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Home My WebLink About20201981 Ver 1_Durham St. Permit Drawings_20210122WETLAND AND SURFACE WATER IMPACTS PERMIT SHEET 1 OF 5 PERMIT DRAWING 4 -L- POT STA. 15+35.00 END TIP PROJECT B-5346 BEGIN BRIDGE END BRIDGE BEGIN TIP PROJECT B-5346 -L- POT STA. 12+45.00 TO HWY 87 TO BURLINGTON D T V = = = = = = % % MPH ADT ADT % * INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K DRY CREEKDRY CREEK0 0 0 PROFILE (HORIZONTAL) 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 Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. DIVISION OF HIGHWAYS 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 5/31/2017B5346_Hyd_prm_wet_psh_01.dgnjharvey1000 Birch Ridge Dr., Raleigh NC, 27610 CONTRACT:TIP PROJECT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NA-L-SR 1666 LITTLE JOHN LANESR 1529 DURHAM STREET EXTENSION SR 1529 DURHAM STREET EXTENSION DURHAM MEADOWS DRIVETOTAL LENGTH OF T.I.P. PROJECT B-5346 = 0.055 JUNE 19, 2018 JUNE 16, 2017 ALAMANCE COUNTY SR 1529 (DURHAM STREET EXTENSION) GRADING, DRAINAGE, PAVING, AND STRUCTURE 100' 100' 5' 2591 3500 12 65 50 2015 2035 DUAL=3%* TTST =1% SUB-REGIONAL TIER 46060.1.1 P.E. B-5346 See Sheet 1A For Index of Sheets B-5346See Sheet 1B For Conventional Symbols BRZ-1529(10) 4 50'25'50' 50'25'50' 10'10'20'FUNC CLASS = RURAL LOCAL BRIDGE No. 3 OVER DRY CREEK ON JAMES A. SPEER, PE NYA K. BOAYUE, PE LENGTH STRUCTURE T.I.P. PROJECT B-5346 = LENGTH ROADWAY T.I.P. PROJECT B-5346 = CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD . THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. B-5346 TIP PROJECT 87 87 Glen Raven 100 100 SR 1638 SR 1642SR 1529SR 1529SR 1547 SR 1509 S R 1 5 1 3 SR 1803 SR 1650 2461 RSSR 1 6 4 3 VICINITY MAP SR 1506 SR 1507 SR 1640 SR 1645 SR 1514 SR 1666 SR 1665 SR 1664 DETOUR ROUTE DETOUR ROUTE INTERSECTION IMPROVEMENT DETAIL -L1- -Y2- -Y2- POT STA. 11+20.00 END CONST. SR 1547 (ROUTH RD) SR 1529 (DURHAM ST EXTENSION) NAD 83/ 2011 SHEET 2 OF 5 PERMIT DRAWING 0 50'25'50' SCALE: 1"=100' 100'NAD 83/ 2011NOTE : SEE SHEET 5 FOR -L- PROFILE -L- TYPE-III TYPE-III TYPE-III AT-1 TYPE-III 22'.02.02.02.02DETAIL SHOWING BRIDGE / ROADWAY RELATIONSHIP BEGIN BRIDGE END BRIDGE BEGIN APPROACH SLAB END APPROACH SLAB 22'DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SEE DETAIL 2C-1 (SHOP CURVED)4'-5"4'-5"DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4B-5346 5/31/2017B5346_Hyd_prm_wet_psh_04.dgnjharvey8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD 83/ 2011DETOUR ROUTE INTERSECTION IMPROVEMENT DETAIL -L1- (SR 1529-DURHAM ST. EXT.) / -Y2- (SR 1547-ROUTH RD.)30'-10"S S SURFACE WATER DENOTES IMPACTS IN SS72" WDWD1SFD48" CONC20' CONC 1SBKDS WD 72" WD 21' CONC 36" CONCPOLE FLAG 30" C&G30" C&G12' GRWOODSSIGN S15" RCP18" RCP 15" RCP 18" RCP 18" RCPDIDI1SBKD48" CONCWD19' CONC S 72" CHL SPAVER S 36"STONE WD 1SFD 2SF G CONC36" CONC21' CONC POLE FLAGLT 36" BKWALL48" WDCTGR 1SBKD STEPS WD CONC S1SBKD WELL VAR. GR GRWOODSWOODSWOODS WOODS 18" RCP CEDAR HEDGEROW WD WD2SFD48" CONC15" CMP15" CMP2SFD36" CONC2SFDWD48" CHL 48" CHL 48" WW72" CHL SSS15" RCPGR1SFDSCONCWD WALL VAR. HT78" WDWOODSC12" RCP 15" CMPAREA GARDEN WELL 18" RCP 18" RCPEIP EIP EIP EIP EIP EIPEIP EIP EIP EIP EIP EIP EIP EIP EIPDRY CREEKDRY CREEKBST DECK WD WWWD WW WD WW 10.00'20.00' 2 0.0 0' 10.0 0'REF. PB 34 PG 61 30' SEWER EASEMENTREF. PB 48 PG 3230' SEWER EASEMENTEIP EIP TO BURLINGTON10' UTILITY EASEMENT10' UTI LI TY EASEMENT10' UTILITY EASEMENT10 ' DRAINAGE EASEMENT 10' UTILITY EASEMENT15' SEWER EASEMENT DRAINAGE EASEMENT 30' WATER LINE & 10' UTILITY EASE MENT 10' X 70' SEWOODS 18" RCP JB POSSIBLE END UNKNOWN18" RCP CBCBCABLE WIREVALERIE J. GARCIA JESUS E. GARCIA, JR. MARIA C. JONES CHRISTOPHER P. JONES SHEILA J. HARRIS JOSEPH W. HARRIS ANN L. STADLER VIRGIL L. STADLER RALPH EVANS DELORES L. McFARLING GEORGE T. McFARLING, IIIFRANK FULLERRHONDA W. MILES CLARENCE R. MILES, JR.HEATHER A. STEINTIMOTHY A. STEINTHE OAK GROUP, LLCLILLIAN D. GERRINGER, ETALREF DB 299 PG 274ACCESS EASEMENTREF DB 299 PG 274ACCESS EASEMENT8' GRLIFE ESTATE MARY E. PUTNAM EIP EIP EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W60.00'60.00'EXISTING R/WEXISTING R/W50.00' EXISTING R/W EXISTING R/WEXISTING R/W60.00' ESTATE KINNIE H. LOY EIP 6 LT 8" VC8" VC 20" DI20" DI8" VCEIP EIP EIP BRIDGE #3 WOODDURHAM STREET EXTENSION SR 1529 DURHAM MEADOWS DRIVE 30' BSTLITTLE JOHN LANE SR 1666 20' BSTDURHAM STREET EXTENSION SR 1529 20' BSTCONC CONC CONC CONC CONC14' GR11' GR WOODS -L--Y--Y1-10+0015+001 2 3 4 REMOVE 15"RCP-IV 15" RETAIN RETAIN RETAIN ( Not to Scale) RIP-RAP AT EMBANKMENT FROM STA. 14+05 TO STA. 14+28 -L- RT DETAIL D Grade Ditch 1.5' GEOTEXTILE Geotextile= 15 sy Type of Liner= 9 TONS,CL I Rip-Rap 10'min. 1.0'min. n= 0.055 s= 2.8% d= 0.7 FT V10= 2.0 FT/S Q10= 1.7 CFS DA= 0.7 AC Sta.= 14+82-L-LT n= 0.035 s= 0.5% d= 0.3 FT V10= 0.8 FT/S Q10= 0.2 CFS DA= 0.1 AC Sta.= 13+00-L-RT n= 0.055 s= 0.5% d= 1.8 FT V10= 1.9 FT/S Q10= 22.0 CFS DA= 15.9 AC Sta.= 14+28-L-RT 15"LATERAL 'V' DITCH ( Not to Scale) 2:1 2:1 D b d 1"/Ft. FROM STA. 14+82 TO STA. 15+41 -L- LT Slope Fill Type of Liner= CL B Rip-Rap b= 3 Ft. Max. d= 1 Ft. Min. D= 1 Ft. DETAIL B Ground Natural Geotextile Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 10+75 TO STA. 11+20 -Y2- LT FROM STA. 12+58 TO STA. 13+00 -L- RT DETAIL C Min. D= 1 Ft. Ground Natural Slope Ditch Front TB 2GI TB 2GI 2 ELBOWS 15" W/ ( Not to Scale) LATERAL BASE DITCH 3:1D B b d 2:1 1"/Ft. FROM STA. 14+28 TO STA. 15+54 -L- RT DETAIL A b= 3 Ft. B= 2 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0' Type of Liner= CL B Rip-Rap Ground Natural Slope Fill GEOTEXTILE ELB ELB HH DI T T 12" RCP 12" RCP 36" SPLIT RAIL 2SBKD 1SBKD 12" RCP 12" RCP 1SFD CONCCONC 42" VINYL GRACEWOOD CTSR 1547 (ROUTH RD) TO NC 87 TO NC 87 20' PAVED 20' PAVED 20' PAVED SUSAN GRACE SUSAN GRACE RAYNELLE D. ISLEY EIP EIP EIP EIP EIPEIP 60.00'EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W60.00'EXISTING R/W EXISTING R/W and wife JULIE S. ALLGEYER JOESPH P. ALLGEYER 60.00'60.00'WS OI L & GRAVE L S OI L & GRAVE LSOIL & GRAVELSOI L & GRAVELS OI L & GRAVE LEXISTING R/WEXISTING R/W11 12 13 14 15 SR 1529 (DURHAM ST EXTENSION) wife MARIE P. CARDWELL LARRY R. CARDWELL and 5 15" REMOVE SEE DETAIL C SPEC. CUT 'V' DITCH n= 0.035 s= 0.3% d= 0.4 FT V10= 0.7 FT/S Q10= 0.3 CFS DA= 0.1 AC Sta.= 11+20-Y2-LT F F F F F F F F F F F F F F F F SHEET 3 OF 5 PERMIT DRAWING 0 50'25'50' SCALE: 1"=100' 100'NAD 83/ 2011NOTE : SEE SHEET 5 FOR -L- PROFILE -L- TYPE-III TYPE-III TYPE-III AT-1 TYPE-III 22'.02.02.02.02DETAIL SHOWING BRIDGE / ROADWAY RELATIONSHIP BEGIN BRIDGE END BRIDGE BEGIN APPROACH SLAB END APPROACH SLAB 22'DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS SEE DETAIL 2C-1 (SHOP CURVED)4'-5"4'-5"DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4B-5346 5/31/2017B5346_Hyd_prm_wet_psh_04a.dgnjharvey8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD 83/ 2011DETOUR ROUTE INTERSECTION IMPROVEMENT DETAIL -L1- (SR 1529-DURHAM ST. EXT.) / -Y2- (SR 1547-ROUTH RD.)30'-10"S S SURFACE WATER DENOTES IMPACTS IN S 565566566 567567568 568568568569 569 569569570 570570570 570 570570570570571 571571 571 571571571 572 572572 572 572572572 572 573 573 5735 7 3 573573573574 574574 574 574574574575 575575575 5755755 7 5575575575 575575575575575575 576576 576576576577577 5775 7 7 577578578578 578 578578579579579 579 579 579579579 579580580580 580580580580 580580580580580 580580580 580580581 581 581 5 8 1 581581581581581581581581 581 582582 582 5 8 2 582 582582582582582 582582582582583 583 5835835 8 3 583 583 583 583 583583 584584 584584584584 584 584584 585 585 5 8 5 585585 585585585585585586 586586586586 587 587587587 588 588588588 588589 589 589590 590591 591592 592593 593S72" WDWD1SFD48" CONC20' CONC 1SBKDS WD 72" WD 21' CONC 36" CONCPOLE FLAG 30" C&G30" C&G12' GRWOODSSIGN S15" RCP18" RCP 15" RCP 18" RCP 18" RCPDIDI1SBKD48" CONCWD19' CONC S 72" CHL SPAVER S 36"STONE 1SFD 2SF G CONC36" CONC21' CONC POLE FLAGLT 36" BKWALL48" WDCTGR 1SBKD STEPS WD CONC SWELL VAR. GR GRWOODSWOODSWOODS WOODS 18" RCP CEDAR HEDGEROW WD WD2SFD48" CONC15" CMP15" CMP2SFD36" CONC2SFDWD48" CHL 48" CHL 48" WW72" CHL SSS15" RCPGR1SFDCONCWD WALL VAR. HT78" WDWOODSC12" RCP 15" CMPAREA GARDEN WELL 18" RCP 18" RCPEIP EIP EIP EIP EIP EIPEIP EIP EIP EIP EIP EIP EIP EIP EIPDRY CREEKDRY CREEKBST DECK WD WWWD WW WD WW 10.00'20.00' 2 0.0 0' 10.0 0'REF. PB 34 PG 61 30' SEWER EASEMENTREF. PB 48 PG 3230' SEWER EASEMENTEIP EIP TO BURLINGTON10' UTILITY EASEMENT10' UTI LI TY EASEMENT10' UTILITY EASEMENT10 ' DRAINAGE EASEMENT 10' UTILITY EASEMENT15' SEWER EASEMENT DRAINAGE EASEMENT 30' WATER LINE & 10' UTILITY EASE MENT 10' X 70' SEWOODS 18" RCP JB POSSIBLE END UNKNOWN18" RCP CBCBCABLE WIREVALERIE J. GARCIA JESUS E. GARCIA, JR. MARIA C. JONES CHRISTOPHER P. JONES SHEILA J. HARRIS JOSEPH W. HARRIS ANN L. STADLER VIRGIL L. STADLER RALPH EVANS DELORES L. McFARLING GEORGE T. McFARLING, IIIFRANK FULLERRHONDA W. MILES CLARENCE R. MILES, JR.HEATHER A. STEINTIMOTHY A. STEINTHE OAK GROUP, LLCLILLIAN D. GERRINGER, ETALREF DB 299 PG 274ACCESS EASEMENTREF DB 299 PG 274ACCESS EASEMENT8' GRLIFE ESTATE MARY E. PUTNAM EIP EIP EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W60.00'60.00'EXISTING R/WEXISTING R/W50.00' EXISTING R/W EXISTING R/WEXISTING R/W60.00' ESTATE KINNIE H. LOY EIP 6 LT 8" VC8" VC 20" DI20" DI8" VCEIP EIP EIP BRIDGE #3 WOODDURHAM STREET EXTENSION SR 1529 DURHAM MEADOWS DRIVE 30' BSTLITTLE JOHN LANE SR 1666 20' BSTDURHAM STREET EXTENSION SR 1529 20' BSTCONC CONC CONC CONC CONC14' GR11' GR WOODS -L--Y--Y1-10+0015+001 2 3 4 REMOVE 15"RCP-IV 15" RETAIN RETAIN RETAIN ( Not to Scale) RIP-RAP AT EMBANKMENT FROM STA. 14+05 TO STA. 14+28 -L- RT DETAIL D Grade Ditch 1.5' GEOTEXTILE Geotextile= 15 sy Type of Liner= 9 TONS,CL I Rip-Rap 10'min. 1.0'min. n= 0.055 s= 2.8% d= 0.7 FT V10= 2.0 FT/S Q10= 1.7 CFS DA= 0.7 AC Sta.= 14+82-L-LT n= 0.035 s= 0.5% d= 0.3 FT V10= 0.8 FT/S Q10= 0.2 CFS DA= 0.1 AC Sta.= 13+00-L-RT n= 0.055 s= 0.5% d= 1.8 FT V10= 1.9 FT/S Q10= 22.0 CFS DA= 15.9 AC Sta.= 14+28-L-RT 15"LATERAL 'V' DITCH ( Not to Scale) 2:1 2:1 D b d 1"/Ft. FROM STA. 14+82 TO STA. 15+41 -L- LT Slope Fill Type of Liner= CL B Rip-Rap b= 3 Ft. Max. d= 1 Ft. Min. D= 1 Ft. DETAIL B Ground Natural Geotextile Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 10+75 TO STA. 11+20 -Y2- LT FROM STA. 12+58 TO STA. 13+00 -L- RT DETAIL C Min. D= 1 Ft. Ground Natural Slope Ditch Front TB 2GI TB 2GI 2 ELBOWS 15" W/ ( Not to Scale) LATERAL BASE DITCH 3:1D B b d 2:1 1"/Ft. FROM STA. 14+28 TO STA. 15+54 -L- RT DETAIL A b= 3 Ft. B= 2 Ft. Max. d= 2.0 Ft. Min. D= 2.0 Ft. *When B is < 6.0' Type of Liner= CL B Rip-Rap Ground Natural Slope Fill GEOTEXTILE ELB ELB627628 628629630631631632 632632632632 633 633633633633 634634 634 634 634 634 635 6 3 5 635635635 635635 635 635635635 635 636636636636 6 3 6 636637 637637637 637 637 637 637 637638 638638 6 3 9 639640640 640 6406 4 1 6 4 2 643 HH DI T T 12" RCP 12" RCP 36" SPLIT RAIL 2SBKD 1SBKD 12" RCP 12" RCP 1SFD CONCCONC 42" VINYL GRACEWOOD CTSR 1547 (ROUTH RD) TO NC 87 TO NC 87 20' PAVED 20' PAVED 20' PAVED SUSAN GRACE SUSAN GRACE RAYNELLE D. ISLEY EIP EIP EIP EIP EIPEIP 60.00'EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W60.00'EXISTING R/W EXISTING R/W and wife JULIE S. ALLGEYER JOESPH P. ALLGEYER 60.00'60.00'WS OI L & GRAVE L S OI L & GRAVE LSOIL & GRAVELSOI L & GRAVELS OI L & GRAVE LEXISTING R/WEXISTING R/W11 12 13 14 15 SR 1529 (DURHAM ST EXTENSION) wife MARIE P. CARDWELL LARRY R. CARDWELL and 5 15" REMOVE SEE DETAIL C SPEC. CUT 'V' DITCH n= 0.035 s= 0.3% d= 0.4 FT V10= 0.7 FT/S Q10= 0.3 CFS DA= 0.1 AC Sta.= 11+20-Y2-LT F F F F F F F F F F F F F F F F SHEET 4 OF 5 PERMIT DRAWING INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 5 B-5346 5/31/2017B5346_Hyd_prm_wet_psh_05.dgnjharveyDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -L- 11 12 13 14 15 16 17 500 510 520 530 540 550 560 570 580 590 10 -L- STA. 12+45.00 BEGIN GRADE EL. = 582.02' -L- STA. 15+35.00 EL. = 580.55' END GRADE 500 510 520 530 540 550 560 570 580 590 PI = 13+00.00 EL = 581.51' (-)0.9273% (-)0.4085% VC = 100' K = 193 NOTE : SEE SHEET NO. 4 FOR PLAN VIEW OF 20" BEECH TREE R/R SPIKE IN BASE 123.97' RIGHT -L- STA. 13+99.30 BM#1 ELEV. = 576.85' BEGIN BRIDGE END BRIDGE SR 1529 DURHAM ST. EXT. 10 11 12 610 620 630 640 -Y2- SR 1547 ROUTH ROAD BEGIN RESURFACING-Y2- STA. 10+10.00-Y2- STA. 11+20.00END RESURFACINGTO BE REMOVED EXISTING BRIDGE PROP GRADE AT CL DATE: 10-3-2016 NORMAL WS ELEV. =568.3 O ELEV. 580.55 STA. 15+35 -L- ROADWAY CL OVERTOPPING AT 1.5:1 NORMAL CL II RIP RAP LOW SIDE/ LOW STEEL EL=575.1PI=14+28 -L- RT2' BASE DITCHBEG LAT.EL=634.8PI=10+75 -Y2- LTV DITCHBEG SPEC. CUTEL=634.7PI=11+20 -Y2- LTV DITCHEND SPEC. CUTDESIGN 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 FT DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 1760 = 25 = 577.7 = 2270 = 100 = 579.1 = 3050 = 500 = 580.6 = = 10-03-2016 = 568.3 EL=579.2 PI=13+00 -L- RT V DITCH END SPEC. CUT EL=579.4 PI=12+58 -L- RT V DITCH BEG. SPEC. CUT (-)0.5%EL=575.5PI=15+00 -L- RTLAT. 2' BASE DITCHEL=577.4PI=15+54 -L- RT2' BASE DITCHEND LAT.(+)0.5%EL=577.2PI=15+41 -L- LTEND LAT V DITCHEL=575.5PI=14+82 -L- LTBEG LAT V DITCH(+)2.8% (+)3.6%ORETAIN EXISTING CONCRETE FOOTERS REMOVE EXISTING TIMBER PIERS ELEV. 580.55 STA. 15+35 -L- ROADWAY CL OVERTOPPING AT CL ELEV = 581.09' SKEW = 90 W/ 4.0' END BENT CAPS 1@70' - 24" PCCS CL STA 14+03 -L- EST. 15 TONS CLASS II RIPRAP FILL SCOUR HOLE W/ EXCAVATION ELEV.=572.4 (STRUCTURE PAY ITEM) EXCAVATION=200 CY (TYP.) 3.5' KEY DEPTH (-)0.3% 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 13+98 to 14+09 -L- RT RIP RAP AT EMBANKMENT < 0.01 16 SUB TOTALS *: < 0.01 16 0*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 5OF 5 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSAlamanceB-534646060.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS06-07-17