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Home My WebLink About20200962 Ver 1_SF-012273_Permit Drawings_20200715_20200727(Version 2.08; Released April 2018)DF15712.2002803TIP No.:SF-012273County(ies):Alexander Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2018Existing: Year:Aquatic T&E Species?Comments:No N/AN/AWetlands within Project Limits?NoneSupplemental Classification: Wooded, farmland, light residential developmentLower Little River11-69-(0.5)0.1308 ftProject DescriptionProposed ProjectCatawbaRiver Basin(s): City/Town:0.2Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nojlwyatt@ncdot.govAddress:7/15/2020AlexanderEllendaleJeff WyattShelby , 28151-0047WBS Element:Culvert ReplacementWBS Element:TGS Engineers (David B. Petty)NCDOT Contact:980-552-4219Suite 200Raleigh, NC 27603Contractor / Designer:919-773-8887 (Ext. 104)706 Hillsborough St.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1710 E. Marion St. (US 74 Business)Address:General Project InformationSF-012273DF15712.2002803Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Project involves the replacement of Culvert/Pipe #2273 (also referred to as E-0019) over UT to Lower Little River on Liledoun Rd in Alexander County, NC southeast of Ellendale. Proposed Bottomless 63' Length x 15'-0" Span x 7'-9" Rise Aluminum Structural Plate Single Radius Arch Culvert with aluminum headwalls and wingwalls on concrete footings to replace existing bottomless 65' length x 10’ span x 5’ rise structural plate arch on concrete footings with concrete headwalls. The existing concrete footings will be removed down to streambed/top of rock elevation. Stormwater runoff on the existing roadway disperses onto grassed shoulders and down roadway slopes to the stream. Grassed shoulders are to be widened from existing and will be substantially flat allowing for diffusion and infilatration of the roadway runoff. The proposed culvert crossing will have no direct discharge into the water. All stormwater runoff will be discharged at minimum practicable slopes, yielding minimum velocities. All proposed stormwater runoff is to be discharged as far away from the stream and at the lowest velocities as practicable.N/ABuffer Rules in Effect:N/AFish Community (Nar, AL, FW)2100Two 11' wide paved travel lanes w/ 2' paved shoulders and 7' grassed shoulders and grassed 2(H):1(V) side slopes.Waterbody Information2018NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.Two 10' wide paved travel lanes w/ 2' to 3' grassed shoulders and side slopes ranging from about 1.5(H):1(V) to 3(H):1(V).2100dpetty@tgsengineers.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) VICINITY MAP INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 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 DATAGRAPHIC SCALES PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 7/14/2020X:\NCDOT\Div 12 2019 Emergency Culverts\Alexander Liledoun Rd\Hydraulics\PERMITS_Environmental\Drawings\SF-012273_Hyd_prm_tsh.dgnUser:kgrayCONTRACT:=ADT CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS ARTP IONMEN N AT O F TRA SPORTTESDTLINARIGHT OF WAY DATE: LETTING DATE:AT AR O E CO O HFNRT P.E. ENGINEER ROADWAY DESIGN SIGNATURE: P.E. SIGNATURE: LOCATION PROJECT PE R/W & UTIL. CONST. SUB REGIONAL TIER THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. 4PROJECT:-L- JIMMY L. TERRY, PE TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED AUSTIN R. TURNER, PE DF15712.2002803 DF15712.2002803GRADING, DRAINAGE, PAVING, AND CULVERT 20 402010 40201020 8424 ALEXANDER COUNTY ON SR 1110 (LILEDOUN ROAD) 21002018 TOTAL LENGTH PROJECT DF15712.2002803 E-0019 LENGTH ROADWAY PROJECT DF15712.2002803 E-0019 =0.06 =0.06 ENGINEER HYDRAULICS OF TRANSPORTATION NORTH CAROLINA DEPARTMENT SHELBY, NC 28150 1710 E. MARION ST. DIVISION 12 - - DF15712.2002803 BEGIN PROJECT -L- STA. 11+00.00 DF15712.2002803 END PROJECT -L- STA. 14+08.00 SR 1116TO MAYS LN SR 1120SIPE RD TO LILEDOUN RD. SR 1110 DF15712.2002803 DF15712.2002803 DF15712.2002803 1124 1124 1130 1124 1150 1264 1128 1221 1128 1131 1133 1132 1183 1609 1610 1608 1608 1607 1108 1111 1176 11191124 1126 1120 1124 1121 1307 1319 1343 1320 1318 1321 16051108 1409 1605 1605 1605 1606 1118 1188 1868 1875 1104 1411 16 16 16 16 64 64 64 N/A N/A N/A LOCAL - RURAL FUNC CLASS = OFFSITE DETOUR V = 40 MPH UT TO LOWER LITTLE RIVER UT TO LOWER LITTLE RIVER CULVERT NO. 01 2273 (E-0019) OVER UT TO LOWER LITTLE RIVER SITE 1 WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 5 PERMIT DRAWING PROJECT ENGINEER PROJECT DESIGN ENGINEER PLANS PREPARED FOR:PLANS PREPARED BY: NCDOT CONTACT: 2018 STANDARD SPECIFICATIONS STEVE RACKLEY, PE NAD 83/ 2011 S REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/997/15/2020X:\NCDOT\Div 12 2019 Emergency Culverts\Alexander Liledoun Rd\Hydraulics\PERMITS_Environmental\Drawings\SF-012273_Hyd_prm_psh.dgnUser:kgrayNAD 83 4 DF15712.2002803 1,024 1,028 1,032 1,036 1,040 1,044 1,048 1,052 11 12 13 1410 CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS 1,020 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION CULVERT HYDRAULIC DATA SQ. MI YRS YRS CFS CFS CFS FT FT FT = 1.75 FOOTINGS -L- Sta. 12+60.37 15'x7'9" ALUMINUM ARCH ON CONC. = 25 = 840 = 1030.8 = 1330 = 1034.2 = 500+ = 1700 = 1041.2 PERMIT DRAWING SHEET 2 OF 5 GRAPHIC SCALE 0'40'40' WATER IN SURFACE IMPACT TEMPORARY WATER SURFACE IMPACT IN SURFACE WATER DENOTES IMPACTS IN S SS WATER IMPACTS IN SURFACE DENOTES TEMPORARY TS TSTS T T MAYS LN. (SR 1116) 0.08 MI TO SIPE RD. (SR 1120)0.12 MI TO SR 1110 (LILEDOUN RD.) 20' BST BM#1 E0019-2 BL-3 GRASS GRASS GRASS GRASS GRASS GRASS GRASS WOODS WOODS WOODS WOODS WOODS PK REBAR 18" CMP 18' GR10' GRCONC 11' GR1SBKDCONCSN 67°34'21" W69.81'N 45°20'59" W22.41'DB 605 PG 1124 MARCUS ALEXANDER BELCHER DB 553 PG 832 LLOYD DWAYNE ROBERTS DB 415 PG 2026 RICHARD L. WHITTINGTON DB 475 PG 1406 AND LYDE S. REESE REVOCABLE TRUST GEORGE W. REESE JR. PB 13 PG 222 DB 526 PG 1265 DB 569 PG 1744 WADE F. KEEVER N 53°29'32" W 3.28'60.00'60.00' 2 STR ELEC 10" RCP EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 12' CONC WW 12' CONC WW 10' CONC HW 10' CONC HW 11' CONC WW 11' CONC WW 8", PVC 8", PVC8", DI 8", DI 8", PVCLITTLE RI VER UT TO LOWER LITTLE RIVER UT TO LOWER PI = 12+40.00 EL = 1,038.50'(-)6.3542%(+)2.7034% VC = 280' ELEV. 1,043.05 -L- STA 14+08.00 END GRADE ELEV. 1,047.40 -L- STA 11+00.00 BEGIN GRADE DS = 25 MPH K = 30 ROCK LINE EL=1036.00 -L- STA 12+34 LT END LATERAL 'V' DITCH EL=1038.00 -L- STA 12+00 LT BEGIN LATERAL 'V' DITCH (-) 5.9% TO STREAMBED ELEVATION REMOVE CONCRETE FOOTINGS DOWN ELEV. 1,041.16 -L- STA 12+96.43 LOW POINT GRADE PROPOSED EXISTING GRADE ON CONC. FOOTINGS PROPOSED 15'Wx7'9"H ALUMINUM ARCH REMOVE EXISTING 10'Wx5'H CMP ARCH F F F F F F F F F F F F F F F10+00-L- STA 11+00.00 BEGIN PROJECT DF15712.2002803 -L- STA 14+08.00 END PROJECT DF15712.2002803 PI Sta 10+55.98 PI Sta 11+74.46 PI Sta 14+15.01 -L- CURVE DATA DRIVE PROP. ASPHALT RETAIN RETAIN SEE DETAIL 4A LATERAL 'V' DITCH LATERAL 'V' DITCH ( Not to Scale) D3:13:1 b 1"/Ft. b=2 Ft. Min. Min. D=1.0 Ft. DETAIL 4A Ground Natural Slope Fill SEE PROFILE FOR DITCH GRADE -L- STA. 12+00 TO 12+34 LT (TO BE REMOVED TO STREAM BED) EXISTING CONCRETE FOOTINGS PROPOSED CONCRETE FOOTING (TYP.) ALUMINUM ARCH PROPOSED 63'Lx15'Wx7'9"H CMP ARCH 65'Lx10'Wx5'H REMOVE EXISTING 22 TONS CLASS II RIPRAP SEE DETAIL 4B RIPRAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT DETAIL 4B Grade Ditch 2.0' 2'min. Type of Liner= Class II Rip-Rap -L- STA. 12+34 TO 12+53 LT Length=8' Keyed-in Class II Rip-Rap Existing Bank S 1020 10251 0 2 5 1030 1030 1035 103510351035 104010401040 10401040104510 4 5 1045 105010501 0 5 0 1 0 5 5 1055 1060 REVISIONS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8/17/997/15/2020X:\NCDOT\Div 12 2019 Emergency Culverts\Alexander Liledoun Rd\Hydraulics\PERMITS_Environmental\Drawings\SF-012273_Hyd_prm_psh.dgnUser:kgrayNAD 83 4 DF15712.2002803 1,024 1,028 1,032 1,036 1,040 1,044 1,048 1,052 11 12 13 1410 CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS 1,020 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION CULVERT HYDRAULIC DATA SQ. MI YRS YRS CFS CFS CFS FT FT FT = 1.75 FOOTINGS -L- Sta. 12+60.37 15'x7'9" ALUMINUM ARCH ON CONC. = 25 = 840 = 1030.8 = 1330 = 1034.2 = 500+ = 1700 = 1041.2 PERMIT DRAWING SHEET 3 OF 5 GRAPHIC SCALE 0'40'40' WATER IN SURFACE IMPACT TEMPORARY WATER SURFACE IMPACT IN SURFACE WATER DENOTES IMPACTS IN S SS WATER IMPACTS IN SURFACE DENOTES TEMPORARY TS TSTS T T MAYS LN. (SR 1116) 0.08 MI TO SIPE RD. (SR 1120)0.12 MI TO SR 1110 (LILEDOUN RD.) 20' BST BM#1 E0019-2 BL-3 GRASS GRASS GRASS GRASS GRASS GRASS GRASS WOODS WOODS WOODS WOODS WOODS PK REBAR 18" CMP 18' GR10' GRCONC 11' GR1SBKDCONCSN 67°34'21" W69.81'N 45°20'59" W22.41'DB 605 PG 1124 MARCUS ALEXANDER BELCHER DB 553 PG 832 LLOYD DWAYNE ROBERTS DB 415 PG 2026 RICHARD L. WHITTINGTON DB 475 PG 1406 AND LYDE S. REESE REVOCABLE TRUST GEORGE W. REESE JR. PB 13 PG 222 DB 526 PG 1265 DB 569 PG 1744 WADE F. KEEVER N 53°29'32" W 3.28'60.00'60.00' 2 STR ELEC 10" RCP EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 12' CONC WW 12' CONC WW 10' CONC HW 10' CONC HW 11' CONC WW 11' CONC WW 8", PVC 8", PVC8", DI 8", DI 8", PVCLITTLE RI VER UT TO LOWER LITTLE RIVER UT TO LOWER PI = 12+40.00 EL = 1,038.50'(-)6.3542%(+)2.7034% VC = 280' ELEV. 1,043.05 -L- STA 14+08.00 END GRADE ELEV. 1,047.40 -L- STA 11+00.00 BEGIN GRADE DS = 25 MPH K = 30 ROCK LINE EL=1036.00 -L- STA 12+34 LT END LATERAL 'V' DITCH EL=1038.00 -L- STA 12+00 LT BEGIN LATERAL 'V' DITCH (-) 5.9% TO STREAMBED ELEVATION REMOVE CONCRETE FOOTINGS DOWN ELEV. 1,041.16 -L- STA 12+96.43 LOW POINT GRADE PROPOSED EXISTING GRADE ON CONC. FOOTINGS PROPOSED 15'Wx7'9"H ALUMINUM ARCH REMOVE EXISTING 10'Wx5'H CMP ARCH F F F F F F F F F F F F F F F10+00-L- STA 11+00.00 BEGIN PROJECT DF15712.2002803 -L- STA 14+08.00 END PROJECT DF15712.2002803 PI Sta 10+55.98 PI Sta 11+74.46 PI Sta 14+15.01 -L- CURVE DATA DRIVE PROP. ASPHALT RETAIN RETAIN SEE DETAIL 4A LATERAL 'V' DITCH LATERAL 'V' DITCH ( Not to Scale) D3:13:1 b 1"/Ft. b=2 Ft. Min. Min. D=1.0 Ft. DETAIL 4A Ground Natural Slope Fill SEE PROFILE FOR DITCH GRADE -L- STA. 12+00 TO 12+34 LT (TO BE REMOVED TO STREAM BED) EXISTING CONCRETE FOOTINGS PROPOSED CONCRETE FOOTING (TYP.) ALUMINUM ARCH PROPOSED 63'Lx15'Wx7'9"H CMP ARCH 65'Lx10'Wx5'H REMOVE EXISTING 22 TONS CLASS II RIPRAP SEE DETAIL 4B RIPRAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT DETAIL 4B Grade Ditch 2.0' 2'min. Type of Liner= Class II Rip-Rap -L- STA. 12+34 TO 12+53 LT Length=8' Keyed-in Class II Rip-Rap Existing Bank SCALE: 1"=40' HORZ., 1"=8' VERT. CULVERT PROFILE - SITE 1 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER SF-012273 7/14/2020X:\NCDOT\Div 12 2019 Emergency Culverts\Alexander Liledoun Rd\Hydraulics\PERMITS_Environmental\Drawings\SF-012273_Hyd_prm_culv_pfl.dgnUser:kgrayDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 40 80 120 160 200 240-40-80-120-160-200-240 1010 1014 1018 1022 1026 1030 1034 1038 1042 PROFILE ALONG STREAM SCALE: 1"=50' HORZ., 1"=10' VERT.WOODED AND FARMLANDRURAL PIEDMONT / BLUE RIDGEPROPOSED GRADE EXISTING GRADE 2:12: 1 100YR WSEL=1034.2' 25YR WSEL=1030.8' NWS=1024.0' EXISTING STREAM BED PROFILE CROWN OF 15'x7'9" ALUMINUM ARCH (LOOKING DOWNSTREAM) ALONG LEFT WALL OF CULVERT NATURAL GROUND / TOP OF ROCK (LOOKING DOWNSTREAM) ALONG RIGHT WALL OF CULVERT NATURAL GROUND / TOP OF ROCK 4' ABOVE TOP OF ROCK. 0.5' TO RANGES FROM HEIGHT OF FOOTING STREAMSTATS, QL2 LIDARTOP OF SLOPE RT TOP OF SLOPE LT TOP OF SLOPE RT TOP OF SLOPE LT CL SKEW=88 PROP. GRADE=1041.37' SINGLE RADIUS ARCH ON CONCRETE FOOTINGS BOTTOMLESS 15'0" SPAN x 7'9" RISE ALUMINUM C/L -L- STA 12+60.37NCDENR (UT TO) LOWER LITTLE RIVER: CLASS CBOTTOMLESS 10' SPAN x 5' RISE CMP ARCH ON CONCRETE FOOTINGS (OAL=65')(TO BE REMOVED) CROWN OF EXISTING 10'x5' CMP ARCH (TO BE REMOVED DOWN TO STREAMBED) CONCRETE FOOTINGSTOP OF EXISTING SLOPE=6% C/L ELEV=1022.6' TOP OF CONCRETE FOOTING SHEET 4 OF 5 PERMIT DRAWING HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Stream Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Map ID Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -L- 12+52/12+56 LT BANK STABILIZATION UT < 0.01 9 1 -L- 12+43/12+80 LT & RT TEMP. DEWATERING UT 0.05 140 TOTALS*: < 0.01 0.05 9 140 0*Rounded totals are sum of actual impactsNOTES:Revised 2016 09 09SHEET 5OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSALEXANDER COUNTYSF-012273 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS7/15/2020 1. UT= UT TO LOWER LITTLE RIVER