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Home My WebLink About20211570 Ver 1_Meeting Request Review Doc Attachment_20211026(Version 2.06; Released June 2016) 17.BP.11.C.4 TIP No.:SF-852266 County(ies):Surry Page 1 of 1 TIP Number:Date: Phone:Phone: Email:Email: County(ies): CAMA County? No Design/Future:Year:2013 Existing:Year: Aquatic T&E Species?No Comments: No N/A N/A (If yes, provide justification in the General Project Narrative) Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A Deck 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) Annual Avg Daily Traffic (veh/hr/day): Existing Site Project Length (lin. miles or feet): ac. Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water Body ac. Waterbody Information 2013 NCDWR Stream Index No.: NRTR Stream ID: 2-lanes at 8'-0" each with 2'-0" to 3'-0" shoulder 2000 This project replaces existing Culvert #852266, (1) @ 72" CMP with headwall, approxately 106' long. The proposed culvert will be 78" RCP with headwall, approximately 144' long. The invert will be buried 1'. The channel will be 6' wide with banks lined with rip rap 45' upstream and 26' downstream. There is a slight increase in the impervious area of the project, however there is no significant increase in the discharge from the roadway runoff. N/ABuffer Rules in Effect: None 2000 General Project Information SF-85226617.BP.11.C.4 190 ft. Project Description Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) Unnamed Tributary to Lovills Creek 12-72-8-(1) 0.1 WBS Element: Bridge ReplacementWBS Element: NCDOT Contact:Contractor / Designer: North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Project Type: Address: 9/19/2016 SurryMount Airy Address: River Basin(s): ccavalier@rkk.com City/Town: 0.1 Typical Cross Section Description: Surrounding Land Use: General Project Narrative: (Description of Minimization of Water Quality Impacts) No Golf course and low density residential. Proposed Project Yadkin-Pee Dee None Supplemental Classification: 2-lanes at 10' each with 6'-0" shoulder None Wetlands within Project Limits? 900 Ridgefield Drive RK&K Engineers - Corey Cavalier, PE Suite 350 Raleigh, NC 27609 919.878.9560 1590 Mail Service Center 919.707.6751 mshown@ncdot.gov Marc Shown, PE Raleigh, NC 27699-1590 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) -L- 13+47 LTTemp. Dewatering Upstream 5 -L- 13+05 LT Channel Tie-In Upstream 49 (Fill in Existing Channel) -L- 12+97 LT Replace existing 72" CMP w/ 14 78" RCP Upstream (Not Buried) -L- 12+08 RT Replace existing 72" CMP w/ 25 78" RCP Downstream (Buried 1') -L- 11+87 RT Riprap on Banks Downstream 26 -L- 11+67 RTTemp. Dewatering Downstream 10 -L- 11+62 RT 12" Water line relocation 6 -L- 11+27 RT8" Sanitary Sewer line relocation 39 TOTALS*: 114 60 0*Rounded totals are sum of actual impactsNOTES:Revised September 2014 SHEET 1OF 3 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSSurry CountySF-85226617.BP.11.C.4NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSNovember 15, 2016Existing pipe is 106 LF with a slope of 1.13%Proposed pipe is 144 LF with a slope of 2.72%Inlet of proposed pipe is not buried. Outlet of proposed pipe is buried 1' deep with a 1' tall sill. GRVAR. SOIL MULCH PILE EIP EIP EIP EIP GR 72" CMP GREENHILL RD. S.R. 1701 TO CANA TO SALEM 36 " WW 48" WW24" CMP8" DIP 8" DIP 8" DIP8" P VC8" P V C 8" PVC 8" PVC 8" PVC FULL OF WATER 60.00’60.00’ EXISTING R/W EXISTING R/W EX IST ING R /W EX IST ING R /W WOODS STONE HW 60" WW T T 12" DI 12" D I A T T A C H E D N O U T IL IT IE S W/LT25.00’ 2 5. 0 0 ’25.00’25.00’2 5.0 0’ 25.00’ HEAD POSSIBLE SPRING 25’ SEWER EASEMENT 25’ SEWER EASEMENT 18’ PAVED ROADWAY DB 743 PG 188EASEMENT25’ SEWER WOODS WOODS WOODS WD BRIDGE WOODS BOLLARD WD BOLLARD WD (DILAPIDATED) SILT FENCE WOODS GOLF COURSE WOODS AKA E. D. BRAY III DEAN BRAY III BROWNFIELD SUSANNE M WOLTZ INVESTMENT LLC EMW GREENHILL LLC BLACKMON JONES AKA TANYA TANYA JACKSON INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION .04+87.50INC 18.33’.05.0520’P.S.3’P.S.3’EXISTEXISTGUARDRAIL TIE TO EXISTING GUARDRAIL TIE TO EXISTING +62.4550:1 50:150:1 +66.85.06.06.06.06.05GUARDRAIL TIE TO EXISTING INC 18.33’ 852266-2 -L- STA. 10+83.48 OFFSET = 13.7520’ RT EL = 1070.77’ RR SPIKE IN 20" POPLAR TREE -L- -L- -L- STA. 13+85.00 END PROJECT 852266 -L- STA. 11+60.00 BEGIN PROJECT 852266 GRAU TL-2 -L- POT Sta. 10+00.00 -L- PC Sta. 10+62.75 -L- PC Sta. 14+32.74 -L- PC Sta. 14+68.13 -L- PC Sta. 14+69.23 PI Sta 12+49.04 PI Sta 15+18.71 V = 40mph HW REMOVE (SHT. 2B?) SEE DETAIL W/ SILL HW 78" RCP-III DETAIL IMPROVEMENTS SEE INLET CHANNEL DETAIL IMPROVEMENTS SEE OUTLET CHANNEL F F F F F F F HWNAD 83 (NSRS 2007)8/17/9911/15/2016R:\Hydraulics\PERMITS_Environmental\Drawings\852266_Hyd_psh_noCon.dgneriggs ALLOWING FOR CONSTRUCTION OF 18’ PROPOSED PAVEMENT.*WHERE PROPOSED PAVEMENT OVERLAPS EXISTING PAVEMENT USED AS DETOUR, A TEMPORARY FILL SLOPE WILL BE CONSTRUCTED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. 0 0 0 PROFILE (HORIZONTAL) GRAPHIC SCALES PLANS PROFILE (VERTICAL) 0 00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RDY-1 60 60 30 3030 30 1266 852266 11+00 12+00 13+00 14+00 PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 1,070 1,080 1,090 2,000 2,010 SURRY #266 ADT = 2,000 (2013) DESIGN SPEED = 40 MPH 1,070 1,080 1,090 2,000 2,010 WETLAND AND SURFACE WATER IMPACTS PERMIT WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS PERMANENT SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS PERMANENT SURFACE 1"=30’ SCALE 1"=30’ SCALE S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WATER IMPACTS TEMPORARY SURFACE EL = 1,082.32’ -L- STA. 11+60.00 BEGIN GRADE EL = 1,094.55’ -L- STA. 13+85.00 END GRADE V = 35mph STR #852266 Sta. 12+40.5 -L- DESIGN FREQUENCY DESIGN DISCHARGE 100 YEAR FREQUENCY YRS DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION YRS CFS FT CFS FT YRS CFS FT = 1080.18 NORMAL WATER SURFACE ELEV = 1072.8 FT = 290 = 340 = 100 = 25 = 1079.2 = 380 = 100+ DATE OF SURVEY = 3/2016 = 1081.16 EX. 72" CMP PI = 12+70.00 EL = 1,085.78’ (+)3.1508% (+)7.6270% VC = 220’ K = 49 78" RCP-III PIPE HYDRAULIC DATA 1070 10701070 1075 1075 1075 107510751075 1080 1080 1080 108010801080108010801080 108510851085108510851085 1085 10901090109010901090 10951095 10951095 1100110011001100 110511051 1 0 5 1105 11101110 111510701070 1075 10 8 0 107510801085GRVAR. SOIL MULCH PILE EIP EIP EIP EIP GR 72" CMP GREENHILL RD. S.R. 1701 TO CANA TO SALEM 36 " WW 48" WW24" CMP8" DIP 8" DIP 8" DIP8" P VC8" P V C 8" PVC 8" PVC 8" PVC FULL OF WATER 60.00’60.00’ EXISTING R/W EXISTING R/W EX IST ING R /W EX IST ING R /W WOODS STONE HW 60" WW T T 12" DI 12" D I A T T A C H E D N O U T IL IT IE S W/LT25.00’ 2 5. 0 0 ’25.00’25.00’2 5.0 0’ 25.00’ HEAD POSSIBLE SPRING 25’ SEWER EASEMENT 25’ SEWER EASEMENT 18’ PAVED ROADWAY DB 743 PG 188EASEMENT25’ SEWER WOODS WOODS WOODS WD BRIDGE WOODS BOLLARD WD BOLLARD WD (DILAPIDATED) SILT FENCE WOODS GOLF COURSE WOODS AKA E. D. BRAY III DEAN BRAY III BROWNFIELD SUSANNE M WOLTZ INVESTMENT LLC EMW GREENHILL LLC BLACKMON JONES AKA TANYA TANYA JACKSON INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION .04+87.50INC 18.33’.05.0520’P.S.3’P.S.3’EXISTEXISTGUARDRAIL TIE TO EXISTING GUARDRAIL TIE TO EXISTING +62.4550:1 50:150:1 +66.85.06.06.06.06.05GUARDRAIL TIE TO EXISTING INC 18.33’ 852266-2 -L- STA. 10+83.48 OFFSET = 13.7520’ RT EL = 1070.77’ RR SPIKE IN 20" POPLAR TREE -L- -L- -L- STA. 13+85.00 END PROJECT 852266 -L- STA. 11+60.00 BEGIN PROJECT 852266 GRAU TL-2 -L- POT Sta. 10+00.00 -L- PC Sta. 10+62.75 -L- PC Sta. 14+32.74 -L- PC Sta. 14+68.13 -L- PC Sta. 14+69.23 PI Sta 12+49.04 PI Sta 15+18.71 V = 40mph HW REMOVE (SHT. 2B?) SEE DETAIL W/ SILL HW 78" RCP-III DETAIL IMPROVEMENTS SEE INLET CHANNEL DETAIL IMPROVEMENTS SEE OUTLET CHANNEL F F F F F F 60" WW F HWNAD 83 (NSRS 2007)8/17/9911/15/2016R:\Hydraulics\PERMITS_Environmental\Drawings\852266_Hyd_psh_Con.dgneriggs ALLOWING FOR CONSTRUCTION OF 18’ PROPOSED PAVEMENT.*WHERE PROPOSED PAVEMENT OVERLAPS EXISTING PAVEMENT USED AS DETOUR, A TEMPORARY FILL SLOPE WILL BE CONSTRUCTED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. 0 0 0 PROFILE (HORIZONTAL) GRAPHIC SCALES PLANS PROFILE (VERTICAL) 0 00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED RDY-1 60 60 30 3030 30 1266 852266 11+00 12+00 13+00 14+00 PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 1,070 1,080 1,090 2,000 2,010 SURRY #266 ADT = 2,000 (2013) DESIGN SPEED = 40 MPH 1,070 1,080 1,090 2,000 2,010 WETLAND AND SURFACE WATER IMPACTS PERMIT WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS PERMANENT SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS PERMANENT SURFACE 1"=30’ SCALE 1"=30’ SCALE S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WATER IMPACTS TEMPORARY SURFACE EL = 1,082.32’ -L- STA. 11+60.00 BEGIN GRADE EL = 1,094.55’ -L- STA. 13+85.00 END GRADE V = 35mph STR #852266 Sta. 12+40.5 -L- DESIGN FREQUENCY DESIGN DISCHARGE 100 YEAR FREQUENCY YRS DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION YRS CFS FT CFS FT YRS CFS FT = 1080.18 NORMAL WATER SURFACE ELEV = 1072.8 FT = 290 = 340 = 100 = 25 = 1079.2 = 380 = 100+ DATE OF SURVEY = 3/2016 = 1081.16 EX. 72" CMP PI = 12+70.00 EL = 1,085.78’ (+)3.1508% (+)7.6270% VC = 220’ K = 49 78" RCP-III PIPE HYDRAULIC DATA