'IIII 1 !2!IIIIII1 IIII.....11llMEMMMM @@IIIII@I !I!IIIIi•,:;;:1 I• \I �. 1 1 ■I •111 VI 11 Lil 11 11 Ali II. IC J, 1U 1 _A•.. COAL= :GAL_ _�►_ •••:1uT4•1Cld ..10. 1.•.L.11_• 111I'.1' •d.I IP'I .lnL�VE ..• r1.1aa11•1 �rar.nll n ■lE. c•'J_,1 ■,n•,L•,Ic. i 141 •il 411 J VI 11,1. •..•mi qn II 1 V1I tO Ii. ■..r �� •. .. r•rrI— m '.7 i•• ■I U \'I••E=_• yir .... I11111111111111.....:: EE• •ME ....— �.•...- MN 1I II ------P 1 7.\i.// 11 II••1 WW1 ' 11 II••LI .A• 1: ..• m I \\ 1'r:lJl'1 ^I 1i=.=iI 1■ •'J!;1• ! 1 R 11• •'.!I g/i I... d•Giir■rr.iRN EMMMEMMMMEMMMMEMMMMEEMENN MEN •�� .•. 7 V l J lljl\ S.IULIW LI PME E• R• ■=MMEMMM= E•E•E MN 11 11 l.r7.•rn.-EN-I^\.Dr7T•11C� MN IFIANI �I1:.•:i��ll q 1.I I1 •E MEEK .a • d71._11 ■ VW/ 1: ENV _■ . 1 . U .11 •.1 1■ ■. i r 1•I I•I'i.. \I'\. I [' ■ ' . 1•. 11 -]I I■ 1• '_.••.' 1 .I MI ••l 11 1:1 11 I I•• 'MI AI NMI I■ ■• 1 111 1 IN. IL\•' -- l • 1.1 ■ I•L'U l ■•I .1• I .• Mr•L^••L••.11.L • _ ^ —E•••••E• ilNM IMENENNE Mil .• ■ ■ E. s •E 111 ••• E•E PERMIT DRAWING SHEET OF Revised 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 14+40 to 15+20 -L- 54" Culvert < 0.01 < 0.01 77 10 2 15+66 to15+94 -L- 28' x 9' CONSPAN or equivalent 0.01 0.01 32 24 Bank Stabilization 0.03 61 TOTALS*: 0.04 0.01 170 34 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 11/22/2019 WILKES B-4977 39896.1.1 SHEET 5 OF 5