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Home My WebLink About20190687 Ver 1_R5870_Hyd_prm_print_set_201905287 W L a 0 00 Ln U) L a C E C 0 L C W W a- >� Q� r4 40 v 0 v See Sheet 1A For Index of Sheets See Sheet 1 B For Conventional Symbols See IC Sheet Series For Survey Control PATTERSO J� J BEGIN PROJECT END PROJECT Gryder-Teague Airport W.E. BA INDUSTRIA RD - �p G RD OBLE Q�l G MILLERSVILLE, RD Hiddenite Elem 64 School �y VICINITY MAP NOT TO SCALE STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS ALEXANDER CO UNTY LOCATION: CONSTRUCTION ACCESS ROAD INTO ALEXANDER � INDUSTRIAL PARK, CONNECTING TO SR 1422 (WHITE PLAINS ROAD), 0.31 MILES NORTH OF NC 90 TYPE OF WORK: GRADING, PAVING, AND DRAINAGE R� WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN TIP PROJECT R-5870 -L- STA.10 + 11.76 THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 70 20 1 1 1 -,001111ii PROFILE (VERTICAL) DESIGN DA TA ADT = ADT = K = % D = % T = % V = 40 MPH * TTST = DUAL FUNC CLASS = RURAL LOCAL V) w 0 0 PROJECT LENGTH LENGTH ROADWAY TIP PROJECT R-5870 ............ 0.492 MI TOTAL LENGTH OF TIP PROJECT R-5870 ............. 0.492 MI PLANS PREPARED BY. DRMP, INC. 4235 SOUTH STREAM BLVD., SUITE 150 nfflffl RMP CHARLOTTE, NORTH CAROLINA 28217 (704) 332-2289 ENGINEERS SURVEYORS PLANNERS SCIENTfSTS NC LICENSE NO. C-2213 FOR HIGHWAY DIVISION 12 2018 STANDARD SPECIFICATIONS MICHAEL D. HAGE, P.E. IGHT OF WAY DATE: PROJECT ENGINEER NATHAN E. WRIGHT. E.I. R DECEMBER 11, 2018 LETTING DATE: APRIL 9, 2019 PROJECT DESIGN ENGINEER NCDOT CONTACT: BRYAN K. SOWELL, P.E. NCDOT DIVISION 12 CONTACT STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. R-5870 I STATE PROD. NO. F. A. PROJ. NO. DESCRIPTION 47917.1.1 APD-1232(007) P.E. PERMIT DRAWING SHEET 1 OF 6 END TIP PROJECT R-5870 -L- STA. 36 + 10.00 HYDRA ULICS ENGINEER P.E. SIGNATURE. ROADWAY DESIGN ENGINEER SIGNATURE: P.E. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO. 05 N Z O N W w 0 Q L Q 0 00 Ln L 0 E N E F O L e� w w Qco oo� �L C�7 mo coo Ln SITE 1 DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER FALSE SUMP SEE DETAIL D -L- FC St(i. 22*70.,55 SEE DETAIL B SPEC. CUT BASE DITCH SEE DETAIL A -L- PT St(i. 24+48.,34 `.0 L_ . u EST. 2 EST. 7 1\11 —1\P11 TONS SY LAT. BASE DITCH W/ RIP —RAP SEE DETAIL F PIPE OUTLET CHANNEL SEE DETAIL H F� 70 7 AI /% 9 A// C L. B RIP —RAP EST. 2 TONS EST. 7 SY LAT. BASE DITCH SEE DETAIL G PROJECT REFERENCE NO. R -5870 RNV SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCO yli P ETE PLANSDO NOT USE tlk R W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLAINS PREPARED BY: DRMP, INC. MDRMPNC3 ICEOUTH STREAM BLVD., NSE NO. C-2213C (770 ) 3SUITE22 9 PERMIT SHEET DRAWING INV=1132.3 ID DID D A D 2G1 TOP INV: FAL SEE At WETLAND AND SURACE WATER IMPACTS SUMMARY Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 -L- 24+85/24+90 Temporary Impact < 0.01 10 1 -L- 24+90/25+13 60" RCP-111 (Buried 1") < 0.01 83 1 -L- 25+13/25+15 Class II Rip -Rap < 0.01 22 1 -L- 25+15/25+20 Temporary Impact < 0.01 10 TOTALS*: 0.01 < 0.01 104 20 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb ligh\vay North Carolina Department of Transportation Sion Highway Stormwater Program Eff STORMWATER MANAGEMENT PLAN^% (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 47917.1.1 TIP No.: R-5870 County(ies): Alexander Page 1 of 2 General Project Information WBS Element: 47917.1.1 ITIP Number: R-5870 Project Type: New Location Date: 3/8/2019 NCDOT Contact: Bryan K. Sowell, P.E. Contractor / Desi ner: DRMP / Ran P. Mitchell, P.E. Address: Highway Division 12 1710 E. Marion Street (US-74 Business) Shelby, NC 28151 Address: 8000 Regency Parkway Suite 110 Cary, NC 27518 Phone: 980 552-4208 Phone: 919 650-1038 Email: bksowell ncdot. ov Email: rmitchell@_drmp.com City/Town: Ta lorsville Count ies : Alexander River Basins : Yadkin -Pee Dee ICAMA County? I No Wetlands within Project Limits? No Project Description _ Project Length (lin. miles or feet): 0.492 mi Surrounding Land Use: I Undeveloped/Open Land Proposed Project JWExisting Site Project Built -Upon Area ac. 1.54 ac. 0.76 ac. Typical Cross Section Description: One (1) 12' travel lane each direction. 2' unpaved shoulders with grass roadway ditches, both sides. C&G or 7' (4' paved, 3' unpaved) shoulders with guardrail where applicable. A 12' wide gravel access road for a sanitary sewer lift station at the beginning of the project. A 25' gravel contruction access road for the now -developed site at the end of the project and a small portion of W.E. Baab Industrial Road (24' paved roadway). Annual Avg Daily Traffic (veh/hr/day): Design/Future: >400 Year: 2018 Existing: N/A Year: N/A General Project Narrative: (Description of Minimization of Water Quality Impacts) R-5870 proposes to construct a new access road into the Alexander Industrial Park from W.E. Baab Industrial Road (current terminus at the existing cul-de-sac) to White Plains Road (SR 1422). Approximately 1,100 linear feet of grass swales have been incorporated in roadside ditches, where possible, to reduce the velocity and promote the infiltration of runoff. Riprap at pipe outlets, ditches, and streambanks has been incorporated to minimize erosion on slopes where vegetation will not be adequate. NCDOT standards for ground cover, vegetation, and slope stabilization will be adhered to during the life of this project, and will be specified in the NCDOT Erosion and Sediment Control Plan for the project. Waterbody Information Surface Water Body (1): Bull Branch NCDWR Stream Index No.: 12-108-5-2 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II WS-ll Supplemental Classification: High Quality Waters HQW Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? I N/A Deck Drains Discharge Over Water Body? INo (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) I Highway North Carolina Department of Transportation Stornivvatcr Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 47917.1.1 TIP No.: R-5870 County(ies): Alexander Page 2 of 2 Swales Sheet No. Station & Coordinates (Road and Non Road Projects) Surface Water Body Base Width ft Front Slope (H:1) Back Slope (H:1) Drainage Area (ac) Recommended Treatm't Length (ft) Actual Length (ft) Longitudinal Slope % Q2 (cfs) V2 (fps) Q10 (cfs) V10 (fps) Rock Checks Used BMP Associated w/ Buffer Rules? 4 -L- 13+50 LT (1)Bull Branch 0.0 4.0 2.0 0.1 14 100 4.00% 0.2 1.6 0.4 2.1 No No -L- 14+50 LT 5 -L- 31+00 LT (1)Bull Branch 0.0 4.0 2.0 0.1 10 50 3.63% 0.2 1.7 0.3 1.8 No No -L- 31+50 LT 5 -L- 31+50 LT (1)Bull Branch 0.0 4.0 2.0 0.1 8 50 2.75% 0.2 1.4 0.2 1.5 No No -L- 32+00 LT 5 -L- 32+00 LT (1)Bull Branch 0.0 4.0 2.0 0.0 4 50 2.12% 0.1 1.1 0.1 1.2 No No -L- 32+50 LT 4 -L- 13+50 RT (1)Bull Branch 0.0 4.0 2.0 0.1 8 200 4.00% 0.1 1.5 0.1 1.6 No No -L- 15+50 RT 4 -L- 16+00 RT (1)Bull Branch 0.0 4.0 2.0 0.1 12 50 2.23% 0.2 1.3 0.2 1.4 No No -L- 16+50 RT 4 -L- 16+50 RT (1)Bull Branch 0.0 4.0 2.0 0.2 15 50 4.00% 0.2 1.7 0.3 1.9 No No -L- 17+00 RT 5 -L- 22+00 RT (1)Bull Branch 0.0 4.0 2.0 0.7 67 100 1.55% 1.3 1.8 1.7 2.0 No No -L- 23+00 RT 5 -L- 23+00 RT (1)Bull Branch 0.0 4.0 2.0 0.8 78 100 0.30% 1.5 1.1 1.7 2.0 No No -L- 24+00 RT 5 -L- 32+50 RT (1)Bull Branch 0.0 4.0 2.0 0.4 40 200 1.44% 0.6 1.6 0.9 1.7 No No -L- 34+50 RT 5 -L- 34+50 RT (1)Bull Branch 0.0 4.0 2.0 0.0 4 50 2.99% 0.2 1.5 0.2 1.6 No No -L- 35+00 RT 5 -L- 35+00 RT (1)Bull Branch 0.0 4.0 2.0 0.2 24 100 1.12% 0.4 1.3 0.5 1.4 No No -L- 36+00 RT Additional Comments All back slopes on the project are 2:1, which do not explicitly fit swale design criteria, however, an average of the front and back slopes were taken to determine swale locations. This made the majority of the averaged slopes 3:1.