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Home My WebLink About20150035 Ver 2_Application_20150608 Wainwright, David From: Euliss, Amy Sent: Monday, June 08, 2015 9:45 AM To: Wainwright, David Subject: FW: W-5516 additional temporary impacts Attachments: revised site 2 W5516.pdf From: Euliss, Amy Sent: Friday, June 05, 2015 12:26 PM To: Thomas, John T JR SAW (John.T.Thomas.JR(a)usace.army.mil); Johnson, Alan; Chapman, Amy Subject: W-5516 additional temporary impacts All, We need an additional 83' of temporary impacts at permit site 2 on the W5516 project. We originally requested 31', but that has changed to 114'. Can we handle this via email or do I need to submit for a permit modification? I've attached an updated wetland permit impact summary sheet and plan sheets for the site. Alan/Amy, Alan permitted this project for us a few months ago. Since, he's not doing DOT projects, I'm sending this to both you. Please advise as to who should handle it. Amy Euliss NCDOT Division 9 Environmental Officer 375 Silas Creek Parkway Winston Salem, NC 27127 336-747-7802 (work) rnall aurrc,aluoindoinco Co and frorn'U°iiu sander is oulnjoa��o dh o IN C I::"ulnlia taaon:;u I..aw and may Inc divaluoad�o C'Ird luartie,a, 1 Sae Sheet 1-a For Index of Sheets STATE OF NORTH CAROLINA �,C, �W_55 6 � 1 See Suet 1-8 For Convontlonal Symbols DIVISION O F HIGHWAYS Iran�wxra r.er�ozua a�+omoer A 44105.1.FD HSIP-122118 PE s s _ ROWAN . COUNTY s erdfa LOCATION: OLD BEATTY FORD ROAD FROM WEST N.C.DEPT.OF TRANSPORTATION BEGIN PROJECT PROJECT OF BOSTIAN ROAD INTERSECTION TO DIVr ROO WW of IAN COUUNTY NTYAYs ° LENTZ ROAD PRO.TECTt W-5616 o OLD BEATTY FORD ROAD K. o1 TYPE OF WORK: GRADING,PAVING,DRAINAGE, TRAFFIC FROM WEST OF BOSTIAN r o Rowan Counh V d d CONTROL, SIGNING PAVEMENT AlARKINGS ROAD INTERSECTION TO LENTZ ROAD AND STRUCTURES o SHEET OF 'rl 04 PERMIT DRAWING SHEET 1_ OF o t".". cOWnhf Z Z VICINITY MAP BEGIN BRIDGE STA.57+10. �- M �^, wo II� SITE 5 SITE b SITE 7 C yN wok H 20:C7 i ��m y 6 7 8 10 11 12 TO US 29 4 l+ -L- RELOCAT D OLD BEATTY V N7� q� SITE 3 (11 SITE 1 SITE 4 SITE 2 END BRIDGE ! -L- STA.63+30.00 � BEGIN TIP PROJECT W-5516 POT STA 15+50.00 L- A END TIP PRO ECT W-5516 POC STA 141+70.00 -L- sa C INCOMPLETE PLANS G m NDl'asR roR R1w econtsmoN s NCDOT CONTACT: BRETT ABERNATHY, PE CLEARING ON THIS PROJECT SHALL BE PERFORMED PRELIMINARY PLANS DIVISION 9 PROJECT MANAGER TO THE LIMITS ESTABLISHED BY METHOD NOT U98 POR{tlNSTgUCRRON I-E Prap 04 tar tAe RYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Nora,ccrd1.og �rtr ' sw�a 10 25 4 5o too ADT = to tt,e�a, Engineering M°Eo 2012 SIAM M SPRCIFWArIONS PLANS DHV %� LENGTH ROADWAY TIP PROJECT W-5516 = 2.27 MILE D = %O PA? 0 T = % ' LENGTH STRUCTURE TIP PROJECT W-S516 = 0.12 MILE RIGHT OF WAY DATE. DAVID C.WALLER,PE y PRoJEcr ENGwm ROADWAY DESIGN z ■ V = 50 MPH SEPTEMBER 15 2014 PROFILE (HORIZONTAL) = TI'ST = DUAL TOTAL LENGTH TIP PROJECT W-5516 = 2.39 MILE BNGIxEER R 602 �0 5 4 to LEIMG DATE: HENRY BARE ° rpSN°� 41 .� ' FUNC CLASS = COLLECTO y SEPTEMBER 16 2015 PROJECT DEROV RNGRO" S 6 a PROFILE (VERTICAL) REGIONAL TIER 8 SIGAGlTURE.• P. WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTS Hand Existing Existing Permanent FRII Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In in Clearing in SW SW Impacts Impacts Stream No. From/To Size/T e Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac) (ac) (ac) ac ac ac (ft) (ft) ft 1 -L-22+58 TO 24+35 30"RCP-111 0.01 <0.01 158 61 BANK STABILIZATION <0.01 11 2 -L-31+00 TO 32+16 2 @ 11'x 8'RCBC 0.01 <0.01 0.02 0.03 0.03 140 114 BANK STABILIZATION 0.02 88 3 -L-37+06 TO 37+50 48"RCP-IV 0.01 <0,01 182 19 BANK STABILIZATION <0.01 14 4 -L-58+66 TO 58+86 LATERAL Y BASE DITCH <0.01 18 5 -L-89+70 TO 90+66 LATERAL V DITCH 0.02 6 -L-99+26 TO 99+30 36"RCP-III 0.02 <0.01 223 23 BANK STABILIZATION <0.01 12 7A -L-107+80 TO 108+17 1 @ 8'x 7'RCBC, <0.01 <0.01 79 32 BANK STABILIZATION <0.01 44 7B -L-108+30 TO 109+21 FLOODPLAIN PIPE 72"RCP-III 0.01 <0,01 80 23 BANK STABILIZATION <0.01 38 TOTALS": 0.01 0.01 0.04 0.17 0.08 1087 272 0 'Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS W-5516,ROWAN COUNTY OLD BEATTY FORD ROAD FROM WEST OF BOSTIAN ROAD INTERSECTION TO LENTZ ROAD 5/26/2015 rNR".d s17113 ISHEET OF PROJECT REFERENCE NO. SHEET NO. WETLAND AND SURFACE WATER IMPACTS PERMIT 2 RI ,i'c3'RCBC '1� 5,lelgh,NC276aY. w-&W S BURIED I'.8'RCBC EXCAVATION BURIED 1' Ralelght l�SC 27607 RN,+ SHEET NO. �� ` EXCAVATION Engineering NO 11-1 No:"2118 ROADWAY IGN NYDR{DCS I.5'THICK 1.5'THICK N" o Owl) Y a I INCOMPLE FE PLANS Q CLASS'I'RIP RAP CLASS'I'DP RAP `� DO NOT tree Mgt !x AOQUISLTTON N WEOTEXTILE � wGEOTEXTILE G PRSLIMiN Y PLANS 1'SILL 2'SILL 1'S1LL 2'SILL DO NOT VSR r0 CONSTRUMON ®FXCAVATI014=55 CY ®EXCAVATION=35 CY co OUTLET CHANNEL INLET CHANNEL (LOOMING(NOT Oo SCALE)AMI (LOOKING O SCAM N.C.DEPT.OF TRANSPORTATION (NOT TO SCALE) (NOT TO SCALE) DIVISION OF HIGHWAYS ROWAN COUNTY PROJECT:W-6516 X15.1_ ,S �• SEE ENLARGED AREA OLD BRATTY FORD ROAD ON SHEET 5A FROM INTT$RS$CTIO / O r siLLS SPACED 9 TO L$NTZ ROAD APPROX.22'CENTERS IN LEFT BARREL OF CULVERT rs SHEET OF AND 2'SILLS SPACED 4 - BANK STABILIZATION AME R.MDRGAN APP T B RR CENTERS IN ` CHANNEL IMPROVEMENT PERMIT DRAWING RIGHT BARREL OF Ap EST,55 TONS CL.'3'RIP RAP SHEET OF CULVERT �' ` -l0 EST.85 SY GEOTEXTILE SEE ENLARGED AREA _ _ GLI i ON SHEET 5B `O Lwu O -�, BEGIN SBG /' ~•~~~~`^` F E r' Z STA.29 r 50-L- ��.... / �? O uj FS-11 1 to / 2 1 2GI 2 55 V LU BURRIIE01'x 8'RCBC _/ E 0 n SKEW 90° + Go [� 2GI + , wl N E-_____�� ` BANK BANK 1 a E Q E m STABILIZATION 3 STABILIZATION � ,,nn,, `� I Fg FIRM 12' tie' DE* �l ENO Ser i S ,n, F� LAHM OF GOD STA.37.22 A_ Elf 7 3 I n 40 IF OF OUTLET BURY INVER z L CHANNEL IMPROVEMENT CIA$ RIP RAF +� EST.50 TONS CL'1'RIP AAP B ONLY ANN R.WROM \ EST.75 SY GEOTEXTILE E 26 TONS 50 SY GT l u• \ PLAN VIEW \s PAN VIEW SITE 2 \ SITE 3 TOTAL PROJECT LENGTH:2.39 MILES `� TOTAL PROJEC/LENGTH:2.39 MILES PROPOSED CULVERT:11'x 8'RCBC \ PROPOSED 4yp//� RCP-IV i [/ � KANEAPOL35 LODGE ND.R22 R' rg✓g LEGEND / ® DENOTES FILL IN \\\� WETLAND DENOTES MECHANIZED • s s s CLEARING 1 100 0 \ \ ® DENONEWETLCAANpTION m a 50 100 �� ® IMPACTS IN 5 RFACE WATER Z= "s e SCALE: I'= 100' HORIZ. DENOTES PERMANENT ® IMPACTS IN SURFACE WATER S1�a PROJECT REFERENCE NO. SHEET NO. 5121 Kingdom Wag, W-5516 5A lCA'QrIUleio,NC27607 PhM SHEET NO. WETLAND AND SURFACE WATER IMPACTS PERMIT c Engineering NCLnes.No RE265 ROADWAY DESIGN Nv ENGINEER ENGINEER ENGINEER h INCOMPLE E PLANS DO NOT USR POR /V ACOVOMON PRELIMIN Y PLANS CD DO NOT Vas ro cowmvc'MN N.C.DEPT.OF TRANSPORTATION V SILLS SPACED @ - DIVISIOON�O� Y YS APPROX. 22' CENTERS IN LEFT BARREL OF CULVERT is---A PROJECTiw-5616 AND 2' SILLS SPACED @ BANK STABILIZATION OLD BEATTY FORD ROAD APPROX. 22' CENTERS IN C LF INLET RIGHT BARREL OF � CHANNEEL L IMPROVEMENT FROM WEST OF BOSTIAN CULVERT �G �j� EST. 55 TONS CL. '1' RIP RAP ROAD L INTERSECTION O '� EST. 85 5Y GEOTEXTILE SHEET OF PERMIT DRAWING SHEET — OF A -ISA v F 2 @ 11'x S'RCBC BURIED 1' Z �2 EXCAVATION ` 0 F IN SBG ,�� `"--.� l.r r' 1s'T►IICK k. 29+50 -L- "` -- (rYP.) CLASS 'I'RIP RAP wGEOTEXTILE C // O FS-II / 1'SILL 2'SILL ® EXCAVATION-35 CY 2GI INLET CHANNEL �•• �/ 2GI F (LOOKING DOWNSTREAM) 2GI it R V (N0T TO SCALE) i r ' i- �s 2 @ 11'x B'RCBC BURIED I x $ RCBC I i BURIED 1' EXCAVATION 0 F SKEW = 90 J MG t 2GI _`"�_ O �� -� 1.5'THICK F . -- (rY T. a FS l8 _1 N -f F Q CLASS 'I'RIP RAP WjF(BO� S wGEOTEIRILE rY " - 1'SILL 2'SILL E J B ® EXCAVATION=55 CY R —BANK STABILIZATION OUTLET CHANNEL SE {LOOKING DOWNSTREAM] m {NOT TO SCALE{ * TDE 3 LANDIS CHURCH OF GOD 40 LF OF OUTLET LEC,,END CHANNEL IMPROVEMENT EST. 50 TONS CL. '1' RIP RAP C%/y� DENOTES WETLAND EST. IN EST. 75 SY GEOTEXTILE DENOTES MEC CLEARING HA NIZED e E 50 0 ENLARGED ® DENOTES I FETTLCAANADTION PLAN VIEW a ry DENOTES TEMPORARY z3 25 50 SITE L ® IMPACTS IN SURFACE WATER SCALE: III= 100' HORIZ. ® DENOTES PERMANENT Ei z IMPACTS IN SURFACE WATER