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Home My WebLink About20201819 Ver 1_17BP9R79_HYD_PERMIT_20210429(Version 2.08; Released April 2018)SF-280230TIP No.:17.BP.9.R.79County(ies):Davidson Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?Design/Future:Year:2041Existing:Year:Aquatic T&E Species?Comments:YesNoNoN/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.(Approach) 18' paved width (2-9' lanes) with 6' unpaved sloped shoulders(Bridge) 2-9' lanes (25.167 Ft curb-to-curb) with 3.5 ft shoulders6380richard.hiner@woodplc.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 V (WS-V) NCDWR Surface Water Classification for Water BodyBuffer Rules in Effect:None3480(Approach) 2-12' lanes with 8' shoulders(Bridge) 2-12' lanes with 7'11" shouldersWaterbody Information2021NCDWR Stream Index No.:SF-280230Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Class BThe existing single-span 41'6" bridge is being replaced with a proposed 70' single-span (24" cored-slab) structure. The bridge will be super-elevated at 3%, with 12' travel lanes and 7'11" shoulders, 39'10" clear width and 42' oTO width. Existing drainage patterns are being maintained. Runoff is being discharged as far from the stream as practicable. No deck drains are used and a single bridge approach drop inlet is provided at the northwest corner of the proposed bridge which discharges into a riprap lined roadside ditch.2801 Yorkmont RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Highway Division 9Address:General Project Information17.BP.9.R.79WBS Element:Bridge ReplacementWBS Element:Wood Environment & InfrastructureNCDOT Contact:336-747-7800Suite 100Charlotte, NC 28208Contractor / Designer:704-357-5599drdagenhart@ncdot.govWinston-Salem, NC 27127Address:2/11/2020DavidsonLexingtonDaniel Dagenhart375 Silas Creek ParkwayRiver Basin(s): City/Town:0.4Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoForest & rural farmlandPounder Fork Creek12-1201.2800 ft.Project DescriptionProposed ProjectYadkin-Pee DeeNoneSupplemental Classification: NoneWetlands within Project Limits? Creek .20 VICINITY MAP OFF SITE DETOUR ROUTE N.T.S. LOCATION PROJECT SITE -L- Sta. 10+00.00 BEGIN PROJECT 17BP.9.R.79 DANIEL R. DAGENHART CHRISTOPHER H. LEE, PE 25 50 10050 25 50 10050 2.5 5 10 5 D T V % % MPH % * DUAL * TTST = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: 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. 2018 STANDARD SPECIFICATIONS PROJECT ENGINEER 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 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:17BP.9.R.79 ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NASee Sheet 1A For Index of Sheets NC ENG F-1253 DURHAM, NC 27703 4021 STIRRUP CREEK DRIVE PLANS PREPARED BY:PLANS PREPARED FOR: DIVISION 9 DIVISION OF HIGHWAYS WINSTON SALEM, NC 27127 375 SILAS CREEK PARKWAY DIV 9 BRIDGE PROGRAM MANAGER NCDOT CONTACT 17BP.9.R.79 DAVIDSON COUNTY GRADING, DRAINAGE, PAVING & STRUCTURE 17BP.9.R.79 P.E. 4 ADT 2021 ADT 2041 = 50 FUNC CLASS = COLLECTOR TOTAL LENGTH OF PROJECT 17BP.9.R.79 = 0.152 mi LENGTH STRUCTURE PROJECT 17BP.9.R.79 = 0.014 mi LENGTH ROADWAY PROJECT 17BP.9.R.79 = 0.138 mi REPLACEMENT OF BRIDGE NO. 230 ON SR 2250 (BECKS CHURCH RD) OVER POUNDER FORK CREEK = 7 = 96 = 84 REGIONAL TIERNC 47NC 8I- 8 5 BECKS CHURCH ROAD 65% RIGHT OF WAY PLANSAUGUST 17, 2021 17BP.9.R.79 R/W NOVEMBER 19, 2019PROJECT:= 3,480 = 6,380 TO HWY 47 -L- POT Sta. 13+79.88 BEGIN BRIDGE POUNDER FORK CREEK-L- POT Sta. 14+52.13 END BRIDGE TO OLD HYW 64 -L- Sta. 18+00.00 END PROJECT 17BP.9.R.79 WETLAND AND SURFACE WATER IMPACTS PERMIT 17BP.9.R.79 CONST. (BECK 'S CHURCH RD.) -L- SR 2250 -L- Sta. 19+07.00 END CONSTRUCTIONNAD 83/NA 2011 TO OLD HWY 64 TO HWY 47 TYPE-III TYPE-III TYPE-III GREU TL-3 TYPE-III GREU TL-3 GREU TL-3 GREU TL-3 -L- STA. 14+63.01 TO 14+68.01 LT. SHOULDER BERM GUTTER NOTE: PAVED SHOULDER TAPERS ARE 8:1. -L- POT STA. 10+00.00 BEGIN PROJECT -L- POT STA. 18+00.00 END PROJECT -L- POT STA. 19+07.00 END CONSTRUCTION GV GV 18" DIP BECK'S CHURCH ROAD (SR 2250) N 20°09'31" E 162.82'S 61°15'31" W 175.00' EXISTING R/W EXISTING R/W S S 72" CHL 48"WW 1SBW MTLS 7 2° 3 6' 3 1" W2 1 3. 0 0' TO OLD HWY 64 280230-2 280230-1 S 61°05'29" E335.46'N 7 7°13'2 9" W12 0.5 4' N 7 7°0 8'2 9" W3 4 0.8 6'50.00' DB 1760 PG 1474 WOODS WOODS RR SPIKE IN 18" BIRCH ELEV.=625.99' BL STA 10+67 49RT N 733891 E 1636760 BM2 STEPHEN DOYLE DB 1008 PG 99 WOODS PUMP STATION DB 1829, PG 801-808 DAVIDSON COUNTY EASEMENT PUMP STATION 2 1 WOODS SSMH INV=608.17' INV=608.21' RIM=630.27' REBECCA SCARFF DB 445 PG 399 3 WOODS WOODS RR SPIKE IN 24" OAK ELEV.=636.11' BL STA 12+62 69LT N 733680 E 1636686 BM1 WOODS POUNDER FORK CREEKCHURCH BECK'S REFORMED DB 1760 PG 1474 1 CHURCH BECK'S REFORMED DB 1794, PG 769 SEWER EASEMENT 30' DAVIDSON COUNTY EIP APPROXIMATE LOCATION( Not to Scale) 2:1 D d DETAIL 1 Ground Natural Geotextile Type of Liner= Class 'I' Rip-Rap STANDARD 'V' DITCH Max. d=1 Ft. Min. D=1 Ft. ( Not to Scale) SPECIAL LATERAL BASE DITCH 2:1D B d DETAIL 2 Ground Natural Slope Fill GEOTEXTILE 2:1 or Flatter B=2.0 Ft. Max. d=1.0 Ft. Min. D=1.0 Ft. Type of Liner= Class 'I' Rip-Rap ( Not to Scale) SPECIAL LATERAL BASE DITCH 2:1D B DETAIL 3 Ground Natural Slope Fill GEOTEXTILE 2:1 or Flatter 2: 1 OR FLATTER2' BASE DITCH (SEE DETAIL 3) V DITCH (SEE DETAIL 1) 2' BASE DITCH (SEE DETAIL 2) 24" PIPE 0401 0402 d B=2.0 Ft. Min. D=1.0 Ft. Max. d=1.0 Ft. 134 SY GEOTEXTILE -L- STA. 15+50 LT TO STA. 17+50 LT 80 SY GEOTEXTILE 82 TN CLASS "I" RIP RAP -L- STA. 14+30 LT TO STA. 15+50 LT 5 SY GEOTEXTILE 3 TN CLASS I RIPRAP AND TIE TO EXISTING SWALE WITHIN BRIDGE LIMITS FILL IN EXISTING DITCH 148 SY GEOTEXTILE 150 TN CLASS "I" RIP RAP -L- STA. 10+00 RT TO STA. 12+65 RT ( Not to Scale) RIP RAP AT EMBANKMENT DETAIL 5 Grade Ditch 2' GEOTEXTILE 10'min. 1.0'min. (Variable) Channel Bed REMOVE 18" DIP AND GEOTEXTILE CLASS II RIPRAP AND GEOTEXTILE CLASS II RIPRAP STABLE CONDITION SWALE, EARTHEN BOTTOM, EXISTING GRASS-LINED STA. 13+83 TO 13+99, STA. 14+29 TO 14+50 ROADSIDE DITCH TIE TO EXISTING Geotextile= 44 sy Type of Liner= 40 TONS,CL II Rip-Rap 7 SY GEO 3 TONS CL "I" RIP RAP 15" TB 2GI SITE 1 SITE 2 SITE 6 SITE 4 SITE 3 SITE 5 4 17BP.9.R.79 NC ENG F-1253 DURHAM, NC 27703 4021 STIRRUP CREEK DRIVE NAD 83/NA 2011 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 2 OF 4 PERMIT DRAWING TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN ROADWAY / BRIDGE RELATIONSHIP SKETCH BERM GUTTER SHOULDER STA. 14+52.13 END BRIDGE STA. 14+63.01 END APPROACH SLAB STA. 13+69.01 BEGIN APPROACH SLAB STA. 13+79.88 BEGIN BRIDGE 0 3020100TYPE-III TYPE-III TYPE-IIITYPE-III GREU TL-3 GREU TL-3 12'12'CLR RDWY39'-10"42'7'-11" 7'-11" 1'-1" 1'-1"0 30 3-L- PT Sta. 13+49.08 -L- ( Not to Scale) Geotextile Elevation Natural Bed Ground Natural Ground Natural DETAIL 4 1' Length= 2 Ft. PIPE OUTLET DITCH STABILIZATION STA. 14+67 LT. 3 SY GEOTEXTILE Type of Liner= 2 TONS CL I Rip-Rap - Keyed-In FFF F F FF F C FF FFF F F C C C C F F F C C C C C C F TO OLD HWY 64 TO HWY 47 TYPE-III TYPE-III TYPE-III GREU TL-3 TYPE-III GREU TL-3 GREU TL-3 GREU TL-3 -L- STA. 14+63.01 TO 14+68.01 LT. SHOULDER BERM GUTTER NOTE: PAVED SHOULDER TAPERS ARE 8:1. -L- POT STA. 10+00.00 BEGIN PROJECT -L- POT STA. 18+00.00 END PROJECT -L- POT STA. 19+07.00 END CONSTRUCTION GV GV 18" DIP BECK'S CHURCH ROAD (SR 2250) N 20°09'31" E 162.82'S 61°15'31" W 175.00' EXISTING R/W EXISTING R/W S S 72" CHL 48"WW 1SBW MTLS 7 2° 3 6' 3 1" W2 1 3. 0 0' TO OLD HWY 64 280230-2 280230-1 S 61°05'29" E335.46'N 7 7°13'2 9" W12 0.5 4' N 7 7°0 8'2 9" W3 4 0.8 6'50.00' DB 1760 PG 1474 WOODS WOODS RR SPIKE IN 18" BIRCH ELEV.=625.99' BL STA 10+67 49RT N 733891 E 1636760 BM2 STEPHEN DOYLE DB 1008 PG 99 WOODS PUMP STATION DB 1829, PG 801-808 DAVIDSON COUNTY EASEMENT PUMP STATION 2 1 WOODS SSMH INV=608.17' INV=608.21' RIM=630.27' REBECCA SCARFF DB 445 PG 399 3 WOODS WOODS RR SPIKE IN 24" OAK ELEV.=636.11' BL STA 12+62 69LT N 733680 E 1636686 BM1 WOODS POUNDER FORK CREEKCHURCH BECK'S REFORMED DB 1760 PG 1474 1 CHURCH BECK'S REFORMED DB 1794, PG 769 SEWER EASEMENT 30' DAVIDSON COUNTY EIP APPROXIMATE LOCATION( Not to Scale) 2:1 D d DETAIL 1 Ground Natural Geotextile Type of Liner= Class 'I' Rip-Rap STANDARD 'V' DITCH Max. d=1 Ft. Min. D=1 Ft. ( Not to Scale) SPECIAL LATERAL BASE DITCH 2:1D B d DETAIL 2 Ground Natural Slope Fill GEOTEXTILE 2:1 or Flatter B=2.0 Ft. Max. d=1.0 Ft. Min. D=1.0 Ft. Type of Liner= Class 'I' Rip-Rap ( Not to Scale) SPECIAL LATERAL BASE DITCH 2:1D B DETAIL 3 Ground Natural Slope Fill GEOTEXTILE 2:1 or Flatter 2: 1 OR FLATTER2' BASE DITCH (SEE DETAIL 3) V DITCH (SEE DETAIL 1) 2' BASE DITCH (SEE DETAIL 2) 24" PIPE 0401 0402 d B=2.0 Ft. Min. D=1.0 Ft. Max. d=1.0 Ft. 134 SY GEOTEXTILE -L- STA. 15+50 LT TO STA. 17+50 LT 80 SY GEOTEXTILE 82 TN CLASS "I" RIP RAP -L- STA. 14+30 LT TO STA. 15+50 LT 5 SY GEOTEXTILE 3 TN CLASS I RIPRAP AND TIE TO EXISTING SWALE WITHIN BRIDGE LIMITS FILL IN EXISTING DITCH 148 SY GEOTEXTILE 150 TN CLASS "I" RIP RAP -L- STA. 10+00 RT TO STA. 12+65 RT ( Not to Scale) RIP RAP AT EMBANKMENT DETAIL 5 Grade Ditch 2' GEOTEXTILE 10'min. 1.0'min. (Variable) Channel Bed REMOVE 18" DIP AND GEOTEXTILE CLASS II RIPRAP AND GEOTEXTILE CLASS II RIPRAP STABLE CONDITION SWALE, EARTHEN BOTTOM, EXISTING GRASS-LINED STA. 13+83 TO 13+99, STA. 14+29 TO 14+50 ROADSIDE DITCH TIE TO EXISTING Geotextile= 44 sy Type of Liner= 40 TONS,CL II Rip-Rap 7 SY GEO 3 TONS CL "I" RIP RAP 15" TB 2GI 619619 620620620620620621621621621 621 621622 622622622623623623623623624624624624624625625625625625625625625625 625625626626626626 626626626626627627627 627627627627627 627627628628628 628 628628 628629629 629 629629 629630630630630 630 630 630630630630630630 630 630 630630630631631 6 3 1 631631631631 6 3 1631632632 632632632632 632632632633633633 633633634 6346346 34635635 635635635 635 635636 636636 636 637 637637 638 638638 639 639639640 640 6406 4 0 640640 641 6 4 1 641641 642 6 4 2 642642643 6436 4 3 643644 64464 4 644645645 645 645645646 646646 647 6 4 7 648 649 650650650651652653 SITE 1 SITE 2 SITE 6 SITE 4 SITE 3 SITE 5 4 17BP.9.R.79 NC ENG F-1253 DURHAM, NC 27703 4021 STIRRUP CREEK DRIVE NAD 83/NA 2011 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 3 OF 4 PERMIT DRAWING TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY E E IN WETLAND DENOTES EXCAVATION HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN ROADWAY / BRIDGE RELATIONSHIP SKETCH BERM GUTTER SHOULDER STA. 14+52.13 END BRIDGE STA. 14+63.01 END APPROACH SLAB STA. 13+69.01 BEGIN APPROACH SLAB STA. 13+79.88 BEGIN BRIDGE 0 3020100TYPE-III TYPE-III TYPE-IIITYPE-III GREU TL-3 GREU TL-3 12'12'CLR RDWY39'-10"42'7'-11" 7'-11" 1'-1" 1'-1"0 30 3-L- PT Sta. 13+49.08 -L- ( Not to Scale) Geotextile Elevation Natural Bed Ground Natural Ground Natural DETAIL 4 1' Length= 2 Ft. PIPE OUTLET DITCH STABILIZATION STA. 14+67 LT. 3 SY GEOTEXTILE Type of Liner= 2 TONS CL I Rip-Rap - Keyed-In FFF F F FF F C FF FFF F F C C C C F F F C C C C C C F 17BP.9.R.79 NC ENG F-1253 DURHAM, NC 27703 4021 STIRRUP CREEK DRIVE WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 4 OF 4 PERMIT DRAWING5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 600 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 610 620 630 640 650 660 670 680 600 610 620 630 640 PI = 12+75.00 EL = 631.21'(-)5.4218% VC = 450' K = 79 PI = 16+75.00 EL = 632.35' (+)0.2849% (+)0.7324% VC = 150' K = 335 ELEV. 632.90'STA. 17+50.00END GRADE-L- RR SPIKE IN 12" OAK ELEV. = 636.11' BL STA. 12+62 69 LT N 733680 E 1636686 BMI STA. 14+52.13END BRIDGESTA. 13+79.88BEGIN BRIDGE(-) 4 .4 9 0 6%PI =15+50.000El = 626.00(+) 3.5000% (+) 1.5528%PI =17+11.000El = 628.50PI =17+31.000El = 629.50(+) 5.0000% (+) 4.2105% DIRECTED BY ENGINEER INCIDENTAL MILLING ASBY ENGINEER DIRECTED MILLING AS INCIDENTAL NWS = 622.8' El = 641.00 PI =10+00.00 BEGIN DITCH EL = 629.10 PI = 12+65.00 END DITCH EL = 621.80 PI = 14+30.00 BEGIN DITCH El = 630.30 PI =17+50.00 END DITCH LEFT DITCH RIGHT DITCH ELEV. = 631.82SAG -L- Sta. 14+77.53(+)0.2849%1.5:11.5:1ELEV. 643.41'STA. 10+50.00BEGIN GRADERR SPIKE IN 18" BIRCH ELEV. = 625.99' BL STA. 10+67 49 RT N 733891 E 1636760 BM2 632.9 500 4,900 631.5 100 3,650 629.3 25 2,600 5/7/2019 622.8 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 BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = = = = = = = = = = = 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 Stream No.(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+80 - 13+15 6" WL 0.00 0.00 <0.01 <0.01 0.00 2 13+93 - 14+33 6" WL 0.00 <0.01 0.00 8.00 0.00 3 14+74 - 15+27 Overhead Power Lines 0.000 0.000 0.000 0.000 0.010 4 14+36 - 17+50 Drainage Ditch 0.00 0.00 300.00 0.00 0 5 14+13 Bank Stabilization 0.00 0.00 84 0.00 0.00 6 11+88 - 12+43 Fill Slope 0.00 0.00 0.00 0.00 0.010 TOTALS*:0.00 0.00 <0.01 <0.01 0.02 0.00 <0.01 384.00 8.00 0.00 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb SHEET 6 OF 6 WETLAND AND SURACE WATER IMPACTS SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS DIVISION OF HIGHWAYS SF-280230 03/05/2021 DAVIDSON NC DEPARTMENT OF TRANSPORTATION 17.BP.9.R.79