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Home My WebLink About20191302 Ver 1_Mitchell Mill complete permit drawings set_20190930(Version 2.08; Released April 2018) 15705.1092011 TIP No.:SR 2224 County(ies):Wake Page 1 of 1 TIP Number:Date: Phone:Phone: Email:Email: County(ies): CAMA County? Yes Design/Future:Year:2018 Existing:Year: Aquatic T&E Species?Comments: No N/A N/A 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)(If yes, provide justification in the General Project Narrative) ac. 18' paved roadway with 3' grassed shoulders. 1400 jlindsey@wetherilleng.com Project 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 Site Project Length (lin. miles or feet): ac. Surface Water Body (1): Water Supply II (WS-II)NCDWR Surface Water Classification for Water Body NeuseBuffer Rules in Effect: 1400 20' (2-10' lanes) paved roadway with 10' grassed shoulder at the pipe. Beyond pipe installation limits the existing rodway geometry will be retained (3'). Waterbody Information 2018 NCDWR Stream Index No.: 15705.1092011 Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) This is an emergency pipe replacement. The existing pipe has been damaged/washed out and the road is closed. The existinig pipe is believed to be a single line of 128" x 83" CMPA approximately 35' in length. The proposed pipe is a single line 12'-11" X 7'-6" Corrugated Aluminum Structural PlatePipe-Arch with headwalls (+/- 51' long). Roadway drainage will sheet flow over grasssed shoulders and roadway fill sections. There will be rip rap placed at inlet and outlet as bank stabilization. 1223 Jones Franklin Road North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Project Type: 2612 North Duke Street Address: General Project Information SR 2224 WBS Element: OtherWBS Element: Wetherill Engineering/Jerry LindseyNCDOT Contact: 919-220-4600 Raleigh, NC 27606 Contractor / Designer: 919-851-8077 hwmontague@ncdot.gov Address: 8/21/2019 Wake Heather W. Montague Durham, NC 27704 River Basin(s): City/Town: 0.1 Typical Cross Section Description: Surrounding Land Use: General Project Narrative: (Description of Minimization of Water Quality Impacts) No Woods/agricultural Unnamed tributary toFowlers Mill Crek 27-57-4 0.1 200' +/- Project Description Proposed Project Neuse Supplemental Classification: Nutrient Sensitive Waters (NSW )High Quality Waters (HQW) Wetlands within Project Limits? 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) 12'11" X 7'6" CASPPA < 0.01 0.10 < 0.01 38 PIPE < 0.01 16 RIP RAP 0.02 50 TOTALS*: < 0.01 0.10 0.03 < 0.01 66 38 0.00 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 SHEET OF WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS WAKE COUNTY SR 2224 15705.1092011 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 4/24/2018 Elevation THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 783150.550(ft) EASTING: 2175490.659(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES WOODS WOODS WOODS WOODS -EL-60.00’EXISTING R/W EXISTING R/W TO FOWLER RD. 18’ BST SR 2224 (MITCHELL MILL RD) GIS PROPERTY LINE NOT FIELD SURVEYEDBENCHTIE IN 18" PINE ELEV.=319.34’ N:783150 E:2175528 BM#1 CREEK FOWLER’S MILL HW CONC HW CONC 27’-0" 27’-0" 1048’47" CLASS II RIP RAP est. 55 tons est. 59 sy geotextile Class II RIP RAP est. 57 tons est. 60 sy geotextile CORR. AL. STR. PL. PIPE-ARCH 12’-11" X 7’-6" APPROX. EXIST SHOULDER APPROX. EXIST SHOULDER APPROX. EXIST TOE APPROX. EXIST TOE APPROX. EXIST TOE APPROX. EXIST TOE $FILEL$$(USERNAME)$$DATE$SHEET NO.PROJECT REFERENCE NO. SHEET __ OF __ BUFFER DRAWINGFax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL DOROTHY D LEETEHARRY M &GILES SINGELTON MACK DONALD PERRY III & LOVIE GAYLE SIMMONS (ZEBULON RD.)TO NC HWY 96TO FOWLER RD. N C G RI D N A D 83 N A 2011 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 GRAPHIC SCALE 0’30’60’90’30’ N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY PROJECT: 15705.1092011 SR 2224 MITCHELL MILL ROAD 67.00’ RT EX.R/W RT +52.00 RIGHT OF ENTRY 55.00’ LT EX.R/W LT +40.00 58.00’ LT EX.R/W LT +52.00 RIGHT OF ENTRY 71.00’ RT EX.R/W RT +38.00 69.00’ RT +14.00 ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) 12'11"X7'6" CASPPA 4078 3403 7481 TOTAL:4078 3403 7481 0 0 0 0 0 8/21/2019 IMPACT BUFFER IMPACTS SUMMARY TYPE SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) ALLOW ABLE MITIGABLE BUFFER RESTORATION 15705.1092 SR 2224 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY Rev. May 2006 X 10’-0"10’-0" 2’-0"2’-0" 5’-9"4’-3"10’-0"1’-0"1’-0"INLET OUTLET7’-6"7’-6"1’-6"1’-6"1’-6"1’-6"00+00 10.00 20.00 30.00 40.00 50.00 60.00 49’-2" 24’-11"24’-3" 4’-11"10’-0"5’-1"3’-2"2’-4"2’-11"3’-9"1’-0"2’-8"1’-0"(CASPPA) CORRUGATED ALUMINUM STRUCTURAL PLATE PIPE ARCH 12’-11" X 7’-6" PROJECTED STREAM BED EL. +/- 1.0’ BELOW PROJECTED STREAM BED EL. +/- 1.0’ BELOW +/- elev. 299.3 MATCH EXISTING MATCH EXISTINGMATCH EXISTING MATCH EXISTING CORRUGATED ALUMINUM STRUCTURAL PLATE PIPE ARCH (CASPPA) CULVERT 12’-11 X 7’-6" ELEVATION/CROSS SECTION CENTER LINE Ground Natural Ground Natural Geotextile Type of Liner= CLASS II Rip-Rap (Variable) CHANNEL BED $FILEL$$(USERNAME)$$DATE$SHEET NO.PROJECT REFERENCE NO. SHEET __ OF __ PERMIT DRAWINGFax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL GRAPHIC SCALE 0’5’10’15’5’ D ( Not to Scale) PIPE INLET/OUTLET DETAIL Min. D=TOP OF BANK*:1*:1 * VAR. 1.5:1 TO EX. BANK nws N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY PROJECT: 15705.1092011 SR 2224 MITCHELL MILL ROAD