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SUNGROWN FARMS i
PROJECT INFORMATION:
DEVELOPER/O WNER: CIVIL ENGINEER/PRIMARY CONTACT:
HWY 102 PROPERTIES LW PATRICK MARRON&ASSUCAIES UC SEC 2,T 20 N,R 04 W,W.M. 1 N s.
CONTACT:NORM RUPY 8O7TACT.•CCR/S N P.E. - Z
/3325 NW NORTHRUP ST 8270 287H COURTT NEE SUITE 201 ?'d" 0
PORTLAND,OR 97229 LACED;WA 98516 �' F
PH:360.459.1102 u
EMA/L•chnst Ln'ddwrroacom iV ` p N
SITE ADDRESS: GEOTECHNICAI.ENGINEER l" - O
160 W WESTTIELD CT QUALITY CEO NW G��E PROJECT A
SHELTOV,WA 98584 CONTACT:LURE PRESTON McCANN LEG. SITE —J �*
4631 MOON LN SF,STE° --
LACY,WA 98513 o so T Ii Ill
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PH3608789705 IIII� —2 ¢ ���
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DEVELOPMENT DATA; _, -1Ypa170Y ,-,1 KO nxl IIu1 -
PROPERTY AREA: 2018452 SF(4.6 ACRES) R U
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F VS 80516 ss Rol.'RI A••~.2
ADDRESS 518/ON WA98584r • _ • g<� \. N
PARCEL NUMBER: 42002-24-90050 VICINITY MAP is ..4-I_ H
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ASSESSORS LEGAL DESCRIPTION.
LOT 5 OF MASON COUNTY SHORT SUBOM90N NO.3027 RECORDED MARCH TOTH
2008,IN VOLUMES.PAGE 196,UNDER WOOER'S FILE NO.1916060,RECORDS SHEET LIST TABLE
OF MASON COUNTY,WA SHEET NUMBER SHEET TITLE SHEET DESCRIPTION Z ,
CI
1 CI.O COVER SHEET AND SITE PLAN Q
Evan-THE WEST 4500 FEET IRID ELF/ . Z
2 C20 1ESC PLAN CL Q
EH Setbacks G2.1 TESL°ET"`s
BOUNDARY NOTE: 4 C3.0 HOWZONTAL CONTROL PLAN W
RS DOES NOT commix A BOUNDARY SURVEY,AND IS SUBJECT TO ANY A.) Drainfield/Reserve requires 10'setback from footing/foundations 5 C4.0 amain PEAK a W
INACCURACIES THAT A SU8 OL IT BOUNDARY SURVEY MAY DISCLOSE B.)Septic tank(s)requires 5'setback from all footing/foundations 6 C50 STORM PLAN I _
C.)No foundation/Perimeter Drains within 30ft,downgradient of 7 C51 STORM DETAILS co w
UTILITY NOTE: Drainfield/Reserve area 8 C5.2 BIGREIENTION DETAILS Z N I-
UTILITY LOCATIONS SIN HEREON ARE BASED ON A COMBINATION OF FTEID D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within 9 C53 BIOREIENOON PLANTING 0 OWL.
SURVEY OF OBSERVABLE EVIDENCE AND UTILITY COMPANY LOCATIOI'MAPS 50ft,down gradient of Drainfield/Reserve area 10 C6.0 UTILITY PLAN
AND PAINT,AND ARE SU&ECr TO HELD VERIFICATION. E.)Use approved mitigation from section C1-9 of the department of p
ecology's"Criteria For Sewage Works Design,"when sewer rn I 0
transport lines are within 10ft of water supply lines. < , 0
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I p EH APPROVED I WATER IJ a
D '\ Rhonda Thompson 07/132026 SaiW 11 N 4 N m
Qlo'SfWEX UHF EASEMENT �� EASEMF3/r /'-II \\ I ��®-1Ii c 3
12 I— —. i r..— � ,, I8 �� \I 2 c o
DM. 1 20'WATER AND POMP EASEMENT N
0 / 60 ACYESS FENCE MTH GATE I i-- s \r . 8 U S
� I 6O5]I6'll 655.SZ
0 n 10'UTILITIES EASEMENT -&DUCHIES
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DEDICATED TO COMCAST, EASEMENT I Ra1� r'---,. — x_____x..._...%..___..x_..._-%__
1 N ONESr NA1iNRAl.CAS �'PARIONC; ..._ I I -IED 19502 CMC
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,n 0 -*--5---la— ------0 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION
N car„,.. r SHALL VERIFY BALL UOUTY LOCATIONS PRIOR TO CONSTRUCTION BY
ON OF AU ENSITNG WILIIIES THE CONTRACTOR �� AS SHOWN
N N •
EIWPC U'MU DEG l I CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 OR "",rn„�",> C1.0
Ali a r 811(CELL)A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
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I SEC 2,T 20 N,R 04 W,W.M.
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ICI I WA��� Q
CB INLET PROIECRpY O
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' HORIZONTAL SCALE CLEARING LIMITS o
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�� _ I I R a3.40- I- SINEW sss.5z• STANDARD CONSTRUCTION SWPP NOTES: ? r N
VAULTAND TRANSFORMER TO REMAINt. SIlE INSPECRWS SHALL Bf CXYWCIED BY A FERSOY WHO IS IOYOW[EDGEABLE/N R!E PRINpPLES
I IXFARINC UM/IS AND PRACTICES OF EROSW AND SEDIMENT CCWIROL FOR PROECT DIES THAT THAT REWIRE A x'y'^/ CHAIN LINK FEN TD 8E R OVID LYINSIRUCTILW SWPPP,A CRTIfIm EROSON AND SED/MIN(CINIROL LEAD(TES' SIHALL B£ //pRoEcrGsnwD
_.__. -... _...__._ _ ____ IDENUREDINIHECONSTRUCTIONSNPPP ANDSHALLBEONSITEQRQVCALLATAIL TIMES I - 2 APPROVAL OF R/E CONS/RLICIION SWPPP DOES NO(OXYSINIE AN APPROVAL O"PERMANENT
I ;x x z z x . x- ROAD OR DRAINAGECSGY(EG SIZE AND LOCATION O'ROADS PIPES RESRRICTORS CHANNELS
I J REIENBLW/107NRLW/INF1LREAR0N FACTURES UTIURES ETC). Z-x.__-___%__ _ _ - %. T IRIUCROHlS COIN awl AND APPROVED\\\ \ \ \\\\\ THE IMPLEMINTAWON CrCF ME OXJSIRUCTICIY SWPPP AND THE CONSRRUCRQL;MAINTENANCE,
_--_-- _-__- _ _ REAUCfMENI AND UPGRADING O�RI£SE ONJSR2UCR0Y SIfPPP FACTURES IS LYE RESPLM'ABIUIY p"
OF THE APPLICANT/CONIRACIOR UNTIL ALL CUY F
__ _ _. % EEGETA RON/LANDSCAPENG IS ESTABLISHED. Z
I!, 4. THE CLEARING OMIT BOUNDARIES SHOWN LW IRIS PLAN SHALL BE CLEARLY FLAGGED IN WE FIELD CC Q
• \\l PRIOR TO CMVSIRUCIION DURING RYE CINSRRUCIDY PERIOD NO G/SNRBANCE BEYOND IRE a J
DOSING BUILDING TO REMAIN l II ' - - -----' - - - O% FLAGGED CLEARING LIMITS SHALL BE PERM/TIED.RYE FLAGSNG SHALL BE MAINTAINED BY HE a
--
1 APPLICANT/LYX/IRACT04 FDl LYE DURATION OF CCIYSRYUCROJ. 0
/ N S THE CONSIK/CION SRPPP FACTURES SHOW QY IRIS PLAN MUST BE C'ONSRRUCIED IN Z
x CON„UNCRCW Vail AU CLEARING AND GRADING ACRVIRES AND IN SUCH A MANNER AS 70 D 0)
__ _- - _ _ - . . __ - -_. _ - ENSURE MAT SEDIMENT AND SEGMENT--LADEN WATER DO NOT ENTER RYE DRAINAGE SYSTEM, 0 u f
I ROADWAYS OR VIOLATE APPLICABLE STANDARDS FOR SURFACE WAGER QUALITY,GROUNDWATER U I,
\\\\\\�\\\\\\\\ JF, - - _ _ __-- _ _ ____ QUALITY,OR SEDIMENT QUALITY. Z
6. RYE CNSIRUCTIW SWPPP FACTURES SHOWN W us PLAN ARE THE MINIMUM REW/REMENIS FOR �
/ x I . ANRCPA LED SITE CONDITIONS DURING THE CLM'STRUCRON PERIOD,RYESE CONSR/UCRON SWPPP Q
FACTURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM DIETS AND l0 ENSURE 2
- THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE DE DURING THE CS/RO OF
! CONSTRUCTION,INCLUDING CEJNSRRUCTIDV W INDIVIDUAL LOTS
INLET PROTECTILW,TIP ZWYE CWSRRUCTIOY SHWA FAG/IES ON ACES SUES SHALL BE INSPECTED DAILY BY LYE
nJ SFE DEIA2,9YEE!C21
/ APPUCANT/CONTRACIOL IHE FACTURES SHALL BE MAINTAINED,REPAIRED,OR AUGMENTED AS
e � _ • _ ` ' - NECESSARY IO ENSURE HEIR CONIINUED FUNCTION.
B RYE CNSIRUCRCI SWPPP FACTURES LW INACTIVE DIES SHALL BE INSPECDED AT LEAST MONTHLY
- / AND WHNIN 48 HOURS FQLOWING A MAJOR STORM EVENT(>/'RAINFALL IN 24 HOURS)BY H E c G
PROTECT( - •
APPLICANT/ODNIRACTOR.TIE PADDIES SHALL BE MAINTAINED,REPAIRED,OR AUGMENTEDAUGMENTEDAS
EXISTING I NECESSARY TO ENSURE LNBR CONIINUEDFUNCRSN.. t "- II
= SEPEC TO I • l' 1 9. STORM DRAIN INLETS OPERABLE DURING CLMISRRECILW SHALL BE PROTECTED 50 IRA( a i. 0, o
REMAIN - _ __ _ _ - •
- _- -- LPROTECT EX/SINC STOPMWAIER RUNOFF DOES NOT ENDER ENE LYAYVETANCE SYSTEM IWINQUT FIRST BUNG fIGIEREO u• Es4
1�;•
CHAIN LINK�,� OR]RESTED ILL REMOVE SEDIMENT AT NO TIME SHALL MORE WAN!FOOT(MR I/J OF RYE BMPW.
TO REMAIN VOLUME(NHILlIEYER IS LESS)OF SEDIMENT BE ALLOWED TO ALCl/MULAIE WHIN A STOW DRAIN ,9 rn E
I INLET PROTECRW BMP.ALL CATCH BANNS AND CONVEYANCE UNES SHALL BE CLEANED AS PART �� . ,�o
I — NI-TT
CM PIET OY AND ACCEPTANCE R E GLEANING OPERATIW STALL NOT FLUSH W� m 5
• -�%: SEDIMENT--LADEN WATER INTO THE DOWNSTREAM SYSTEM. LU
C: ' 10. STABIUZED CONS/RUCROY ININ4NLES SHALL BE INSTALLED AT LYE BEGINNING OFCLWSIRUCTIOY U Fn S t e
,'
I ' I SANG MAINTAINED FOR THE MARCH OF THE PROJECT.ADDMOWAL MEASURES MAYBE REWIRED a
_ TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR HEDURA DON OF RE PROJECT.
•
- z x x x x IL ROADS SHALL BE INSPECTED DAILY AND CLEANED MOPQUGILY AS NEEDED Po PROTECT m`n 3
•
DOWNSTREAM WATER RESOURCES CR SICRMWAIER INfRASIRUCN SEDI RE MENT SHALL BE REMOVED- I I - - I.® I FROM ROADS BY SHOVEZING OR LOYUP SWEEPING AND SHALL BE TRANSPORIED 10 A CONRRCLED 19502 CMC
ri q �. ' I r I �..j SEDIMENT DISPOSAL AREA
'%' _..I_ 1 IS FROM OCTOBER t RYROUGH APRIL JO,,NO SOILS SHALL REMAIN EXPOSED AND UNBOWED FOR R• ^^
r, -I %, - MORE THAN 2 DAYS FROU MAY 1 TO SEPIEMBER ILL NO SOILS SHALL REMAIN E./PGSED AND CMC
o ( ./. __ _ _ _ _ ._ , _.._,...... z__..__x._....x. z..._._ UNWLRHED FOR MORE MAN 70A DAYS SOILS STALL BE STAQU2ID AT THE END OF SHIFT
. .I �xFr
x j - BEFORE A HOLIDAY QR REEMO IF NEEDED BASED INN THE WEATHER FORECAST LINEAR
/I
CONSRRUCRCN ACTI HIES SUCH AS RIGHT--OF-WAY AND EASEMENT CLEARING ROADWAY
o ,; DEVELOPMENT,PIPEE/N£S AND DRENCHING FIXURURES SHALL COMPLY WIRY THESE
N. REQUIREMENTS THESE STABIL/ZARW REW/REMENIS APPLY Rl ALL AWES ON.21S WHETHER AT CO
I f / FINAL GRADE OR NOT.MASON COUNTY MAY DECREASE RYES TIME LIMITS IF IT CAN BE SHOWN
I: / \\% N
N THAT A DEVELOPMENT DIE'S EROSION OR RUNOFF POIENIAL JUSIFIES A DIFFERENT STANDARD. 2NN
s IJ CONTACT NE COUNTY FOR APPROVAL PRIOR 10 ALL CLEAR/ND GRADING,AND ORYER IC.
z ', x SOIL-DISNRBING ACRWIES TIHAT OCCUR HEIWEEN OCTOBER I AND APRIL J0.SUCH WORK SHALL Q
cm
__ ONLY BE PERM/TI D IF SHOWN TO WE SAWS ACIW OF THE COUNTY 1NAT HE TRANSPORT OF
:}\' I—PROTECT EXISTIND N SEDIMENT FROM RHE COYSIRUCROY DIE TO RECEIVING WATERS WILL BE PREVENRD.THE COUNTY W o m
o (' 'J GRAN UNK FENCE N. MAY REWIRE SUPPLEMENTAL STEPP DOCUMENTA RW FOR WET SEASON WORK. z i "4,- ;
T ,J, ' O _- - \ •
TO REMAIN
�- -- -- - 14. SQL STOCKPILES MUST BE STABILIZED AND PROTECIED FROM EROSION. S
L i I \S IS HANDLE AND DISPOSE OFALL PCLUTAHIS INCLUDING WASTE MATERIALS AND OEMWION DEBRIS 0 N 5 o
-` F THAT OCCUR ON STE IN A MANNER THAT DC/CS NOT CAUSE CNTAMINARCI OF STORMWATER.. g w
N c> WI _ ___ SWOT DEBRIS MAY BE CHOPPED AND SAD ON STECt
w
16. USE SPILL PREVENTION MEASURES SUCH AS DRIP PANS WHEN CONDUCRNG MAINTENANCE AND fT�
S s I iI,'_ 1 .".I \ REPAIR OF VEH/IXES AND EQUIPMENT. V
V I I.'. '9, \ Z
D
I I:.� -280 LF SILT FENCE I U
4 WC SEE DETAIL SHEET C21 I .—..__.
0
—1 _ l I L — ——g———g___sr._ __g__— .__J ND4E5YE 05.5Y RYE CLLVIRACTLR STALL BE FULLY RESPONSIBLE FOR THE LOCATION
017
rn - cE1i.,&,d8___ AVE PROTBCIOV OF ALL EXISTING URUIES RYE CONTRACTOR '`"` AS SHOWN
SHALL VERIFY ALL UTILITY COCA RODS PRIOR RT CONSTRUCIW BY
J Etzvonm WAY DIIU CALLING THE UNDERGROUND LOCALE LINE AT 1-800-424-5555 OR
N 4 \ Sl b - DII(OIL)A MINIMUM OF48 HOURS PRIOR TO ANY EXCAVATI(X✓. oMr.�"" C2.0
SE \ I 2s10
SUNGROWN FARMS m
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FILTER FABRIC MATERIAL 60'HIDE -y 5'MAX �'�'+ Ate'
ROLLS USE STAPLES OR TARE RINGS DRAINAGE GRATE I TRIM SVd'H_-�Y
• TO ATTACH FABRIC TO WEE GRATE
YX 2'BY 14 GA BIDE SEDIMENT ANO P
7FABIBC R EQUIN. /m
DEBRIS 2, �11 OVERFLOW BYPASS Z I
174 II III AY 111 BELOW INLET GRATE O- I
DEVICE1- i -_I111L1187ED
WATER cc Q
BURY BOTTOM OF FILTER MATERIAL— III n W
IN B'BY 12'TRENCH I I Lounzi
. 6(MAX) F-' ❑
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2%4'WOOD POST,STANDARD OR To TEN U
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OR EQUAL ALTERNATE:STEEL FENCE POSTS. ZO H
DRAINAGE GRATE RETRIEVAL SYSTEM
RECTANGULAR GRATE SHOW ` (nP,)
YX E BY 14 GA WIRE _---(1 -
FABRIC OR MN. (L
6'MIN. ��rB '� _
FILTER FABRIC \�I ‘', m
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PROVIDE 3/4'-1.5'WASHED I. SIZE THE BELOW INLET GRATE DEVICE(B/GD)FOR THE STORM c ui c S
GRAVEL BACKFILL IN TRENCH WATER STRUCTURE IT WILL SERVICE. j . • a z F,
AND ON BOTH SIDES OF 2. THE 8/GO SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM V W m t
FILTER FENCE FABRIC ON / (OVERFLOW BYPASS). = <§
WE SURFACE J. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE B/GO "
YX 4'WOOD POST, WITHOUT SPIUING THE COLLECTED MATERIAL. U a..b
ALT:STEEL FENCE POSTS 4. PERFORM MAINTENANCE IN ACCORDANCE W//8 WS00T
v STANDARD SPECIFICATION 8-01.3(15). a
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11/24/25
,�o - - • -. %/ THE CONTRACTOR SHALL HE FULLY RESPONSIBLE FOR ME LOCATION
N i caw.4Et„mum, °. AND PROIECRON OF ALL EXISTING MITES THE CONTRACTOR '-'"° AS SHOWN
SHALL VERIFY ALL UTILITY LOCA RCVS PRIOR TO CONSTRUCTION BY
N S EtE-'®00 wavy DEO i CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 OR w"..k.o. C2.1
AU(CELL)A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
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____, / . I SUNGROWN FARMS
SEC2,T20N,R04W,W.M. 7., ' '
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C _ NO'49'S9'E 655.5E ! . `a.++a..�- ISLE CORIRACIOR SHALL BE FOLLY RESPONSIBLE OCR?THE LOCARON w� �LZMZS
Nm \ I h CAW.g6 12,0412113AND PROIECRON OF ALL EXISTING URLIREE IHE CONTRACTOR '''''' AS SHOWN
m SHALL VERIFY ALL UTILITY LOCARQVS PRIOR TO CONSTRUCRON BY
\ FSY E'®50 you mai _ CALLING ME UNDERGROUND LOCATE LINE AT 1-800-424-5555 OR .„„„,„." C3.0
811(CELL)A MINIMUM OF 48 HOURS PRIOR ID ANY EXCA PALLOR.
,' IBO45• =\ is) �:z 4 - 10
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SUNGROWN FARMS m
/ I SEC 2,T 2O N,R O4 W,W.M. VA tV
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1� ... C` �-�`` I FG J09.00 EC 308.98
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�' I.I. ,; GENERAL NOTES: }a} 0
I I T. ALL WORKMANSHIP AND MATERIALS SHALL BE/N ACCORDANCE NLTH ME MOST CURRENT MASON COUNT?' F- -
i EC J09.BQ L,--i ,�- �� IN � STANDARDS AND DE MOST CURRENT EDITION OF RE STARE Cr WA911NGRAY STANDARD EMANATIONS ? Q
FOR ROAD,BRIDGE AND MUMdPAL CONSTRUCTION(WSOOT/APWA).
ST'� 309.44 i 2 ALL SAFETY STANDARDS AND REQUIREMENTS SHALL BE COMPLIED WITH AS SET FORT!BY OSHA,WIS/A• U
------ AND GE WASHINCTCW STATE DEPARTMENT OF LABOR AND INDUSTRIES Z ��L
I50, J PRIOR TO WOA/NG HIM THE COUNTY RIGHT-OF-WAY CR ON COUNTY PROPERTY,ME CONTRACTOR MUST CO
0 V
'1 OBTAIN A MASON COUNTY RICNT 0E-WAY PERMIT.ALL CONTRACTORS SMALL BE LICENSED AND BONDED IN
THE STATE OFF WASHINGTO.PROPONENT STALL COMPLY WITH ALL OTTER PERMITS AND OTHER
BUILDING#1 E,L" REQUIREME TO O THE GOVERNING AUTHORITY O7 AGENCY.IT IS INC CONTRACTOR'S RESAONSAUTY TO ••
FG 309.50- VERIFY RE(MOON OF THE RIGHT-OF-WAY. -
.-
• ` 4. A PRE-CONSTRUCTION MEETING MG MASON COUNTY IS REWIRED.ME MEETING SHALL BE SCHEDULED A
-"-" SG R5/ MINMUM O TWO DAYS BEFORE RE START OF CONSTRUCTION. m
• J09.
50 J89a5 `� I� , FG J_Q9.50 '/ S IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ME COUNTY OF HIS/HER SCHEDULE INSPECTION BY 4 CS 4 .) m
I h - -.- K HOURS THE PROPONENT MUST DV£NE COUNTY A
giFG 35950 -- -�� � I 459 _
6
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-' � I ,� TEMPORARYMOUEROSON/WATERHOUR P(�POLLUTION NEA�RES SHALL BE REWIRED/N ACcurtIANCE WiTI SECTION � .c ''
. L 07.L5 GIP THE IV,�OT/APWA STANDARD WE'dFLCATWS THE WA9NNCTON STATE DEPARTMENT OF ' A
m -,
ry Ec.Nr9.% I _...> fG 309.I2 - E--,_ / ED MOO a
£C 310.CO - -'' I / ECOLOGY STORM WATER MANAL MENT MANUAL FOR ME PUGET SOUND BASIN,AND MASON COUNTY o5 o
FG JIQOU MUNICIPAL COPE. c
111 7. AT NO TIME LOLL SILTS AND DENS BE ALLOWED TO DRAIN INTO AN COSTING OR NEWLY INSTALLED STORM
_J Th,'
I WATER FACILITY OR ONTO ADJACENT ROADS OR PROPERTIES THE CONTRACTOR SHALL NOT RELEASE STORM d ITT E
_ WATER TO TIRE SANITARY SEWER SYSTEM.ALL EROSION CONTROL A/ID WATER POLLUTION PREVENTION �J
F0 31000- BUILDINGi#Z Fi i MEASURES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR ''' f' w ,;m
' \r , 8. IT/S TIE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL EMERGENCY SERVICES(RRL PELF£,ETC)IF o 5
EC 309.65 \ \ \ \ CO Jr1Ctl '� STREETS QR OT/IN Ar uaxs ARE OBSTTUCIED. U 0 n m
PG JIO.W� \\\\\\\\\\\\\y\\\N 1\\\\•i���\\\\1\\\� \ 9. RE CONTRACTOR SHALL NOTIFY AND MONK NG ALL AFFECTED PROPERTY OWNERS THE CONTRACTOR Q
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v - c FG J70.00 I SHALL PROVIDE THE COUNTY WITH EMERGENCY TELEPHONE NUMBERS AT THE RECONSTRUCTION MEETING • ♦ RI
�> 0_,.---.,,_ . . r x x x x y.�\-: AND SHALL PROVIDE A FOREMAN ON SITE DURING ALL WORKING HORS m`a 3
a I _N 9 -- -- $ ) I0. THE CONTRACTOR SHALL BE RES'CNNRSLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WPM GE MANUAL NO- B,
o I � I uLI I I ON UN/FORA!TRAFFIC CONTROL DEICES(MUM))AND DFPARO/INT OF LABOR AND INDUSTRIES PRIOR TV 1950E 0°..CMC
o -" A <-- --- . . , DISRUPTION ON ANY TRAFFIC,TRAFFIC CONTROL PLANS SHAM BE PREPARED AND SUBMITTED TO DE - ,, .,.
M.
E I . - -r?' • £G 309.61 7 �� L I EC rr¢00 I COUNTY FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS/N PLACE 4410 CMC
j� EC.f09.ES -" \l, < \ FC 31Q09 I x-----xR a---'x--- II. THE CONTRACTOR SHALL BE FULLYRESP'GWTBLE FOR DE LOCARCN AND PROTECTION OF ALL EXISTING
p FG 310.ro \J�"\���\�\\\\\\\\\\\�\\\\\�\�\\\\\\\ ` rI x UTILITIES THE CO NTRACRM SHALL VERIFY ALL UTILITY LOCATIONS RUOR TO OM'STRUCRON BY CALLING
NNE UNDERGROUND LOCATE LINE AT 1-800-424-5555 OR 811 A MINIMUM O TWO BUSINESS DAYS PRIOR
I / ` 11 \ TO ANY EXCAVATIONS
N f FG 3IRl0- BUILDING#3 ' \ p. _I N.\ 12 WATER,.SEWER OR STORM SOME LINES BROILER ON PRIVATE PROPERTY SHALL BE REPAIRED AlMED/ATELY
9/ BY THE CONTRACTOR M ACCORDANCE WITH THE UNIFORM PLUMBING CODE(UPC)OR OILER APPROPRIATE
rn N. STANDARDS AND MAY REQUIRE A PEW CONTACT THE COUNTY BUILDING OFFICIAL �/
y EC 30999 \ EC maw, ; \ LI ALL UTILITIES SHALL BE STAKED FOR GRADES AND ALIGNMENT BY A LICENSED ENCNEERING OR SURVEYING CC
j FG 37070 \\\\\\\\\\\\_\\\\\\\\\\\\\\\\\\\\_\\ . ....\ FG JIQrO N fIRM CAPABLE O"PERFORMING SUCH WT1RK. Q
y
c 11 ��- . 7 . . I I4. TONED MO APPROVED BLUEPRINTS SHALL BE ON-SITE AT ALL TIMES WHILE WORK HS BENG PERFORMED. I L 8 S
.o -tea= _, -, __ �.....�- - -....... N I \\ 15. THE CONTRACTOR SHALL RESTORE WORK AREA TO SAME OR BEI7£R CONDITION UNLESS OTHERWISE 0 w Q
o "}_ ..__.... � o! I .__ ..___ APPROVED OR SPECIFIED r
r I • -�"- FG J09.72� - I EC J\ 16. ALL DISTURBED AREAS OTHER IRAN PAVEMENT AND ROCKED SURFACES,SHALL BE SEEDED AND MULCHED w o
�c c - "-�- ` P\ OR AM/EARLY STABILIZED TO THE SATISFACTION OFF RE COUNTY ANO IN ACCORDANCE MOH TIE O G1
,�U \�^\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�FG 310.19 STANDARDS FOR SIES WHERE CRASS HAS BEEN PLANTED THE PERFORMANCE AND/OR MAINTENANCE r�V/ y
EC 310..w \ \ \ \ GUARANTIES WILL NOT BE RELEASED UNTIL RE-GRASS HAS BEEN THOROUGHLY ESTABLISHED,UNLESS L/L�.
d h FO 310.20 I \J \ N OTHERWISE APPROVED BY TIRE COUNTY. V
'D Ti. IF DOSING NATIVE MATERIAL IS DETERMINED BY THE COUNTY TO BE SUITABLE FOR BAd07U,THE Z
jE I \ FG J1Q10- BUILDING#4 ' ` CONTRACTOR MAY USE THE MATV£MA17R/AL �_
44
N o FG J70.20 \\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\N\\\V FG 310.I9„ ._.
nc - - _ - - I 11/24/25
y EC JIO.W/ _ , < A . - - -L s'm na+r9'M/'S//i5 R.. TEE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION �,E
N I \
NN -_T_. ...._ �.� - err°
\ C. E.SS a.® AND PROTECTION Cr ALL EXISTING UTLI0ES THE CONSTRUCTOR
AS SHOWN
N m a SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTOR BY
9W'avoa.F'YC®V Dm CALLING THE UNDERGROUND LOCATE UNE AT 1-800-424-5555 OR Nw,„,.0,0. C4.O
N N <\ a3.1 81/(CELL)A MINIMUM LV 46 HOURS PRIOR TO ANY EXCAVATION.
z°a I6YL45 / I50' 5 " 1 0
I j SUNGROWN FARMS
r\�.(���
SEC 2,T 20 N,R 04 W,W.M. 7 1*-''
- zo
HORIZONTAL SCALE liiiiiRR
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RIM:JO0 �•.N
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I BIORERLYTIOV 2790 S
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FC J09.00 CO
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DV£RFLOW STRUCNRF Z
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JJ.I'_J RSOLE 4J M J09.(2 2
ice_ IE/N•J07.14'(8'f) BUILDING#1 4"
ROOF
I'T lE OUT:J07.(4' (8'If) _ ORAlN
f C7� �54 IF 8"HOPE 0 1.19X
i `FG 309.50
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!E IN:J07.4J'(6'f) `FG JI0.00
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da I i I—_--._ la— rN-_� ,•R. I —/— SPLASN-BLI ' ® o,d.19502 0 CMC
in IR... _ �R ;
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o SPLASH BLOCK ...... n _.,�.� •
c �_ I
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NII ,\ .`t1\\\\\\\\\\\\\ �5B LF 6"HDPf®0.505\\\\\\;\ (� ...._.x_.___....___z._.__x-_._.z___._.z..._...
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4/N .. a.E. 11/24/25
Al o —
.L ..__ f0•A!1�s•L exvs ! THE C(XJIRACTCR SHALL BE FULLY RESPONSIBLE FOR THE LOC4RW
�+/ mu°T°18�� SHALL VERIFY PROTECTION
LOCATENS PRIOR TO CONSIRUCRW BY " AS SHOWN
N N ENGF'®ELM YOU 131,0 CALLING 7HE UNDERGROUND LOCATE LINE AT 1-800-424-5555 OR ...,,„.,.wa, c5.0
/ 611 ` 8I1(CELL)A MINIMUM OF 48 HOURS PRIOR TO ANY FXCAVARCN.
z°d: \ I 6 - 10
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SUNGROWN FARMS m
SEC 2,T 20 N,R 04 W,W.M.
z
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. NOTES •, R a
PIPE ALLOWANCES '+
j ��!� 1.As acceptable alternatives to the mbar shown to the PRECAST BASE •f•• v a� h
-t j uAamilWl SECTION,tlll¢I9(Ptsced according W the Standard Specifications),or '3'• ' �?f, a
wire mesh having a minimum area of 0,12 spasm the ALTERNATIVE
per toot shall fa*a.,,..'.-•. N
g ,Siii... illy.
PPE W1F3WL be used with the minimum required d PRECAST BASE SECTION.here mes shown h shall notnha placed In thew S` fie' \
- knatdmutg. -%
aEeuoacm as iS
M1VN cpucRElE 2. The knockout diameter shall not be greater than 20•tin).Knockouts shall
FRAMEAND VANED GRATE have a wall thickness at 2'(In)minimum to 2.5"('m)madman Provide
ALL METAL PPE 15 a 1.5.(In)minimum gap between the knockout wag end the outside of the
pipe.After the pipe Is Installed,GI the gap with joint mortar In accordance (r)
cone r with Standard Spocltlaatlan Seetlen BA4.3. Z /^
(510.5PEC.gECT.aoe1 1z,a) Q VJ J
3. The maxim=depth from the finished grade to the tamest pipe Invert a_ J
spLmwAlL PVCi3' shag be6(a). I—'� TL MO.SPFS.SECJ 98i12n11
A. TAa frama aid grata may he In31aINd With Eno Gangs&WM.Or Integrally L
rsTgai WAtL IWC iT cast into the adjustment section with flange up. r
(aT0.epEC.SECT.aep i2l2)) 111
cc
rt CCRRIISEWEIPPIP E1HnENe E. The Precast Base Section may have a rounded floor,end the walls mey Q
srIMMSLVJFA PIPE be sloped at a ram of 1:24 or steeper. ec
2:4•.e•,IT%Oft24. 6. The opening shall be measured at the tap of Ne Precast Kano Section. Z
\�{l o 7. AlM pickup holes shag be grouted MI after the basin has been plead. O O
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Z
NE OAR( ram
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INCRMENTSPACED EQUALLY/ CO L/)
Q
RECTANGULAR ADJUSTMENT SECTION 2
6,4111111
�.A-0pei528R0�G, - �
WEAR tACfI COWER /30AR EACH CCRNER I MORAL qP .. rp E
1C pN)MIN,
�' i �,�,/_l/� yt, Jule He3mn C;R E
ill
_ n .' 20I0.00. eaatsa-0TDeW N`m
IV::
' .l+ a
``r CATCH BASIN TYPE 1 P.- l�. '- t e
ID BAR HOOP .'. /3 BAR HOOP 'U mrE.
9 ; 111
STANDARD PLAN B•S.2O 03 _l I ;a
``XA ' PIiAR MOP.) SHEET 1OFISHEET m`a3
F ./� APPROVED FAIR FU811GTION
o �.s•"� Roark,Steve,;:b°�'"�, "r=vaa'"ice �19502 CMC
AI IMaFAolvuv ME 1rolEn ,
c PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION wmNnou,era mp,.v,ers«,e.,ea„ ry..a... ,.r .
SDS CMC
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11/24125
N rn . 7_ _..__.._...—.. AND CONTRACTOR
SHALL BE FULLY OF ALL EXISTING VOL/DE RESPONSIBLE EN CONTRACTOR �°
N j P2 °l8 SHALL VERIFY (MIRY
Y LOCATIONS PRIOR RC CONSIRUCRCW BY AS SHOWN
gib WIE°®E�Tk3'VDU DEG II CALLING THE UNDERGROUND LOCATE LINE AT I-800-424-5555 OR en.,.,.c,o. C5.1
GI 1 BIT(CELL)A MINIMUM OF 48 HOURS PRIOR R)ANY EXCAVARCYJ. 1
>< 5 - 7 w 10
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SUNGROWN FARMS m
Figure V-5.13:Typical Bioretention wNnderdrain
SEC 2,T20N,R04W,W.M.
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Pro.,el'drep Pm5tl.e I'[top O
PL tan Dm paled ham l..dDeal
oldowaSt
e �'II DAM bottom
34 sz 1'WATER DEPTH SLOPE f oaalb. I .1 ml,s..'m r
ytFII I I I - 1' EEBOARD T III III_ .. \ � - y�`• o
I II:_I IIIIIII II-III II- \T to o
I III e ,, Pa�aa•Pm
III_ III- I III -Ii_. �N, Al �aaaaaa4
1 2'WOODCHIP MULCH I' 6'QUARRY SPALS zamdddemWtl, _ 11 a r !{`"T`fi13g' '-dV'D '^fir zMao00liomt '
OR AGGREGATE I o, cD aalgre1la
I I I7- _ III- eb1TL+a.wad) fiY-.7Xw' 1 InMini=aoma R a33N
ZONE 3 - _ i-I Fr.I 3'COARSE COMPOST `c . ..,.... ••
-III - IN PONDINC AREA '��; f A•• yj
=ITI1::-11 I:-i-;l I I M��D ii a " E_
III
k10
ZONE 2 - e(.�rebe � �, a 9
1B'BIORETENTION SOIL MIX Ward ompagat
H meanNmmroldh [ rS/
ZONE 1 (BSM) 89MblbndlN I
BIO RETENTION TYPICAL SECTION Cn
NTS Noah: Q
t. Sea*tugr.N 3 mb.pdae 0S1.34kaikA -' z
1. CaM1®a DSMt 35%pm,AMA 1311 0-
Nnv 3. Mn E,o AsmeeDe Erinhorn adoring l v v dordnb horn Ova ESN ESN.Maim.IT
to permed pmad[moss,Dhe depth b an ormaudJrgF oa® m Into Era Kph aa.d. . I-
4. DdaO%b Po e.¢nml hip gm.d=bream,ROSlamrimy N.bW.
3. Mellon wWnhdnaiva0.Deded5,n..1ers=Da1 the aaavalhla3 grand water . F.•• (f)
encroach
Ir.In ENP(h.hd g De mJimal elgrey.a tar r m id%the
a ll NOr1O SCALE W Z
d
PACIFIC SUNSET MAPLE 0w a
Typical Bioretention w/Underdrain z L l j
SHRUBBY'CINQUEFOIL DEPARTMENT OF aGmd aem1�16 O W ❑
ECOLOGY I,aa„m,n.A»na,..,,,/almra�mdv�*ad,ma,,, ov.ma,lw,.
U
91a1•oi MOM won umrtedmardaamr.end da4bm. O m
WILD COASTAL STRAWBERRY
1 g
1��.''',:•,'"'".-.
r�lt�y 6 ; T''"1'( BIORETENTION SOIL MIX(BSM)
f- . .S .d • f z'O;r e 3
/"f "'•
rr2y...'w.""'^„, , r I TO ENSURE THAT THE BSM WILL SUPPORT HEALTHY PLANT GROWTH AND ROOT DEVELOPMENT,CONTRIBUTE TO BIOFILTRATION OF POLLUTgNTS,
_ •it wFA %` '' •• 1.t.
4 /f)l less�wet)`. ,: PACIFIC COAST IRIS AND NOT RESTRICT INFILTRATION WHEN USED IN THE PROPORTIONS CITED HEREIN,THE FOLLOWING COMPOST STANDARDS ARE REQUIRED. ro
�1Lc a1�,- A` �\ t/.'-��' AT v `- • MEETS THE DEFINITION OF COMPOSTED MATERIAL IN WAC 173-350-100 AND COMPUES WITH TESTING PARAMETERS AND OTHER STANDARDS IN =f G
' r" r +.1 h . - WAC 173-350-220. 5'
�� F' • -.) ., - Yz nLj.5 ` - `,t ti,...._•,1 • PRODUCED AT A COMPOSTING FACILITY THAT IS PERMITTED BY THE JURISDICTIONAL HEALTH AUTHORITY.PERMITTED COMPOST FACNTIES IN '' • 5 8
I .`�.� -`- 1 i��j -"� L ..:P'_•n� 1, !Ili! I WASHINGTON ARE INCLUDED IN A SPREADSHEET STIED WASHINGTON COMPOSTING FACILITIES AND MATERIAL TYPES 2017 AT THE FOLLOWLYG CUTE ` a 3
J Th'- �) `� j7•••••) I\`;) \l'. • }A• ADDRESS HTTPS://ECOLOGY.WAGOV/WASTE-TD%ICS/REDU0N0-RECYCUNG-WASTE/ORGANIC-MATERIALS/MANAGING-OWTANICS-COMPOST. :MVO s W o
I u t�Y?r. `''1 ( 0.T� l �� �� �f'J.F�r . �'/ N
F�--_,J P/-` I +c' L .9 1• • fr- z p•n Q�S1 . ThJ) {pC lam-j, • THE COMPOST PRODUCT MUST ORIGINATE A A MINIMUM OF 65 PERCENT BY VOLUME FROM RECYCLED PLANT WASTE COMPRISED OCYARD ' 'S .
J7) -' : l{ j �+ C� +-*L ••'. -2'N +t \-,/ ! `,1• 4 DEBRIS,'CROP RESIDUES',AND"BULXING AGENTS AS THOSE TERMS ARE DEFINED IN WAC 173-350-100.A MAXIMUM OF 35 PERCENT BY ai N E
t ' l ' I`- ` Jt•.}r"d t (more wet).. �, /-\ _• MOCK-ORANGE VOWME OF"POST-CONSUMER FOOD WASTE AS DEFINED IN WAC 173-350-10%BUT NOT INCLUDING BIOSGLIDS OR MANURE,MAY BE - W a
l ���yft• .M ''-1 ��• "' y `• S ti.: 4 t i,"'''` �, SUBSTITUTED FOR RECYCLED PLANT WASTE. -1 w d
kL J +
L
� �a�_ fS' 1• Vii� � �; f STABLE(LOW OXYGEN USE AND CO2 GENERATION)AND MATURE(CAPABLE OF SUPPORTING PLANT GROWTH)BY TESTS SHOWN BELOW.7HI5 IS '� g�Y
j_' ` 1 = ��' ��r -y j 1 CRITICAL TO PLANT SUCCESS IN BIORETENTION SOIL MIXES. V m^a
7 )CZ, -- `t • '+lz":75 . ::w,•.:'r-1 - T tE SNOWBERRY '
r, - MOISTURE CONTENT RANGE NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL
w '��1R,A �1` Y j{ r' T ma3
¢ ` 71 ( 'g". V l r` � • TESILU IN ACCORDANCE WITH THE U.S.COMPOSTING COUNCIL TEST METHOD FOR THE EXAMINATION OF COMPOST AND COMPOSRNG(TMECC),AS
S '.` �-'. _^ 7 t ,,'"1"'
ESTABUSHED IN THE COMPOSTING COUNCILS SEAL OF TESTING ASSURANCE(STA)PROGRAM.MOST WASHINGTON COMPOST FACIUTES NOW USE •��19502 CMC
• `l. ay :)' )y 1 c, ,�+;'� SLOUGH SEDGE THESE TESTS
ni ,► - .t , � •y/•ir • SCREENED TO THE FOLLOWING SIZE GRADATIONS FOR FINE COMPOST WHEN TESTED IN ACCORDANCE WITH TMECC TEST METHOD 02.02-8,SAMPLE m. T
Nw+• �� � 'r SIEVING FOR AGGREGATE SIZE CLASSECARON. SDS oti CMC
CLUSTERED WILD ROSE FINE COMPOST SHALL MEET NE FOLLOWING GRADATION BY DRY WE GHT:
ii MINIMUM PERCENT PASTING 2:100E
o
DWARF ARTIC WILLOW MINIMUM PERCENT PASSING 1: 99% c�c
DWARF DOGWOOD MINIMUM PERCENT PASSING 5/8: 90% .v
MINIMUM PERCENT PASSING)4: 75% Q
0. I!_, AS 13 13 O
.v • PH BETWEEN 6.0 AND 8.5(IMECC 04.11-A).PHYSICAL CONTAMINANTS(AS DEFINED IN WAC 173-350-100)CONTENT LESS THAT I%BY WEIGHT 9 5
(MCC 03.08-A)TOTAL,NOT TO EXCEED 0.25 PER-CENT MI PLASTIC BY DRY WEIGHT. Z o
rBioretention cells and swales generally feature three planting zones characterized by soil moisture and periodic F 3
Inundation during the growing season. • MINIMUM ORGANIC MATTER CONTENT OF 40%(TMECC 05.07-A LOSS ON IGNITION). > o 5 o
N U • SOLUBLE SALT CONTENT LESS THAN 4.0 DS/M(MMHOS/CM)(1MECC 04.10-A ELECTRICAL CON-DUCRVITY,1:5 SLURRY METHOD,MASS BASS). 0 o N
•-c Zone 1: Area of periodic or frequent standing or flowing water.Many Zone 1 plants will also tolerate • MATURITY INDICATORS FROM A CUCUMBER BIOASSAY(TMECC 05.05-A SEEDUNG EMERGENCE AND RELATIVE GROWTH,MUST BE GREATER THAN ()
L l' the seasonally dry periods of summer in the Northwest without extra watering and may also be 80E FOR BON EMERGENCE AND NGOR). Z
EI applicable in Zone 2 or 3. • STABILITY OF 7 MG CO2-C/O OM/DAY OR BELOW(MCC 05.08-B CARBON DIOXIDE EVOLUTION RATE). D
I LL • CARBON TO NITROGEN NATO(TMECC 05.02A CARBON TO NITROGEN RATIO WHICH USES 04.01ORGANIC CARBON AND 04.020 TOTAL NITROGEN
d Zone 2: Periodically moist or saturated during larger storms.Plants listed under Zone 2 will also be BY 00DATON)OF LESS THAN 25:1.THE ON RATO MAY BE UP TO 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PUGET SOUND LOWLAND
o applicable in Zone 3. NATIVE SPECIES AND UP TO 40:1 FOR COARSE COMPOST TO BE USED AS A SURFACE MULCH(NOT IN A SOIL MIX).
g
N Zone 3: Dry soils,infrequently subject to inundation or saturation.This area should blend with the existing . THE CONTRACTOR SHALL WE FULLY RESPONSIBLE FOR THE LOCATION
a'ii w� 11/24125
AND PROTECTION OF ALL EXISTING UTILITIES THE CONTRACTOR
landscape. CALL fS , AS SHOWN
SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION eY
am-mum youHl'Cs . CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 OR a C5.•Z
S a U1.1
E 1 811(CELL)A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.. �mK
zd 8 m 10
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SUNGROWN FARMS m
SEC 2,T 20 N,R 04 W,W.M.
z
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.
EMERGENT$ MATURE TIME OF HERBACEOUS` MATURE' GRO,Ui�1DCOVER
Srectes/ EXPOSURE SIZE/ COMMENTS COMM/ EXPOSURE TIME OF • • • MATURE
COMMON NAME SPREAD 'BLOOM S1ZE/ :, BLOOM COMMENTS EVERGREEN ' EXPOSURE SIZE/. TIME OP COMMENTS / QQQQQQQ
Gomaiog NA i1 SPREAD SrEcrEs/ • -BLOOM
... CoroMo�i,NAege SPREA D,
Moist to seasonally saturated soils; I Moist soils of varying quality; - R e
Carex obnupta' Sun/partial 1-5 feel shinyfoliage;excellent soil binder: Aqui!e is formosa' Sun/partial I tolerant of seasonal flooding; I well-drained ,•'••••,,
Slough sedge shade I g g P g; Preferssandy/rocky, v
drought-tolerant Western columbine shade i•3 feet Spring red and yellow flowers attract Arctostaphylos ova- ! Sul ipartial April soils;[lowers pinkish•white;bright •f` t•� h
+ hummingbirds and butterflies ursi shade June I red berries;slow to establish;plant Ar
I g Kinnikinnick Zd .-+'g
' I • 1 j I I closely for good results Y V;;,_-- --
Carex s(ipata' 10 inches- di 1•" n:
Partial shade Wet soils;excellent soil binder Asarum caudatumr Partial shade/ Moist organic soils;heart-shaped
�7+0 -'`
Sawbeak sedge 3 feet 1 To 10 inches Mid Spring I g
Wild ginger shade leaves;reddish-brown flowers Dry and moist soil's;white nkish -41111
Cauftballs ahatioo' Partial shade/ 3-7 feel March Rowers;sod reddish-blue to dark-purple plurple
'-
Serial shade June j
p Wet soils;evergreen erennial;hardyj Aster chilensis' troll
Juncos effusus' 'Sun/partial g p ! co
Z
1.2 feet Summer and adaptable;drought-tolerant: j Common California Sun 1.5-3 feet June- Moist soils:white to purple flowers Z
Common rush shade small,non-showyflowers September p 1 ! ' I Q
I t aster ! Fragaria chiloensls' Sandy well drained soils;flowers d Z
Sun:earti:0
• Wild/Coastal 10 inches Spring while;small hairy strawberries; F
Juncos ensifolius' 12.16 Wet soils;shallow water;excellent Aster subspicatus' June- strawberry shade evergreen;aggressive spreader 2 0 0
Daggerleaf rush Sun Sun .5-2.5 feet Moist soils:blue to purple flowers , cc 1—
inches soil binder Douglas'aster September W Z Z
Prefers moist.well-drained soils, (2-.
W I
but will tolerate various soils;low-
Moist to dry soils;lots of watering Helianthemum I—. Z
Juncos/cools' Camassia quamash' Sun/partial To 2 feet; May graving,woody perennial;many
Sun 5-2.5 feet Moist soils;tufted perennial Common camas shade To 2.5 feel May-June needed; to establish;loose clusters nuDimularium Sun; 21t.spread Jul varieties_are available with flowers Z W
Slender rush P Y m
of deep blue Rowers Sunrose
I I I I I I In salmon.pink,red.yellow and p Et Cl-
.
golden colors. U 0
Camassta feicht!lnil � Moist to dry soils;lots of watering Z
Scirpus acurus' Wet soils;favors prolonged 2-4 feet May-June to establish;large-clusters of white, I O m
Sun 4.8 feet Giant camas y g Adaptable to various soft;blue,
Hardstem bulrush inundation;excellent soil binder blue or greenish-yellow Ilo.vers Lavandula angusrllWia Sun/partial June- Q
, Lavender shade To 1.51eet August lavender,pink to white tiowars,
' j semi-evergreen aromatic perennial
• Wet soils:tolerates prolonged 1 - -
Scirpus microcarpus' Tolerates many sells:withstands I
Small-fruited bulrush Sunshade 2-4 feet Inundation;good soil binder;drought- Mahone nervosa'
Summer drought and seasonal Dry to moist soils;drought resistant;
+ tolerant
his douglasiana' Sun/partial I Cascade Oregon Partial shade. April.
.y 1-2 feet Spring flooding;white. blue,reddish To 2 feel evergreen;yellow flowers:blue
Pacific coast iris shadegrapelDull Oregon shade June �
purple flowers;fast growing;velvety grape berries .�.
ZONE 1 EMERGENT PLANTS I purple(lowers;vigorous
1 i h maona shade Juno S
r I I h4alronta repens Sunipanial April-
Dry to moist soils;drought resistant: a 3'3 feel , yellow(lowers;blue berries;native
I e
Iris foe(idissima Sun'partiat 1_2 feel Ma Moist to dry,well-drained soils:pale Creepingof Eastern Washington m CV
Gladwin iris shade y lilac flower;also called Slinking Iris i _ z g
Penstemon I ,tl ei 2.'e
dav(dsonlf' June-
Low growing evergreen.perennial: o,zoo
Sun 'To 3 inches prefers well-drained soils;drought- we ?;1
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