Rw:~l · 2015. 9. 8. · 7/27/2015 riverbend landfill -google maps 'a: ... c10 erosion control ano...
Transcript of Rw:~l · 2015. 9. 8. · 7/27/2015 riverbend landfill -google maps 'a: ... c10 erosion control ano...
7/27/2015 Riverbend Landfill - Google Maps
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Riverbend Landfill 13469 OR-18 Map data ©2015 Google 2000 ft .._ _____ _.
McMinnville, OR 97128 (503) 472-8788
Open today 6:00 am - 4:30 pm
https:/lwww.google.com/maps/place/Riverbend+Landlill/@45.174412,-123.228443, 14z/data= !4m2!3m 1 !1sOxO:Ox4c5cb1a88172c039 1/2
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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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CLIENT:
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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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EXISTING UNDER GROUND POWER LINES
EXISTING WATER LINES
EXISTING CULVERTS
EXISTING 100 YEAR fLOODPLAJN BOUNDARY
EXISTING MONITORING WELL
EXISTING WETLANDS
WETLANDS IMPACTED BY MODULE I I AND ROAD
WETLANDS IMPACTED BY MITIGATION GRADING
MODULE I I GRADING EXTENTS
WETLAND MITIGATION GRADING EXTENTS
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RIVERBEND LANDFILL SOUTH TRIBUTARY CHANNEL AND FLOODPLAIN ENHANCEMENT
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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
"" '""°" N NEW N.t.C. NOT JN CONTRACT N.T.S. HOT TO 5C.AL.£ O.C. ON CtNT'ER OHW OR'OINAR'I" HIGH WATER R.C. R£1.ATIVE" COMPACTION RSP ROCK SLOPE PROTECTION SPK SPIKE SO.FT. SOUAA£ FOOT T TREE T.B.D. TO BE: DETCRMINEO lYP TYPICAL UNK UNKNOWN WS£ WA7£R SURfACE ELEVATION
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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.
WORK SlW.1 CONSIST OF REMOVING TWO EXtSTING CUtVER'TS AND R°"'D CROSSINGS. ADOING A NEW CULVERT AS PAAT OF A NEW ROAO CROSSING (BY OTI-I ERS). AND CRAOING TO LOWER THE E'.XlSTING FlOOOf't.AIH ANO ~ER THE CHANN£L
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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.
rnr CONTRACTOR SHAU. P£Rf'ORM AN IHOEPCNOEHT £ARTHWORK ESTl/,IATE FOR Tt£ PIJRPOSE Of PREYAR\NC 810 PRICES FOR EARTHWORK. THE BIO PRICE: SHAU. INCLUDE COSTS FOR A~ N£C£S::SARY IMPORT AND Pl..ACEM£NT or EARTH MATERIALS OR THE EXPORT AND PROPER DISPOS4L. Of EXCESS OR 1.JNSUrTA8LE EARTH MATtRW..S.
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@ PROPOSED T0£ Of WOOUU: 11 OCPANSo'ON, PER DRAWINGS BY OTHERS
@ 0£COMMISSION Ro.o.D
Q) DEMOLISH (E) ctA..YERT
@ OECDMIAISSJONEO BY OTHERS (NJ.C.)
@) OEMOUSH (£) WESTERN PONO CULvtRT
LEGEND :::::·:;;<.::::::<,"/!::::···
~
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EX1STWC CONTOURS
PROPOSED CONTOURS
EXlSTINC ft.OW LINE
£XISTINC PAVED RCW>S
EXISTING OVER HOO POWER LINES
EXISllNC UNDER CROVNO POWER LINES
DCISTWG WATER UNES
EXLSTINC CtJLVfRTS
EXISTING 100 YEAR FlOOOPVJN SOUNCWf'I'
EDGE OF MOOUL.t ANO ROAD BY OTHERS
EXISTlNC MONITORING WELL
FlOOOP!.IJN LOC STRUCTURES
CHANNEl LOG STRUCTURES
FABRIC ENCAPSULATED SOIL LIFTS
CHANNEL-wat.ANO CONNECTION
ESM GRADE' COt«ROL APRONS
PROPOS£0 W(TV.NO AREAS
CHANNEi.. FABRIC
~: STA: a+oo I 'I ! ' STA: 1o+60 1srA: 101-90 ' I I STA: 1.;s+601 ·1 , OEMOllSH (£) iwCST"ERN POND CUL'¥t"RT I ! STA: !a-t-23 El.EV: 1.27.0 . I I n£V: 12~71 ffl.£V; 12!1.!I I El.£\1: 124.1! i 9'X5.2' ARCH PIPE !CULVE'RT \ i I 0.E\1!'121.4
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B+OO a+so 9+00 9+SO 10+00 .10+50 11+00 11+50 12+00 12+SO 13+00 i.J+SO 14+00 14+.50 15+00 15+.50 16+00 16+.50 17+00 17+~ 18+00 18+50
TRIBUTARY PROALE
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ADJUST SCALES FOR REDUCED Pl0r5 0~1~
C4 4
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... """"""""'"""""'i"' LV.Efil: _ CHAN~~ .. T~ -- - _ . --=------ .. . --·----· OEM~ ,l•l ~-~-~LVERT~==- .i=:=:r 11101H \ I ) - -----~ -- 1'2 :::~ ·-=--~-- -=--~----------~-~---_(;:_•~~'£ ... _.- -c----- -----~_'.:~--~~- - - ------ \~~,- --- ~ " 1 "" ' "=------ ~, -- - - -- ~12<
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BAR lS ON( INCH ON ORIGINAL ORA.WING,
ADJUST SCALES fOR REOUCE:O PLOT"S 0~1-
C5 5
OF 10
1Jsf ············-·-·····- ········································-- ····················- ··············· ··-· ········· ·· ···· ···············································-·· ··· ·· ·········--··· ········-·· ·· ·· ··-······ ··· ································································· ·· ·····- ···············································································- ·······································--······- ··········· I "'
1"1
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CHANNEL WETLAND CONNECTION rT\
CHANNEL WrnAND CONNECTIONS EVER'Y
ON PLANS. SHEETS CJ AJlfO C4 100' ON CHANNEL B'.NKS, WHERE SHOWN I I
CHANNEi. DEPTH AT CK.\NNC'L-WEJt..VJO
CONNECTION ts• TO 21· (lYP.)
I CHANNa 8AS£
---, ''"'"'' r
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fill'?l>:_L, CHANNEL AT WETLAND CONNECTIONS SECTION ®
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F'8RIC ENCAPSUL.rED so~]-- Ktv .. :~::~:~·::J UFTS WHERt SHOWN ON &• TO I 2· INTO STREAM BED (TYP.)
'~ 120
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CHANNEL OEPTli AT CHANNEl.-WEn.ANO
C'OHNECTION 18· TD 21•
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8"\R tS ONE INCH ON ORICINAL ORAW!NG,
ADJUST SCAl.[S FOR REDUCED PLOTS 0~1-
C6 6
OF 10
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SUBCRADE STA8/UZATION STk 3+25 El(V: 124.ti
100 I 100 0+75 1+00 1+50 2 +00 2 +50 .HOO .H 50
REINFORCED CONCRETt FOOTING DEPTH 1 6• .----
STRUCTlJRAL Fill
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l i."iv..",i;,. '"~"iii?p£ PROrrClloN
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8"\R IS ONE INCH ON ORICJ/llAI.. ORAWINC,
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£\'t~~e;L LOG STRUC1URE SECTION @
4.S-(TYP)
BURY 2/3 Of LOG LENGTI-t (e' (MIN)
SECURE" LOGS WITH SfEEl PLATE ANO NUT. &\CH SIDE. PlATr TO S£ .. -..-.. ·..-!/••.
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~~O!JfLAIN LOG STRUC1URE SECTION @
LOG STRUC1URE NOTES LOGS WITH ROOTWAO Pit£ LOCS BOULDERS LOG/LOC CONNECTI01 rrer Of $IBllCD1Rf N!JM9fR pra STR\ICDJRE era STRllCD!Rf Pffl S!RIJCDIRf pm SJ'R!!CDJRf
CHANNEL LOO STIWCJURES 10
Fl.OODPLAIN LOG STRUCUTRES
TOTA! S Q!AMITTR ! fNQTH IOU! COUNT
LOC WITH ROOTWAO
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1a--2 .. - (MI N. 1s· AT ANY POINT)
12•-1a• (MIN. 12" AT ANY POINT)
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LOG/LOG CONNECTIONS I 0
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ADJUST SCALES FOR REDUCED PLOTS 0~1-
CB 8
OF 10
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PROPOS£0 CONTOURS
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EXJSTINC PAVED ROADS
EX!SllNC UNPAIJ(O ROADS
EXlSllNC CULVERTS
',
EXlSllNC 100 'f£AR FLOOOf'l.,\JN BOUNDARY
£:DC£ OF l.400ULE ANO ROAD 9Y OTHERS
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REVECETATION ARE:4 A
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CONSIBUCDON PHASING NOTES·
\ , PHASE I; CULVatr CONSTRUCTION A. INSTAU DIV£RSlOH SYSTEM AT DtJll..CT Of' HIGHWAY 18 CUL\IERT TD
OIV(RT CR!El< flDW AROUNO PROP05£0 CUt.YER'T TD OOWNST'RCAM or THE OCISTINC f"ARM ~O CUL\.'tffl",
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b. EXCWATE Rew> F1U. AND DEMOUSH CULKRT. c. INSl'AU LSM CRAOC CONTROL Al"ltON.. CL MYDROS.!ID AND RtVECCTAT£ ALL EXPOS(D SOILS AND INS!AU flBCR
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QIWfflflfS ASSOCIAT£D WITH THE RCVECETATIOH.
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BAR \S ONE IN CH ON ORIGINAL DRAWING,
ADJUST SCALES rOR RE:OUC£D PLOTS 0~1
8
C9 9
OF 10
TABLE 1' PLAfllTTNG LIST
AREA A: ASH FORESTED WETLAND SCltNTIFIC NA.WE CoMl.IDN NJJ.IE SPACING (FT ON CENTtR) PROPACATION l.ICTHOD
PH'r'SOCARPUS CAPITATI.IS PACIFICN!NE~ BARE ROOT
CORNUS STOLONIFtRA RED-OSIER DOCWOOD BAR[ ROOT
SYMPHORICARPOS ALBUS SNOWBERRY SARE ROOT
FRAXlNUS LATIFOllA OREGON ASH BARE ROOT
SPJ~ ooucu.sn OOUCV.S SPIRE'A SARE ROOT
AREA B: SCRUB / SHRUB WETLAND SCIENTlFIC NAIJE COMl.ION NAIJE SPACING (FT ON CENTC:R) PROPACAOON l.<ET110D
~.IC'SCOIJLERIANA scout.ER Wl!.LOW SARE ROOT
CORl\IUS STOLONIFtRA RED-OSIER OOCWOOO STAl<ES
SPIRAEA DOUCL.ASll DOUC!.AS SPIRAEA SARE ROOT
S4LJX LASIANORA PACJFlC WlllOW STAl<ES
SAUX SITCHENSIS SITICA WILLOW STAKES
AREA C: RIPARIAN FOREST
SCIENTIFIC NAIJE COMIJON NAf./E SPACINC. (FT ON CENTtR) PROP ... Co\TION l.(ETHOD
CORNUS STOLOl\llf£AA RED-OSIER OOGWOOO
OEIALRIA CERASIF"ORMlS IND"""1 PLUl.I
PHYSOCARPVS CAPITATVS PACIFIC NINEB4R!( WE ROOT
SYMPHORICARPOS ALBUS SNOWBERRY BARE ROOT
RUSUS SP£CTA81US SAU.IOt-lBERRY SARE ROOT
Aal(S CRANDIS GRANO F'IR SARE ROOT
PS[UDOTS\JCA MENSIESll DOUGLAS FIR 8ARE ROOT
TABLE 2, SEEDING LIST
AREA A
SUNl.WJK NATM' EROSroN CONfROL WK (I L9/IOOO SO FT)
SC1rNT1flC NAME COMMON ~l,(E X B"f 'fl(EIQ-!T
HOROOJl.4 f3RACHYAATHERUM MfADOW BARLEY ,.. GLYCE'RIA ACCIOCNTALUS NORTHWESTtRN UANNAM4SS 20<
rrsruCA RUSRA RUBRA NATIVE R£O FESCUE 2or.
ALOPECURUS CE'NICAULTlUS WATCR FO.lc'TAIL IJX
ELEOCHARIS PALUSTRIS COW.ION S?IKERUSH .. atCKMANNIA SYZICANCHt ~ SlotJCHCRASS
OCSCKo\W>Slo'< CAE'SPITOSA. TUml> """"""5 2.50%
ACROSTIS EXARATA ISPI)(( BDITL'.:RASS t 0 • .50:t
AREA B & AREA C SUNMARK NAM 'Nml<NO MlX (t L&/1000 SO n)
SCIENTIFlC NAME COMMON NAl.4£ :t BY WEIGHT
HOROEVIA BR4CHYANTHE:R\JM MEADOW BARLEY .,,. 11ROt.iUS CARINATIJS CAUF'ORNIA BRO-VE
F'ESTUCA RUBRA RUBRA NATIVE RED FESCUE 20%
O~H.41,(PS!A CESP!TO~ TUF'TEO HAlRGRASS
ACROSTIS EXERATA SPllCE BENTCRASS
FORM BASIN WITH CONTINUOUS BERM
SM:Kn.J.Wlllf AMENDED NATl'v£ SOIL
4'-5'
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