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Home My WebLink About20210305 Ver 1_Meeting Request Review Doc Attachment_20210210(Version 2.02; Released April 2015)48064.1.1TIP No.:B-5870County(ies):Burke Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:N/AExisting: Year:Aquatic T&E Species?NoComments:No NoNoWetlands within Project Limits?NoneNoneSupplemental Classification: Rural, Residential UT to Irish Creek11-35-3-(2)0.20.047 miProject DescriptionProposed ProjectCatawbaRiver Basin(s): City/Town:0.2Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nomkcalloway@ncdot.govAsheville, NC 28803Address:8/19/2018BurkeMorgantonMike Calloway20 Old 74WBS Element:Bridge ReplacementWBS Element:Sungate Design GroupNCDOT Contact:(828) 298-1128Raleigh, NC 27606Contractor / Designer:(919) 710-8459905 Jones Franklin RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Address:General Project InformationB-587048064.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Project Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply III (WS-III)NCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:SANone1300B-5870 is a bridge to culvert replacement project that involves removing Burke County bridge #155, on SR 1410 (Goodman Lake Rd.) over an Unnamed Tributary to Irish Creek, and replacing with a 2@8'x8' RCBC with 1' sills. The existing bridge is 1 @24.3', 1@24', 1@24.3' steel plank deck on I-beams with timber piles and vertical timber abutments. Measures have been implemented to reduce impacts to the stream and surrounding properties include, maintaining exsting drainage patterns, using 2:1 fill slopes and discharging stormwater runoff as far away from the stream as is practicable. Further, rip rap is used at drainage outlets to dissipate energy and reduce erosion.NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SitePaved 11' lanes with 7' shoulder section (4' Paved)Waterbody Information2016NCDWR Stream Index No.:ac.Paved 11' lanes with 4' grassed shoulder sectionN/Abelam@sungatedesign.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/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) (Version 2.02; Released April 2015)48064.1.1TIP No.:B-5870County(ies):Burke Page 2 of 2Sheet No.:4Station:12+30 -L-Sq. MilesCulvert Height (ft):Culvert Length (ft)%%Evaluate/Describe Roadway Geometric Constraints:Proposed culvert is on a 120' skew to roadway. Roadway is much higher than existing ground, so 2:1 roadway side slopes were used to minimize culvert length. The existing bridge has concrete footings approximately 5' tall at the edge of the channel. The footings create a channel that is approximately 20' wide. Proposed Culvert 2-yr Outlet Velocity (ft/s):5.1Natural Stream Channel 10-yr Velocity (ft/s):6.2Proposed Culvert 10-yr Outlet Velocity (ft/s):6.1Roadway Geometric ConsiderationsBank Stabilization:Yes, class I rip rap has been specified on the banks at the inlet and outlet ends of the culvert.Natural Stream Channel 2-yr Velocity (ft/s):5.1Outlet VelocitiesSharp Bends at Inlet/Outlet?(describe culvert alignment with stream)Yes Sharp bend approximatley 60 feet downstream of culvert outlet. Existing bend is stable with large trees growing on banks. Stream Realignment Necessary? (provide justification)No Culvert alignment mimics natural stream alignmentCulvert/Stream AlignmentStream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability:Proposed culvert slope mimics existing channel slopeBed Forms Impacted by Culvert (riffles, pools, glides, etc.):RiffleLow Flow Floodplain Bench Required? (provide justification)No Existing stream width approximately matches culvert width.16' wide Proposed Sills/Baffles:1' Sills on both barrelsExisting Low Flow Velocities in the Stream (ft/s):4.3 ft/s (2-yr Bankfull = 188 CFS)Proposed Low Flow Velocities Through the Culvert (ft/s):3.9 ft/s (2-yr Bankfull = 188 CFS)Alternating Low Flow Sills/Baffles:NoneCulvert BurialProposed Culvert Burial Depth (ft):1Existing Streambed Material:Silt, Sand, Pebbles, Gravel, CobblesProposed Low Flow Dimensions Through the Culvert:Avoidance and Minimization Efforts:(Bridge to Culvert)Culvert inverts will be buried 1' below stream channel bed. 2:1 fill slopes were used to minimize culvert length and stream impacts. Offsite detour used to eliminate need for phased construction. Stream SlopeFish and/or Aquatic Life PassageExisting Average Stream Slope (%):0.30Existing Low Flow Channel Dimensions in the Stream:20' wide channel Proposed Culvert Slope (%):0.30Surface Water Body:(1)UT to Irish Creek104Culvert Type:Reinforced Concrete Box Culvert8Proposed Structure SummarySheet No. & StationDrainage Area (ac or sq mi):1.25Number of Culverts:2 BarrelsCulvert Width/Diameter (ft):8North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSWBS Element:Bridge to Culvert Avoidance and Minimization WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 7 PERMIT DRAWING 25 50 10050 25 50 10050 5 10 2010 V = = =MPH ADT ADT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAPrepared in the Office of: DIVISION OF HIGHWAYS KCI http://www.kci.com Plans Prepared For: 1000 Birch Ridge Dr. Raleigh NC, 27610 RIGHT OF WAY DATE: LETTING DATE: PROJECT ENGINEER NCDOT CONTACT: PROJECT DESIGN ENGINEER DEWAYNE L. SYKES, P.E. 2012 STANDARD SPECIFICATIONS KCI Associates of N.C., P.A. 4505 Falls of Neuse Road, Suite 400 Raleigh, NC 27609 Phone (919) 783-9214 Fax (919) 783-9266 BRYAN E. HOUGH, P.E. GRADING, PAVING, DRAINAGE AND STRUCTURE VICINITY MAP 2016 1300 2040 40 SITE PROJECT -L- See Sheet 1-B For Conventional Symbols 25% PRELIMINARY PLANSNAD 83/ 2001STRUCTURES MANAGEMENT UNIT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ______. THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES. BURKE COUNTY REPLACE BRIDGE NO. 155 OVER IRISH SUB - REGIONAL TIER OCTOBER 25, 2018 OCTOBER 3, 2019 -L- STA. 12+16.94 BEGIN CULVERT -L- STA. 12+37.53 END CULVERT 4 SR 1410 SR 1410 CAM DR.TO NC 181FUNC CLASS = LOCAL DETOUR ROUTE CREEK ON SR 1410 (GOODMAN LAKE RD.) INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION T O HE N DERS ON MILL R D (SR 1439) G O O D MA N LAKE RD. 17BP.13.R.165 17BP.13.R.165STATE PROJECT:-L- STA. 10+44.00 BEGIN STATE PROJECT 17BP.13.R.165 -Y- STA. 10+43.00 END CONSTRUCTION -L- STA. 14+15.00 END STATE PROJECT 17BP.13.R.165 LENGTH OF ROADWAY STATE PROJECT 17BP.13.R.165= .070 MILES TOTAL LENGTH OF STATE PROJECT 17BP.13.R.165= .074 MILES LENGTH OF STRUCTURE STATE PROJECT 17BP.13.R.165= .004 MILES-Y-MIKE CALLOWAYIRISH CREEKIRISH CREEK63 126 181 181 MillerRd. Bridlewood Ln.SpringLake Dr.Cedar Ridge Dr . Jim BranchesSawRd. TarheelDr.Wild Blue Ln.Rd . 1244 1408 1254 1409 1410 1487 1486 1253 1410 1293 1316 1413 1461 14621252 1251 1441 1248 1412 1412 1411 1411 1470 1415 1440 1440 1467 1463 1461 1240 1439 1439 1439 1474 1423 1246 1477 1477 1478 12491248 1248 1280 1253 1337 1342 1343 14881490 1489 1491 1349GlenPowellAve.HarmonSt.Rd.KanipeHuntersRidgeTimber Trace Dr. Dr.LakeDr. PerkinsAve.TarHeel Dr . Oak Forest Ln. Collett Ave. BarrierLoop Rd.RoyCaldwell St. Willowtree Rd. Warrior Forest Tr.SpainhourRd. Spainhour Rd.SilverbrookCt.OakHillDr.PineDr.OakForestDr.Rd.FrankAllmanRd.FarmDr.ParklandDr.Ridge Rd. Rd. Henderson Mill Henderson Mill Rd.GwaltneyRd.SilverbrookRd.Bowman Ave. Freeman Ave. TomF oxSt.Rd.W his na nt Rd.FrankPie d mo nt Rd. Rd.GoodmanLakeRd.Sheffield Drive Cambridge Drive War ri orFork Creek Wilson Canoe Creek Gold Oak Hill 1248 1250 1246 1486 1480 1494 Cam Drive1.14.61 SHEET 2 OF 7 PERMIT DRAWING 0 50'25'50' SCALE: 1"=100' 100' SEE SHEET 4 OF 7 ENLARGEMENT VIEW DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax (919) 783-9266 KC I Engineers Planners Scientists Construction Managers Phone (919) 783-9214http://www.kci.com 4505 Falls of Neuse Road, Suite 400 Raleigh, NC 27609 CAM DR.4 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 17BP.13.R.165 MTL MTL 18" CMP WOODS WOODS WOODS WOODS **************************************** RR SPIKE IN BASE OF 12 INCH PINE BL STATION 5+84.00 64 RIGHT N 758884 E 1180634 BM1 ELEVATION = 1157.91 ****************************************BSTCAM DRSR 14 10 GOODMAN LAKE RD2 2.4' BS TIRISH CREEKIRISH CREEKGOODMAN LAKE PROPERTIES EXISTING R/W EXISTING R/WEXIST ING R /W EX I STIN G R/ W REBECCA COOKE FOREST COOKE & REBECCA COOKE FOREST COOKE & JAYNE S PEELER THOMAS W PEELER & JANICE K DEAN DARRELL DEAN & JANICE K DEAN DARRELL DEAN & GATE GR AVE L GR AV E L GRAVEL WOODS 60.00'TO HENDERSON MILL ROAD 60.00'60.00'15" CM PY A R D IN L E TC O N C GUY POTEET JACK & EMILY 21.3' BST SR 1410 GOODMAN LAKE RD. -L-1010SEE DETAIL#2 BANK STABILIZATION CL 'I' RIP RAP SEE DETAIL#3 BANK STABILIZATION CL 'I' RIP RAP SEE DETAIL#1 W/ 1.0' SILLS 2@8'X8' RCBC FROM STA. 12+20 TO STA. 12+50 -L- RT FROM STA. 12+00 TO STA. 12+43 -L- LT Fill Slope2:1 or Flatter b=4.0 Ft. d=2.0 Ft. Type of Liner= Class 'B' Rip-Rap b DETAIL #4 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile STA. 12+65 -L- LT ( Not to Scale) CULVERT OUTLET CHANNEL DETAIL #3 Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 50 Tons of Class 'I' Rip-Rap d=4 Ft. Length=40 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed ( Not to Scale) CULVERT INLET CHANNEL DETAIL #2 Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 40 Tons of Class 'I' Rip-Rap d=4 Ft. Length=30 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed STA. 12+00 -L- RT SEE DETAIL #4 EST. 67 SY GF EST. 25 TONS CL 'B' RIP RAP TOE PROTECTION SEE DETAIL #4 EST. 47 SY GF EST. 18 TONS CL 'B' RIP RAP TOE PROTECTION STA. 12+75 -L- LT FROM STA. 11+75 TO SHOULDER BERM GUTTER TB 2GI 18" RCP-IV EST. 10 SY GF EST. 3 TONS CL 'B' RIP RAP REMOVE SEE DETAIL #5 EST. 84 SY GF EST. 28 TONS W/ CL 'B' RIP RAP STD. 'V DITCH ELBOWS 15" W/ 2:12:1D ( Not to Scale) d STANDARD 'V' DITCH FROM STA. 10+37 TO STA. 11+00 -L- LT Type of Liner= Class 'B' Rip-Rap Max. d=1.0 Ft. Min. D=1.0 Ft. DETAIL #5 Ground Natural Ground Natural Geotextile 9/13 DETAIL #1 INLET AND OUTLET SILLS AT 2' (NOT TO SCALE) PLAN VIEW SILL HEIGHT BACK FILL WITH NATIVE MATERIAL TO SILL 8' 8' 1.0' 2' W/ SILLS SKEWED MULTI-BARREL CULVERT GEWLAHTGEWLAHTSILL HEIGHT BACK FILL WITH NATIVE MATERIAL TO 1.0' SILL SILL ELEVATION IN STREAM CHANNEL. (THALWEG) 3) TOP OF SILLS SHOULD MATCH STREAM BED SEPARATELY AND ATTACHED BY DOWELS. 2) SILLS ARE TO BE 1.0 FT. WIDE, CAST MAY BE SUBJECT TO PERMIT CONDITIONS. SUBJECT TO APPROVAL BY THE ENGINEER AND NATIVE MATERIAL IS THE CULVERT BARREL. THE STREAM BED MAY BE USED TO LINE ONLY MATERIAL THAT IS EXCAVATED FROM THE PROJECT SITE DURING CONSTRUCTION. FROM THE THE STREAM OR FLOODPLAIN AT CONSISTS OF MATERIAL THAT IS EXCAVATED CONTINUOUS CHANNEL. NATIVE MATERIAL IN THE CULVERT SHALL PROVIDE A 1) NATIVE MATERIAL BETWEEN SILLS *NOTES:NAD 83/ 2001F F F F F F F F F CFF FS S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY 1123 1123 11241124112411241124112511251125112511261126112611261127112711271127112811281128112811291129 1129112911301130 1130113011311131 113111311131 11321132 11321132 1132 1132 11331133 1133113 3 11331133 11341134 113411341134113411351135 113511351135113511361136 113611361136113611371137 113711371137113711381138 1138113811381138113811391139 113911391139113911401140 114011401140 11401140114111411141 114111411141114211421142 11421142114211431143114 3 1143114311431143114411441144 114411441144114411451145114511451145 114511461146 11461146 114611471147 1147114711471147114811481148114811481 1 4 8 11491149 1149 11491149114 9 114911501150 1150 11501150115011501 1 5 1 1151 1151115111511151115111511152 1152 1152 11521152 1152 11521152 115211521153 1153 1153 11531153 115311531153 11531 1 5 3 115311531154 11541154 1154 11541154 11541154 11541154 1154115411541154115411551155 11551 1 5 5 115511551155 11551155115511551155 1156 11561156115 6 11561156 1156115611561156 11571157115711571157 1157 115711581158115811581158 1158 1158 1159115911591159 1159 1160116011601160 1160 1161116111611161 1161 1162116211621162 1162 1163116311631163 1163 11631164116411641164 1164 116411651165116511651165 1166116611661166116611671167 1167 1167116711681168 1168 1 1 6 8 1169116911691169 1170117011701171117211731174117511761177117811791180118111821183 1184 SHEET 3 OF 7 PERMIT DRAWING 0 50'25'50' SCALE: 1"=100' 100' SEE SHEET 4 OF 7 ENLARGEMENT VIEW DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax (919) 783-9266 KC I Engineers Planners Scientists Construction Managers Phone (919) 783-9214http://www.kci.com 4505 Falls of Neuse Road, Suite 400 Raleigh, NC 27609 CAM DR.4 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 17BP.13.R.165 MTL MTL 18" CMP WOODS WOODS WOODS WOODS **************************************** RR SPIKE IN BASE OF 12 INCH PINE BL STATION 5+84.00 64 RIGHT N 758884 E 1180634 BM1 ELEVATION = 1157.91 ****************************************BSTCAM DRSR 14 10 GOODMAN LAKE RD2 2.4' BS TIRISH CREEKIRISH CREEKGOODMAN LAKE PROPERTIES EXISTING R/W EXISTING R/WEXIST ING R /W EX I STIN G R/ W REBECCA COOKE FOREST COOKE & REBECCA COOKE FOREST COOKE & JAYNE S PEELER THOMAS W PEELER & JANICE K DEAN DARRELL DEAN & JANICE K DEAN DARRELL DEAN & GATE GR AVE L GR AV E L GRAVEL WOODS 60.00'TO HENDERSON MILL ROAD 60.00'60.00'15" CM PY A R D IN L E TC O N C GUY POTEET JACK & EMILY 21.3' BST SR 1410 GOODMAN LAKE RD. -L-1010SEE DETAIL#2 BANK STABILIZATION CL 'I' RIP RAP SEE DETAIL#3 BANK STABILIZATION CL 'I' RIP RAP SEE DETAIL#1 W/ 1.0' SILLS 2@8'X8' RCBC FROM STA. 12+20 TO STA. 12+50 -L- RT FROM STA. 12+00 TO STA. 12+43 -L- LT Fill Slope2:1 or Flatter b=4.0 Ft. d=2.0 Ft. Type of Liner= Class 'B' Rip-Rap b DETAIL #4 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile STA. 12+65 -L- LT ( Not to Scale) CULVERT OUTLET CHANNEL DETAIL #3 Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 50 Tons of Class 'I' Rip-Rap d=4 Ft. Length=40 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed ( Not to Scale) CULVERT INLET CHANNEL DETAIL #2 Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 40 Tons of Class 'I' Rip-Rap d=4 Ft. Length=30 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed STA. 12+00 -L- RT SEE DETAIL #4 EST. 67 SY GF EST. 25 TONS CL 'B' RIP RAP TOE PROTECTION SEE DETAIL #4 EST. 47 SY GF EST. 18 TONS CL 'B' RIP RAP TOE PROTECTION STA. 12+75 -L- LT FROM STA. 11+75 TO SHOULDER BERM GUTTER TB 2GI 18" RCP-IV EST. 10 SY GF EST. 3 TONS CL 'B' RIP RAP REMOVE SEE DETAIL #5 EST. 84 SY GF EST. 28 TONS W/ CL 'B' RIP RAP STD. 'V DITCH ELBOWS 15" W/ 2:12:1D ( Not to Scale) d STANDARD 'V' DITCH FROM STA. 10+37 TO STA. 11+00 -L- LT Type of Liner= Class 'B' Rip-Rap Max. d=1.0 Ft. Min. D=1.0 Ft. DETAIL #5 Ground Natural Ground Natural Geotextile 9/13 DETAIL #1 INLET AND OUTLET SILLS AT 2' (NOT TO SCALE) PLAN VIEW SILL HEIGHT BACK FILL WITH NATIVE MATERIAL TO SILL 8' 8' 1.0' 2' W/ SILLS SKEWED MULTI-BARREL CULVERT GEWLAHTGEWLAHTSILL HEIGHT BACK FILL WITH NATIVE MATERIAL TO 1.0' SILL SILL ELEVATION IN STREAM CHANNEL. (THALWEG) 3) TOP OF SILLS SHOULD MATCH STREAM BED SEPARATELY AND ATTACHED BY DOWELS. 2) SILLS ARE TO BE 1.0 FT. WIDE, CAST MAY BE SUBJECT TO PERMIT CONDITIONS. SUBJECT TO APPROVAL BY THE ENGINEER AND NATIVE MATERIAL IS THE CULVERT BARREL. THE STREAM BED MAY BE USED TO LINE ONLY MATERIAL THAT IS EXCAVATED FROM THE PROJECT SITE DURING CONSTRUCTION. FROM THE THE STREAM OR FLOODPLAIN AT CONSISTS OF MATERIAL THAT IS EXCAVATED CONTINUOUS CHANNEL. NATIVE MATERIAL IN THE CULVERT SHALL PROVIDE A 1) NATIVE MATERIAL BETWEEN SILLS *NOTES:NAD 83/ 2001F F F F F F F F F CFF FS S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 10'5' 10' SCALE: 1"=20' 20' NAD 8312+00 -L-13+00 -L-S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 4 OF 7 PERMIT DRAWING MTL MTLBSTCAM DRIRISH CREEKIRISH CREEKEXISTING R/W EXISTING R/W JANICE K DEAN DARRELL DEAN & -L- SEE DETAIL#1 W/ 1.0' SILLS 2@8'X8' RCBC TB 2GI 18" RCP-IV REMOVE OELBOWS 15" W/ SURFACE WATER IMPACTS IN SURFACE WATER IMPACTS IN IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER TEMPORARY IMPACTS $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0 6/23/160 100100200 1140 1130 1120 1150 1160 TO BE REMOVED EXISTING BRIDGE TB LT TB RT EXST BED oSLOPE=0.3% CL BED ELEV=1122.35 2: 1 NORMAL2: 3 1 S KEWED2:1 NORMAL2:31 SKEWEDON 6/26/18=1123.7 NWSE AND WSE SKEW = 120 2@8'x8' RCBC W/ 1.0' SILLS GP EL = 1144.58 CL STA 12+31 -L- TB LT TB RT EXST BED PROFILE WATER SURFACE 200 2512.5 17.BP.13.R.165 SHEET 5 OF 7 PERMIT DRAWING BEVELED HW 517BP.13.R.165 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION-BL- STA. 5+83.95, 63.52' RT BEGIN CULVERT -L- STA 12+16 +/-END CULVERT -L- STA 12+37 +/-BM #1 - RR SPIKE SET IN BASE OF 12" PINE EL = 1157.91' EL = 1153.13' BM #2 - RR SPIKE SET IN BASE OF 15" SYCAMORE -BL- STA. 10+78.28, 69.82' LT FOR -L- ALIGNMENT SEE SHEET 4 STA 10+44.00BEGIN MILL/OVERLAYELEV. 1,150.08'END MILL/OVERLAY/BEGIN FULL DEPTHBEGIN GRADE -L- STA 10+90.00ELEV. 1,146.69END FULL DEPTH/BEGIN MILL/OVERLAYEND GRADE -L- STA 13+39.50ELEV. 1,148.01BEGIN GRADE STA 10+00.00ELEV. 1,147.49STA 10+11.00ELEV. 1,148.57STA 10+43.00STA 14+15.00END MILL/OVERLAYFOR -Y- ALIGNMENT SEE SHEET 4 SHEET 6 OF 7 PERMIT DRAWING 10 11 12 13 14 1,120 1,130 1,140 1,150 1,160 PI = 12+17.00 EL = 1,142.28'(-)6.1380%(+)3.6000% VC = 200' -L- DS = 20 mph K = 20.5381 1,160 1,150 1,140 1,130 1,120 FOR -L- ALIGNMENT SEE SHEET 4 10 11 1,130 1,140 1,150 1,160 1,170 1,130 1,140 1,150 1,160 1,170 PI = 10+27.00 EL = 1,147.33' DS =N/A VC =32' (-)1.00%(+)7.75% K =3.6571 -Y- FOR -Y- ALIGNMENT SEE SHEET 4 W/ 1.0' SILLS 2@8'X8' RCBC DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION CULVERT HYDRAULIC DATA = 650 = 25 = 1129.1 = 900 = 100 = 1130.2 = 1300 + = > 500 = 1144.9 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 1148.4 = > 500 = 500 + = 25 = 6 = 1146.7 = 7 = 1146.8 = 1.7 18" Sta. 10+39 -Y- 18" Hand Existing 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 12+00 to 12+93-L- 2@8'x8' RCBC 0.03 < 0.01 104 21 12+01 to 12+12-L-RT BANK STABILIZATION 30 12+47 to 12+85-L-LT BANK STABILIZATION 40 TOTALS*: 0.03 < 0.01 174 21 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 7OF 7 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSBURKE COUNTY17.BP.13.R.16517.BP.13.R.165NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS4-30-2020