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Home My WebLink About20171211 Ver 1_Build Maps_20170925(Version 2.06; Released June 2016)46107.1.1TIP No.:B-5392County(ies):Cleveland Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2040Existing: Year:Aquatic T&E Species?NoComments:Yes N/ANoN/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.Brackett Road (SR 1641): 2 paved lanes (total 20' wide), open shoulder section.200trenton.cormier@hdrinc.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 IV (WS-IV)NCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:None100Brackett Road (SR 1641): 2 paved lanes (total 20' wide), 4' shoulder on each side (7' with guardrail).Waterbody Information2013NCDWR Stream Index No.:46107.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)NoneThe North Carolina Department of Transportation (NCDOT) has proposed to replace Cleveland County Bridge #201 on Brackett Road (SR 1641) over Knob Creek. The existing structure is a four span bridge (2@40', 2@40'3") and is a timber deck on timber I-Beams supported by timber caps and timber piles. The proposed structure is a three span (1@55', 1@70', 1@35'), 24" precast concrete cored slab with 4' deep caps. This structure has been designed to have as little environmental and surface water impacts as possible. Deck drains are required for the proposed bridge. Storm water impacts to the stream have been minimized by utilizing grated inlets and pipes to collect bridge storm water to a Lateral 'V' Ditch with Class B Rip Rap. Rip rap at embankment will be installed to dissipate energy to provide a non-erosive outlet velocity to the stream. The proposed rock plating in all four quadrants allowed 1.5:1 slopes to be incorporated, minimizing fill within the creek. At the remaining three quadrants, there are no proposed roadside ditches with concentrated flows. Due to the nature of low impact bridge replacement, the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required. ICA Engineering, Inc.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Hydraulics UnitAddress:General Project InformationB-5392WBS Element:Bridge ReplacementWBS Element:Trent Cormier, PENCDOT Contact:(919) 707-67115121 Kingdom Way, Suite 100Raleigh, NC 27607Contractor / Designer:(919) 900-1608gcail@ncdot.govRaleigh, NC 27560Address:3/14/2017ClevelandLawndaleGalen Cail, PE1590 Mail Services UnitRiver Basin(s): City/Town:0.3Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoLow Residential, WoodedKnob Creek9-50-19-(2.5)0.20.09Project DescriptionProposed ProjectBroadNoneSupplemental Classification: NoneWetlands within Project Limits? SR 1641 (BRACKETT ROAD) RIVER 1513 1577 1643 1639 1647 1662 1637 1648 1637 1802 1802 1801 18671005 1500 1502 1671 1501 1814 1815 1888 1665 1664 1665 1643 1004 1004 1640 1639 1641 18941889Cor n well Rd.Bell Rd.Elam St.Ela m St.Gantt Rd.Brackett Rd.Elam Rd.Dixon Sand Pit Rd.Sha dy Gr ove Rd.Phi l adel phi a School Rd.Falls Rd.Gold St.Craig St.Willis Dr Kistler Rd Ela m Rd Sand Hill Rd Church View Dr Schenck Farm Rd Ne w Hope Rd Ca m Pl Casar Lawndale Rd Elam Rd Rose Dr Warlick RdCa s ar La wn d ale Rd Pet er Key RdWarlick Rd Belwood-Lawndale RdCasar Lawndale Rd Hicks Hill Rd Dallas RdHord Rd Hi cks Hi l l RdFalls StBall Par k RdFall s St Old Stagecoach Rd E Main St E Stage Coach Trl E Stage Coach TrlE Main St W Stagecoach Trl W Stagecoach Trl W Stage Coach Trl W Main St Ch Bethel New Meth Ch Palm Tree HS Piedmont Cemetery Salem Sch Burns Middle Sch High Senior Burns 1004 1642 1501 1514 BROAD FIRST Meth Ch United Kistler’s Mill Rd.Rustic Rd.RdMa une yRdJohn Hoyle View DrChurch Ch u r c h RdNew Bet h el RdBelwood-LawndaleENGLISH SHEET 1 OF 5 PERMIT DRAWING WETLAND AND SURFACE WATER IMPACTS PERMIT R:\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\b5392_hyd_prm_wet_tsh.dgnICA ENGINEERING, INC.4/7/2017SITE 1 4 CLEVELAND COUNTY REPLACE BRIDGE NO. 201 OVER KNOB CREEK ON SR 1641 (BRACKETT ROAD) STRUCTURE AND TRAFFIC CONTROL 25 50 10050 25 50 10050 5 10 20 10 D T V = = = = = = % % MPH ADT ADT % * INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 0 0 0 PROFILE (HORIZONTAL) 46107.1.1 PE BRZ-1641(4) 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. 2012 STANDARD SPECIFICATIONS GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99B-5392 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:TIP PROJECT:B-5392 ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAGRADING, DRAINAGE, PAVING, EROSION CONTROL, NCDOT ROADWAY DESIGN PROJECT ENGINEER PEF ENGINEER PROJECT ENGINEER PEF ENGINEER PROJECT DESIGN ENGINEER TIM JORDAN, PE DAVID WALLER, PE BRYAN KEY, PE VICINITY MAP (NOT TO SCALE) OFF-SITE DETOUR See Sheet 1A For Index of Sheets See Sheet 1B For Conventional Plan Sheet Symbols 25% APPROVED PLANSLENGTH ROADWAY TIP PROJECT B-5392 = 0.065 MILES LENGTH STRUCTURE TIP PROJECT B-5392 = 0.030 MILES TOTAL LENGTH OF TIP PROJECT B-5392 = 0.095 MILES BEGIN TIP PROJECT B-5392 -L- STA. 14+00.00 END TIP PROJECT B-5392 -L- STA. 19+00.00 END BRIDGE -L- STA. 17+16.00 +/- BEGIN BRIDGE -L- STA. 15+56.00 +/- -L-KNOB CREEK2018 119 193 18 65 6 50 * TTST =1 DUAL 5 LOCAL SUB-REGIONAL TIER THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. PLANS PREPARED FOR THE NCDOT BY: PO Box 700 Fuquay-Varina, NC 27526 (919) 552-2253 (919) 552-2254 (Fax) www.mottmac.com LICENSE NO. F-0669 APRIL 21, 2017 APRIL 17, 2018 LOCATION PROJECT 2038 CASAR LAWNDALE RD TO (WARLICK ROAD) TO SR 1637 ESTABLISHED BY METHOD III. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS NA 2011NAD 83/ 48" WW 48" WW 48"WW48"WW48"WW W/1SBWWIRE3SBW48"WW W/1SBW 48"WW W/1SBW EXISTING R/WWOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS PASTURE PASTURE PASTURE PASTURE PINES PLANTED KNOB CREEKSOIL FARM RD.SOIL FARM RD.SOIL FARM RD. BURGAN J. GRIGG, JR. THOMAS W. EASON THOMAS W. EASON 48"WW W/1SBW 48"WW W/1SBW JUDY ELMORE WILSON (VISIBLE IN CREEK BED) STEEL CONDUIT 50PR IN AT&T CORP., 50 PR, COPPER EXISTING R/W AT&T CORP., 50 PR, COPPER 18" RCP 18" RCP ROCK HW 4.5’ ROCK HW 4’ x 3’ ROCK HW 3.5’ EXISTING R/W ROCK HW 3.5’ x 3’ ROCK HW 4’ 18" RCP ROCK HW 5’ X 4’ 24" RCP CASAR LAWNDALE RD TO 20’ BST SR 1641 BRACKETT ROAD 60.00’EXISTING R/W BL-4 BL-5 B5392-2 20’ BSTSR 1641BRACKETT ROAD WARLICK RDTO 6 0. 0 0 ’ AT&T CORP., 50 PR, COPPER BM#2 -L- POT Sta. 14+00.00 BEGIN PROJECT B-5392 -L- POC Sta. 19+00.00 END PROJECT B-5392 -L- PT Sta. 22+00.00 -L- PCC Sta. 20+30.26 -L- PC Sta. 18+16.62 -L- PT Sta. 12+30.08 -L- PC Sta. 10+00.00 15+0020+00DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-5392 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 2011SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP SEE SHEET 5 FOR -L- PROFILE LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC Office of: Prepared in the PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP SHEET 2 OF 5 PERMIT DRAWING ENGLISH LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENTSS WETLAND AND SURFACE WATER IMPACTS PERMIT R:\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\b5392_hyd_prm_wet_psh04.dgnICA ENGINEERING, INC.4/7/2017SITE 1 PLAN VIEW TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY F F F F F F F C F F F C 18"REMOVE15"(TYP.)+41+42 END SBG TB 2GI RCP-III 15" 15" RCP-III 2GI TB TB 2GI ( Not to Scale) TOE PROTECTION d Fill Slope3:1 or Flatter GROUND NATURAL DETAIL A d= 1 Ft. Type of Liner= Class B Rip-Rap GEOTEXTILE FROM STA. 14+10 TO STA. 14+55 LT. FROM STA. 14+20 TO STA. 14+50 RT. FROM STA. 16+84 TO STA. 17+08 LT. & RT., L=27’ FROM STA. 15+61 TO STA. 16+09 LT. & RT., L=48’ DETAIL D GEOTEXTILE GROUND PLAN VIEW PROFILE VIEW DECK DRAIN DISSIPATOR PAD *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS Geotextile= 25 sy Type of Liner= 10 TONS CL B Rip-Rap Total L= 150’ PAD DISSIPATOR ( Not to Scale) 1.0’ L 4.0’ LATERAL ’V’ DITCH ( Not to Scale) 3:1 3:1 D b d 1"/Ft. FROM STA. 18+50 TO STA. 19+00 RT. FROM STA. 16+79 TO STA. 18+00 RT. Slope Fill TYPE OF LINER=CLASS B RIP RAP b= 1 Ft. Max. d= 5 Ft. Min. D= 1 Ft. DETAIL C Ground Natural GEOTEXTILE @ 6’ SPACING (TOTAL 28) 8" x 4" DRAINAGE OPENINGS PAD (TYP.), SEE DETAIL D DECK DRAIN DISSIPATOR +31 (TYP.)RE T AI NRETAINRETAI NRETAIN HW HWRETAIN RETAIN EWRETAIN EW REMOVE HW REMOVE EW END SBG +65 TO SHOULDER POINT (TYP.) CLASS II RIP RAP UP EST. 60 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL E TIE TO EXISTING RIP RAP BANK STABILIZATION ( Not to Scale) DETAIL E BANK STABILIZATION Type of Liner= CLASS II RIP RAP 2’ NWS GEOTEXTILE -L- STA. 16+30 RT. EST. 15 SY GEOTEXTILE EST. 10 TONS RIP RAP SEE DETAIL B RIP RAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 16+79 RT. DETAIL B Grade Ditch 1.5’ GEOTEXTILE TYPE OF LINER= CL II RIP-RAP 10’min. 1.0’min. EST. 21 SY GEOTEXTILE EST. 14 TONS SEE DETAIL A W/CL B RIP RAP TOE PROTECTION EST. 32 SY GEOTEXTILE EST. 20 TONS SEE DETAIL A W/CL B RIP RAP TOE PROTECTION EST. 85 SY GEOTEXTILE EST. 54 TONS SEE DETAIL C W/CLASS B RIP RAP LATERAL ’V’ DITCH EST. 35 SY GEOTEXTILE EST. 23 TONS SEE DETAIL C W/CLASS B RIP RAP LATERAL ’V’ DITCH S S S TS TS TS TS S S S 8108108158158158158158158158158208208208208208 2 0 8208 2 0 820820825825 825825 8 2 5 8258258258258 25 830 83083083083083083083083083083083083 5 835835 835835835 83 5 835835835835840840840840840 840840 840840840840840845845845 845 845845845 845845845845845 850850850850850 850850 8508508508 5 0 850855855 8558 5585 5 85585 5 855 8558558558558 55 855 860860 860860 860 8608608 60 8608608608 6 0865865 86586586586586 5 865 865865865865870870 870870870870870 870870870870875875 875 875875875875875875880 880880 880880 880885 890 48" WW 48" WW 48"WW48"WW48"WW W/1SBWWIRE3SBW48"WW W/1SBW 48"WW W/1SBW EXISTING R/WWOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS PASTURE PASTURE PASTURE PASTURE PINES PLANTED KNOB CREEKSOIL FARM RD.SOIL FARM RD.SOIL FARM RD. BURGAN J. GRIGG, JR. THOMAS W. EASON THOMAS W. EASON 48"WW W/1SBW 48"WW W/1SBW JUDY ELMORE WILSON (VISIBLE IN CREEK BED) STEEL CONDUIT 50PR IN AT&T CORP., 50 PR, COPPER EXISTING R/W AT&T CORP., 50 PR, COPPER 18" RCP 18" RCP ROCK HW 4.5’ ROCK HW 4’ x 3’ ROCK HW 3.5’ EXISTING R/W ROCK HW 3.5’ x 3’ ROCK HW 4’ 18" RCP ROCK HW 5’ X 4’ 24" RCP CASAR LAWNDALE RD TO 20’ BST SR 1641 BRACKETT ROAD 60.00’EXISTING R/W BL-4 BL-5 B5392-2 20’ BSTSR 1641BRACKETT ROAD WARLICK RDTO 6 0. 0 0 ’ AT&T CORP., 50 PR, COPPER BM#2 -L- POT Sta. 14+00.00 BEGIN PROJECT B-5392 -L- POC Sta. 19+00.00 END PROJECT B-5392 -L- PT Sta. 22+00.00 -L- PCC Sta. 20+30.26 -L- PC Sta. 18+16.62 -L- PT Sta. 12+30.08 -L- PC Sta. 10+00.00 15+0020+00DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-5392 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 2011SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP SEE SHEET 5 FOR -L- PROFILE LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC Office of: Prepared in the PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP SHEET 3 OF 5 PERMIT DRAWING ENGLISH LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENTSS WETLAND AND SURFACE WATER IMPACTS PERMIT R:\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\b5392_hyd_prm_wet_psh04.dgnICA ENGINEERING, INC.4/7/2017SITE 1 PLAN VIEW TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY F F F F F F F C F F F C 18"REMOVE15"(TYP.)+41+42 END SBG TB 2GI RCP-III 15" 15" RCP-III 2GI TB TB 2GI ( Not to Scale) TOE PROTECTION d Fill Slope3:1 or Flatter GROUND NATURAL DETAIL A d= 1 Ft. Type of Liner= Class B Rip-Rap GEOTEXTILE FROM STA. 14+10 TO STA. 14+55 LT. FROM STA. 14+20 TO STA. 14+50 RT. FROM STA. 16+84 TO STA. 17+08 LT. & RT., L=27’ FROM STA. 15+61 TO STA. 16+09 LT. & RT., L=48’ DETAIL D GEOTEXTILE GROUND PLAN VIEW PROFILE VIEW DECK DRAIN DISSIPATOR PAD *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS Geotextile= 25 sy Type of Liner= 10 TONS CL B Rip-Rap Total L= 150’ PAD DISSIPATOR ( Not to Scale) 1.0’ L 4.0’ LATERAL ’V’ DITCH ( Not to Scale) 3:1 3:1 D b d 1"/Ft. FROM STA. 18+50 TO STA. 19+00 RT. FROM STA. 16+79 TO STA. 18+00 RT. Slope Fill TYPE OF LINER=CLASS B RIP RAP b= 1 Ft. Max. d= 5 Ft. Min. D= 1 Ft. DETAIL C Ground Natural GEOTEXTILE @ 6’ SPACING (TOTAL 28) 8" x 4" DRAINAGE OPENINGS PAD (TYP.), SEE DETAIL D DECK DRAIN DISSIPATOR +31 (TYP.)RE T AI NRETAINRETAI NRETAIN HW HWRETAIN RETAIN EWRETAIN EW REMOVE HW REMOVE EW END SBG +65 TO SHOULDER POINT (TYP.) CLASS II RIP RAP UP EST. 60 SY GEOTEXTILE EST. 50 TONS RIP RAP SEE DETAIL E TIE TO EXISTING RIP RAP BANK STABILIZATION ( Not to Scale) DETAIL E BANK STABILIZATION Type of Liner= CLASS II RIP RAP 2’ NWS GEOTEXTILE -L- STA. 16+30 RT. EST. 15 SY GEOTEXTILE EST. 10 TONS RIP RAP SEE DETAIL B RIP RAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 16+79 RT. DETAIL B Grade Ditch 1.5’ GEOTEXTILE TYPE OF LINER= CL II RIP-RAP 10’min. 1.0’min. EST. 21 SY GEOTEXTILE EST. 14 TONS SEE DETAIL A W/CL B RIP RAP TOE PROTECTION EST. 32 SY GEOTEXTILE EST. 20 TONS SEE DETAIL A W/CL B RIP RAP TOE PROTECTION EST. 85 SY GEOTEXTILE EST. 54 TONS SEE DETAIL C W/CLASS B RIP RAP LATERAL ’V’ DITCH EST. 35 SY GEOTEXTILE EST. 23 TONS SEE DETAIL C W/CLASS B RIP RAP LATERAL ’V’ DITCH S S S TS TS TS TS S S S ENGLISH R:\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\b5392_hyd_prm_wet_psh05.dgnICA ENGINEERING, INC.2/7/20175/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 5 B-5392 $$$$USERNAME$$$$ LICENSE NO. F-0669 HATCH MOTT MACDONALD I & E, LLC INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Office of: Prepared in the PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com SEE SHEET 4 FOR PLAN VIEWSEE SHEET 4 FOR PLAN VIEW SHEET 4 OF 5 PERMIT DRAWING BEGIN GRADE STA. 14+00.00 EL = 841.78’ END GRADE STA. 19+00.00 EL = 842.20’ -L- 10 11 12 13 14 15 16 17 18 19 20 21 22 800 810 820 830 840 850 860 870 880 800 810 820 830 840 850 860 870 880 DS = 20 DS = 15 1.5:11.5:1PI = 14+75.00 EL = 834.88’ (-)9.2000%(-)0.5377% VC = 150’ K = 17 PI = 17+80.00 EL = 833.24’ (-)0.5377% (+)7.4667% VC = 100’ K = 12 EL = 830.30’ N = 628108 E = 1234774 -L- STA 15+11.11 LEFT 87.17’ -BL- STA 15+80.00 LEFT 100’ BM2: RR SPIKE IN BASE 16" TULIP-POPLAR BENCH MARKS ELEV. 818.50STA. 16+79 - RTBEGIN DITCHELEV. 820.73STA. 17+00 - RTELEV. 842.02STA. 19+00 - RTEND DITCH(+)11.53% (+)9.76% (+)10.62%ELEV. 832.26END STA. 18+00 - RTELEV. 837.14STA. 18+50 - RTBEGIN DITCH(NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP (TYP.) 3.5’ KEY DEPTH LOW SIDE/LOW STEEL SKEW 90 , GP ELEV.=834.01 (24" PCCS WITH W/4’ CAPS) 3 SPANS: 1@55’, 1@70’, 1@35’ BRIDGE C STA. 16+36 -L-L 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 = 4500 = 25 = 827.2 = 7780 = 100 = 830.58 = 11500 = 500+ = 833.5 = 8-9-2016 = 813.0 DATE: 8-09-2016 OBSERVED WS ELEV.=813.0 NORMAL WS ELEV.=813.35 RETAIN 24" RCP REMOVE 18" RCP RETAIN 18" RCP 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)1 FROM 15+56 TO 17+16 -L- 3 SPANS, 24" PCCS 1 FROM 16+31 TO 16+43 -L- BANK STABILIZATION < 0.01 21 7 1 FROM 16+65 TO 16+78 -L- BANK STABILIZATION < 0.01 13 3 TOTALS*: 0.02 0 34 10 0*Rounded totals are sum of actual impactsNOTES:Revised September 2014 SHEET 5OF 5 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSCLEVELAND COUNTYB-5392, BRZ-1641(4)46107.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSMARCH 23, 2017