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Home My WebLink About20191723 Ver 1_B-4977_Permit Drawings_2019-11-22_20191216(Version 2.08; Released April 2018)39896.1.1TIP No.:B-4977County(ies):Wilkes Page 1 of 3TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future:Year:2039Existing:Year:Aquatic T&E Species?NoComments:NoN/ANoN/ADeck 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)ac.(2) Travel lanes varying in width from 8' to 10'.290joshua.massrock@hdrinc.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:Fish Dam Creekmercury (Hg)190(2) 10-foot travel lanes with 4-foot paved shoulders. Waterbody Information2019NCDWR Stream Index No.:39896.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)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. 555 Fayetteville St.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:801 Statesville Rd.Address:General Project InformationB-4977WBS Element:Bridge ReplacementWBS Element:Josh MassrockNCDOT Contact:336-903-9138Suite 900Raleigh, NC 27601Contractor / Designer:919-232-6631jlaws@ncdot.govAddress:10/22/2019WilkesWilkesboro, NCJoe LawsNorth Wilkesboro, NC 28659River Basin(s): City/Town:0.6Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoAgricultural/Residential adjacent to mountanous terrainFish Dam Creek12-350.40.076 milesProject DescriptionProposed ProjectYadkin-Pee DeeNoneSupplemental Classification: NoneWetlands within Project Limits? (Version 2.08; Released April 2018)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSWBS Element:39896.1.1TIP No.:B-4977County(ies):Wilkes Page 2 of 3Aquatic T&E Species?NoComments:NoNoNoWBS Element:Surface Water Body (2): Buffer Rules in Effect:N/AAdditional Waterbody InformationUT to Fish Dam CreekNCDWR Stream Index No.:12-35NRTR Stream ID:Water Supply IV (WS-IV)Primary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: SAOther Stream Classification: Impairments:mercury (Hg)Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?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)Deck Drains Discharge Over Water Body? (Version 2.08; Released April 2018)39896.1.1TIP No.:B-4977County(ies):Wilkes Page 3of 3Sheet No.:4Station:15+80 -L-Barrel Height (ft):Culvert Length (ft)%%Evaluate/Describe Roadway Geometric Constraints:The stream crossing and proposed culvert is constrained between secondary roads, driveways, and existing residential properties. Proposed Culvert 2-yr Outlet Velocity (ft/s):Natural Stream Channel 10-yr Velocity (ft/s):6.2Proposed Culvert 10-yr Outlet Velocity (ft/s):9Roadway Geometric ConsiderationsBank Stabilization:Class 'II' riprap provided on banks for a distance of approximately 30-feet upstream and downstream of culvert.Natural Stream Channel 2-yr Velocity (ft/s):Outlet VelocitiesBends at Inlet/Outlet?(describe culvert alignment with stream)NoStream Realignment Necessary? (provide justification)NoCulvert/Stream AlignmentStream 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/ALow Flow Floodplain Bench Required? (provide justification)No20-foot wide with side slopes varying from 1.5:1 to 2:1Proposed Sills/Baffles:N/AExisting Low Flow Velocities in the Stream (ft/s):9Proposed Low Flow Velocities Through the Culvert (ft/s):9Alternating Low Flow Sills/Baffles:N/ACulvert BurialProposed Culvert Burial Depth (ft):N/AExisting Streambed Material:Weathered RockProposed Low Flow Dimensions Through the Culvert: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 SlopeFish and/or Aquatic Life PassageExisting Average Stream Slope (%):0.40Existing Low Flow Channel Dimensions in the Stream:20-foot wide with side slopes varying from 1.5:1 to 2:1Proposed Culvert Slope (%):0.40Surface Water Body:(1)Fish Dam Creek50Culvert Type:Bottomless CONSPAN or equivalent9Proposed Structure SummarySheet No. & StationDrainage Area (ac or sq mi):3.95Number of Barrels:1Barrel Width/Diameter (ft):28North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSWBS Element:Bridge to Culvert Avoidance and Minimization in the office of: of Transportation North Carolina Department Prepared for the 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NA09/08/9910/22/2019...\Drawings\B-4977_PRM_TSH.dgn P.E.$$$$USERNAME$$$$DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA STATE STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION N.C.1 RIGHT OF WAY DATE: HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN SIGNATURE: P.E. PROJECT LENGTHGRAPHIC SCALES DESIGN DATA SIGNATURE: P.E. See Sheet 1B See Sheet 1A For Conventional Symbols For Index of Sheets DETOUR ROUTE LOCATION PROJECT LETTING DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEETS TOTAL NO. SHEETSTATE PROJECT REFERENCE NO.CONTRACT: PROJECT ENGINEER PROJECT DESIGN ENGINEER K D T V = = = = = % % MPH ADT TTST =1% DUAL 2% 2019 190 25 % TYPE OF WORK: LOCATION: GRADING, DRAINAGE, PAVING, AND STRUCTURE WILKES COUNTY ALEXANDER D. SNIDER, PE 2018 STANDARD SPECIFICATIONS HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 DOMINIC WAINWRIGHT, PE B-4977 B-4977TBD LOCAL RURAL FUNC CLASS= SUB-REGIONAL TIER JOE L. LAWS, PE -Y- POC STA 11+00.00 BEGIN CONSTRUCTION FISH D A M CREEK -L- POT STA 13+80.00 BEGIN TIP PROJECT B-4977 -L- POC STA 17+80.00 END TIP PROJECT B-4977 10 010 -DR2- POT STA 10+50.00 BEGIN CONSTRUCTION (NOT TO SCALE) 1441 1435 1442 1313 1313 1313 1313 1313 1378 1143 1206 1183 1205 1203 12341143 1226 1146 1207 1147 1147 1146 1147 1313 1314 1391 1391 1392 1419 1374 1315 1315 1424 1423 1385 1317 1376 1371 1386 1388 1387 1318 1318 1319 1320 1395 1384 1382 1415 1390 1337 1375 1373 1339 1401 1337 1316 1421 1388 1373 1632 1325 1433 1383 1383 1421 1437 1440 1374 1325 1147 1381 1379 1316 1182 1449 421 Buck Congo 1263 20 20 20 20 =ADT 290 --- TO THE LIMITS ESTABLISHED BY METHOD II CLEARING ON THIS PROJECT SHALL BE PERFORMED NOTES: CONGO RD. SR 1313TO N. MINTON RD -DR 2- -DR1- -L- -Y- - L- TO BOONE TRAIL CONGO RD. S R 1313 39896.1.1 BRZ-1313(004) DIVISION 11 BRIDGE PROGRAM MANAGER NCDOT CONTACT INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITIONTIP PROJECT:39896.2.1 39896.3.1 R/W & UTIL. CONST. CREEK ON SR 1313 (CONGO RD) BRIDGE NO. 960075 OVER FISH DAM NA 2007NAD 83/TO NC 16 4 -DR1- POC STA 11+20.00 BEGIN CONSTRUCTION SR 1315FISH DAM CREEK RD.BOTTOMLESS CULVERT 28' x 9' TOTAL LENGTH PROJECT B-4977 = 0.076 MILES LENGTH STRUCTURES PROJECT B-4977 = 0.006 MILES LENGTH ROADWAY PROJECT B-4977 = 0.070 MILES 2039 50 3 40 40 4 2 4 8 VICINITY MAP Fish Dam Creek Millers Creek 421 16 1315 16 Impacts Wetland & Stream SITE 1 SITE 2 MAY 2020 SHEET __ OF __ PERMIT DRAWING HHMARGIE W. WYATT WALTER LEE WYATT JERRY RAY JONES VIRGINIA M. JONES HELEN T. CHURCH HOHN G. CHURCH 4SBW GATE MTL 4S B W4SB W 1SBW 1S B W18" CMPVAR. GR VAR. GR 18" HDPE VAR. GR 2SB W2SBW INV=1178.71'WOODS 18' BST VAR. BST FISH D A M C R EEK R D . SR 1315 CONGO RD. SR 1313 CONGO RD. SR 131319' BST 19' B ST (TYP.) CONC WW BRIDGE#75 TO WILKESBORO TO MILLERS CREEK TO HWY 421 WOODS 10" STL 10" STL 10" STL 18 " CMP 24" HDPE 24" HDPE 18" CMP IN V=1174.53' WD RAIL WD RAIL 12" HDPESEAT=1183.61'SEAT=1183.58'SEAT=1 1 8 3. 6 2' S E A T=1183.62' SIGN 1SB W30"RCP 24" HDPE DI 15" HDPE EXISTING R/W EXISTING R/W EXISTING R/WE XIS TI N G R/WEXISTING R/W OPAL L. HAMBY BOBBY HAMBY (TRUSTEE) BETTY S. ELLER NAOLA N. SMITHEY GUY ANTHONY SMITHEY, SR. WOODS WOODS CHARLES E. CHURCH WD WALL VAR. HT50.00'50.00' 50 .00' EXISTING R/W 60.00' 10" STL W/BST OVERLAY WD DECK WOODS DWIGHT EDWARD CHURCH DB 655 PG 159 DB 835 PG 9 E XIS TI N G R/WGATESWD & MTL F F F F F C C F F F F F F F F C C C C F F F F F F F F 4 5 3 1 2 1510 -L- PC Sta. 12+50.39 -L- PC Sta. 14+21.06 -L- PT Sta. 13+77.92 -DR1- POT Sta. 10+00.00 -DR1- PC Sta. 10+63.37 -DR1- PCC Sta. 11+29.07 -DR1- PRC Sta. 11+61.26 -L- PRC Sta. 16+63.96 -L- PCC Sta. 18+82.39 -Y- PC Sta. 10+00.00 -Y- PT Sta. 11+63.55 -Y- PC Sta. 11+13.94 -Y- PT Sta. 10+82.84 -DR2- POT Sta. 10+00.00 -DR2- PC Sta. 10+60.62 -DR2- PT Sta. 10+89.61 -DR1- PT Sta. 12+30.31 -L- PRC Sta. 16+00.08 GREU TL-2, +20 ,+95 CAT-1 +82 AT-1, +90 AT-1, +65 AT-1,GREU TL-2, +55DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.11/22/2019...\Drawings\B-4977_PRM_PSH.dgn$$$$USERNAME$$$$8/17/99 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED B-4977 4 NAD 83/ NSRS 2007HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 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 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 EX. R/W -L- +54.00 55.00' LT -L- +15.00 SHEET __ OF __ PERMIT DRAWING F I S H DAM CREEK(LOOKING DOWNSTREAM) OUTLET CHANNEL (LOOKING DOWNSTREAM) INLET CHANNEL GEOTEXTILE (TYP.) 2' THICK W/ CLASS II RIP RAP *NOT TO SCALE EXISTING GROUND EXCAVATION PROPOSED EXCAVATION PROPOSED 28' 28' BANK STABILIZATION -L-1.5:1(MAX.)1.5:1(MAX.)EXISTING GROUND 1.5:1(MAX.)GEOTEXTILE (TYP.) 2' THICK W/ CLASS II RIP RAP 1.5:1(MAX.)EXCAVATION=131 CY EXCAVATION=95 CY ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM STA. 11+50 TO STA. 12+06 LT -DR1- DETAIL B Type of Liner= Class 'B' Rip-Rap d= 1.0 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE 1.5:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 14+50 TO STA. 15+00 RT -L- DETAIL A B= 4.0 Ft. Max. d= 1.0 Ft. Min. D= 2.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= Class 'B' Rip-Rap 75 SY GEO-TEXTILE EST. 55 TONS CLASS 'II' RIP RAP REMOVE REMOVE REMOVE HW REMOVE 28' SPAN X 9' RISE BOTTOMLESS CULVERT REMOVE 18"RETAI NRETAIN RETAIN RETAIN 18" RCP-III SEE DETAIL 'B' TOE PROTECTION SEE DETAIL 'A' EMBEDDED EST. 49 TONS W/CLASS 'B' RIP RAP STANDARD BASE DITCH 80 SY GEO-TEXTILE EST. 60 TONS CLASS 'II' RIP RAP TB DI GRADE TO DRAIN 54" SITE 2SITE 1 LEGEND: SURFACE WATER DENOTES IMPACTS IN IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S TS TS HHMARGIE W. WYATT WALTER LEE WYATT JERRY RAY JONES VIRGINIA M. JONES HELEN T. CHURCH HOHN G. CHURCH 4SBW GATE MTL 4S B W4SB W 1SBW 1S B W18" CMPVAR. GR VAR. GR 18" HDPE VAR. GR 2SB W2SBW INV=1178.71'WOODS 18' BST VAR. BST FISH D A M C R EEK R D . SR 1315 CONGO RD. SR 1313 CONGO RD. SR 131319' BST 19' B ST (TYP.) CONC WW BRIDGE#75 TO WILKESBORO TO MILLERS CREEK TO HWY 421 WOODS 10" STL 10" STL 10" STL 18 " CMP 24" HDPE 24" HDPE 18" CMP IN V=1174.53' WD RAIL WD RAIL 12" HDPESEAT=1183.61'SEAT=1183.58'SEAT=1 1 8 3. 6 2' S E A T=1183.62' SIGN 1SB W30"RCP 24" HDPE DI 15" HDPE EXISTING R/W EXISTING R/W EXISTING R/WE XIS TI N G R/WEXISTING R/W OPAL L. HAMBY BOBBY HAMBY (TRUSTEE) BETTY S. ELLER NAOLA N. SMITHEY GUY ANTHONY SMITHEY, SR. WOODS WOODS CHARLES E. CHURCH WD WALL VAR. HT50.00'50.00' 50 .00' EXISTING R/W 60.00' 10" STL W/BST OVERLAY WD DECK WOODS DWIGHT EDWARD CHURCH DB 655 PG 159 DB 835 PG 9 E XIS TI N G R/WGATESWD & MTL 1175 11751175117511751175 117511751180118011801180 1180118011801180 118 0 1180 118011801180 118511851185 1185 1185 1185118511851185118511851 18 5 118511851 1 8 5 118511901190 119011901190 1190119011901190119011901190 1190 1190119511951195 11951195 1195119511951195119511951195 1195120012001200 1200 1200120012001200120012001 2 0 0 120012051205 1205 12051205120512051205 12051210121012101210121012101210 1210 1215 12151215121512151220122012201220 1220 1225122512251225123012301 2 3 0 123512351 2 3 5 124012401245124512501250F F F F F C C F F F F F F F F C C C C F F F F F F F F 4 5 3 1 2 1510 -L- PC Sta. 12+50.39 -L- PC Sta. 14+21.06 -L- PT Sta. 13+77.92 -DR1- POT Sta. 10+00.00 -DR1- PC Sta. 10+63.37 -DR1- PCC Sta. 11+29.07 -DR1- PRC Sta. 11+61.26 -L- PRC Sta. 16+63.96 -L- PCC Sta. 18+82.39 -Y- PC Sta. 10+00.00 -Y- PT Sta. 11+63.55 -Y- PC Sta. 11+13.94 -Y- PT Sta. 10+82.84 -DR2- POT Sta. 10+00.00 -DR2- PC Sta. 10+60.62 -DR2- PT Sta. 10+89.61 -DR1- PT Sta. 12+30.31 -L- PRC Sta. 16+00.08 GREU TL-2, +20 ,+95 CAT-1 +82 AT-1, +90 AT-1, +65 AT-1,GREU TL-2, +55DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.11/22/2019...\Drawings\B-4977_PRM_PSH.dgn$$$$USERNAME$$$$8/17/99 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED B-4977 4 NAD 83/ NSRS 2007HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 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 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 EX. R/W -L- +54.00 55.00' LT -L- +15.00 SHEET __ OF __ PERMIT DRAWING F I S H DAM CREEK(LOOKING DOWNSTREAM) OUTLET CHANNEL (LOOKING DOWNSTREAM) INLET CHANNEL GEOTEXTILE (TYP.) 2' THICK W/ CLASS II RIP RAP *NOT TO SCALE EXISTING GROUND EXCAVATION PROPOSED EXCAVATION PROPOSED 28' 28' BANK STABILIZATION -L-1.5:1(MAX.)1.5:1(MAX.)EXISTING GROUND 1.5:1(MAX.)GEOTEXTILE (TYP.) 2' THICK W/ CLASS II RIP RAP 1.5:1(MAX.)EXCAVATION=131 CY EXCAVATION=95 CY ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM STA. 11+50 TO STA. 12+06 LT -DR1- DETAIL B Type of Liner= Class 'B' Rip-Rap d= 1.0 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE 1.5:12:1D ( Not to Scale) STANDARD BASE DITCH B d FROM STA. 14+50 TO STA. 15+00 RT -L- DETAIL A B= 4.0 Ft. Max. d= 1.0 Ft. Min. D= 2.0 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= Class 'B' Rip-Rap 75 SY GEO-TEXTILE EST. 55 TONS CLASS 'II' RIP RAP REMOVE REMOVE REMOVE HW REMOVE 28' SPAN X 9' RISE BOTTOMLESS CULVERT REMOVE 18"RETAI NRETAIN RETAIN RETAIN 18" RCP-III SEE DETAIL 'B' TOE PROTECTION SEE DETAIL 'A' EMBEDDED EST. 49 TONS W/CLASS 'B' RIP RAP STANDARD BASE DITCH 80 SY GEO-TEXTILE EST. 60 TONS CLASS 'II' RIP RAP TB DI GRADE TO DRAIN 54" SITE 2SITE 1 LEGEND: SURFACE WATER DENOTES IMPACTS IN IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S TS TS 5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER REVISIONS PENTABLE:FILE:NCDOT\NCDOT_Western_Div_On-Call_M_\NCDOT-B-4977_Wilkes_Co.\6.0_CAD_BIM\6.2_WIP\B-4977\Hydraulics\PERMITS_Environmental\Drawings\B-4977_PRM_CSR.dgnUSER:DWAINWRIDATE:10/22/2019NCDOT_pdf_color_eng_100.pltPLOT DRIVER:1:46:43 PMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION HDR Engineering, Inc. of the Carolinas N.C.B.E.L.S. License Number: F-0116 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 LPROFILE ALONG C OF CULVERT 100 50 0 50 100150 150 GP ELEV. = 1186.3' SKEW = 90 o -L- 15+80 (NORMAL)2:1PROPOSED ROADWAY 1180 1170 1190 ALONG CULVERT C EXISTING GROUND L L S=0.004EL=1173.0' NWSEL REMOVE EXISTING BRIDGE CONSPAN OR EQUIVALENT STRUCTURE C = 1173.5' ELEVATION AT TOP OF FOOTING PERMIT DRAWING SHEET __ OF __ HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (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 impactsNOTES:Revised 2013 10 24SHEET 5OF 5 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSWILKESB-497739896.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS11/22/2019