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Riverbend Landfill 13469 OR-18 Map data ©2015 Google 2000 ft .._ _____ _.

McMinnville, OR 97128 (503) 472-8788

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35 SE 76th Ave Portland OR 97215

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Riverbend Expansion Module 11

LLC

Riverbend Landfill Company Yamhill County, Oregon

Wetland Delineation Report Update

Vicinity Map

Plotted: 7 /23/2015

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W ASTE MAlllAGE.M E NT

PROJECT:

Site Design Review App lication

Riverbend Expansion Module 11

Riverbend Landfill Company Yamhill County, Oregon

TITLE:

Wetland Delineation Report Update

Tax Lot Map

DRAWING DATA:

Tax Map 5S·5W·1

Plotted: 7 / 23/ 2015

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WETLANDS IMPACTED BY MODULE I I AND ROAD

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SHEET INDEX Cl COYER SHECT C2 EXISTING CONomONS CJ Silt Pl.AH AND Pfl'OfllE WEST C4 SITE ~N AND PROflLE DS!' C5 SfCTIONS CIS S£CTIONS C7 CULVERT PROF1LE ANO SECTIONS CB LOG STRUCTURE 0£fAJLS C9 EROSION CONTROL AND /IDIEC£TATION PLAN C10 EROSION CONTROL ANO REVECETATION OCT AILS

GENERAL NOlES 1. TOPOGRAPHIC MAPPING WAS PERfORMEO SY:

AEROMETRIC G£"0SPACIAL SOUJTIONS ructtr OAT£: APRIL 22, 2011

SUPPLOIENTAL GROUND SURvEY 8Y: WATER'IVA)'S CONSULTING, INC. DATt: OCTOBER 9, 20 14

WASTE" MANACE"MENT DATE: W.Y 19, 2015

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2. ELFYATION OATUM: AN ELEVATION OF 1.5!1.78' WAS ESTABLISHED 8'I' LE!ANO MACDONALD ANO ASSOC .. LLC AT SURVtY CONTROL POINT / 1J9 (IMC HAIL) SHOWN ON SHT. C2.

J . BASIS OF SE'ARINCS: B4SIS CF BE'ARINCS BETYl((N POINTS /1 J9 ANO N45J IS NB'OJ'17.57 "W, AS SHOWN ON SHT. C2.

4. AERIAL PHOTO S0UR'C£: DATA courcrro BY OTHERS PROVIDED BY UTIMER OMROHMEHTAL. LLC PHOTOGRAPH DATE: MARCH 22, 2014

.5. CONTOUR IHTERVAL IS ON! roor. nEVA?lONS ANO OfSTANCES SHOWH ARE IN OE"CIW.L. FEET.

6. n-us IS NOT A BOUNDARY SUR\r!Y. PROPERTY LJN'i:S ARE NOT SHOWN HEREON.

7. All CONSTRUCTION ANO IAA.TD?IALS SHALL CONFORM TO Tl'IE CURRENT EOffiON OF THE OREGON DEPARTMENT OF TRANSPORTATION (OOOT) STANOAAO SPCCIFICATIONS (HER£AflDI' REF'£RR£0 TO AS "STANIMRO SPEW'ICATIONSj.

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ABBREVIA TlONS AVC. AVER.4C£ CC CONCRm C'f CUBIC YARDS l>A l>AMmR £ (XrSTINC £.G. !X'ISTINC GROUND a.EV. 0.CVATION f:SM ENClNEERED STm'.AMBrn W.TER\ol.L. OI ORA!NACE: INL[T re RNISHED CRADE FT Fm

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PROJECT DESCRIPTION THESE' DRAWINGS PRO\l\DE 60% DESICN l.EVt'L DETAILS FOR THE: ADDITION OF A NEW CULVERT AND RESTORATION OF A TRIBLJTAR'I' TO THE SOUlH YAMHILL R1V£R TO STABIUZE' THE CHANNEL ANO IMPROVE HABffAT CONDITIONS.

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J. CRAOINC SUlilw.R'r: TOTAL. CUT VOWME • 40,754.0 CY TOTAL FILL VOLUME • 1,215.8 CY

TliE: ABOVE OUANTrm:s ARE APPROXllMTE 1N-PLllCE VOLUMES CALCULATEO AS THE DIFFERENCE BETWEEN EXISTING CROUND AND THE PROPOSED FINISH CRAOE. PREPARED FOR PE'RMlmNc PURPOSES ONLY. txtsTINC GROUND LS DcnNro BY THE TOPOGRAPHIC CO,..,.OURS N<O/OR SPOT n..EVATIONS ON THE PLAN. PROPOSED FINISH GRADE IS DEFINED A5 TI-IE DESIGN SURFACE: £1..£VATION Of WORK TO Bf CONSTRUCTE'D. THE OUl.HTIT£S H-'VE NOT BEEN FACTORED TO INCLUDE ALLOWANCES FOR BULICJNG, C!LARINC N-10 GRUBBING, SUBS/Do.ICE. SHRINKAGE. OVER EXCAVATION, ANO RECOIJPACTION. UNOERCROUND UTIUlY AND SUSSTR!JCTURE SPOILS AND CONSTRUCTION METHODS.

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BARE ROOT PLAmTNG SCALE: N.T.S.

RBERROLL SCALE: 1"•1'

fl\ ~1D

Pl.ACE LIVE STAKE IVfTH lWO TO FWE SUDS ABOVE GROUND.

TAMP SOIL AROUND STAKt.

f .C.

3/4 INCH TO 2 INCH DIAM~

ClfT BASE Of LIVE STAKE AT ANGL.£.

LNE STAKE N.T.S.

LOOSEN SOIL ONLY IN Pl.ANTING PIT.

ROLJCH(N SURFACE TO REMOVE AUGER SLICK PRIOR TO BACKFlWNC

LOOSEN SOIL ONLY IN PLANT/NC PIT.

BARE ROOT PLAmTNG ON SLOPES SCAL£: N.r.s.

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0 en OESICNEO BY: J.D.H. DRAWN BY: A.A.LL CHECKED BY! M.W.W. DATE: 07/24/15 JOB NO.: 12-0170

8'.R IS ONE tNCH ON ORIGINAL ORAW!NG.

AO.JUST SCALES FOR REDUCED PLOTS 0~1-

C10 10 OF 10