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HomeMy WebLinkAboutSWG2025-00164 - SWG Application / Design - 5/2/2025 at MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 S ,EXT 400 BELFAIIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00164 APPLICANT HARNESS ANDRE' Phone: 360-340-2737 Address: 8291 SE FRAGARIA RD OLALLA, WA 98359 OWNER HARNESS ANDRE' Phone: 360-340-2737 Address: 8291 SE FRAGARIA RD OLALLA, WA 98359 SEPTIC DESIGNER ROD LEFT* Phone: 360-698-8488 Address: PO BOX 2954 SILVERDALE, WA 98383 SEPTIC INSTALLER JOSH PETERSON* Phone: 253-255-6799 Address: 14198 COLONY AVE SOUTHEAST PORT ORCHARD, WA 98367 Site Address: 1241 NE Collins Lake Dr Primary Parcel Number: 223315100009 Permit Description: New 3-bedroom NuWater BNR500 system w/trash tank and subsurface drip drainfield Permit Submitted Date: 05/02/2025 Permit Issued Date: 07/16/2025 Issued By: David Anderson Current Permit Fees Paid: $555.00 (additional fees may be required upon installation of system). Permit Expiration Date: 05/08/2028 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. a MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 reM, SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 7 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 8 Buffers to critical areas (streams, shorelines, wetlands, slopes) shall be retained in natural vegetation or a legally established non-conforming condition. Removal of natural vegetation in the buffer is prohibited. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. r OFFICIAL USE ONLY GCf)AMASON COUNTY VV Vz� ^'\ A ..s. DATE RECEIVED: zoo J C D CD AMOUNT RECEIVED RECEIVED BY: cn f Public Health & Human Services j�j - Cn Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 C 0 415 N.6th Street-Shelton,WA 98584 S W G 2.o 2 5 - (X 'I(0L"'! Z x ON-SITE SE _AGE SYSTEM APPLICATION m 0 APPLICANT : PHONE Andre Harness z c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE g 8291 SE Fragaria Rd Olalla WA 98359 SITE ADDRESS-STREET,CITY,ZIP CODE fi�t,,,, ,", 1241 NE Collins Lake i —......; / • \` Tahuya _ WA 98588 I N co NAME OF DESIGNER Q PHONE W Rod Left , 360-698-8488 r NAME OF INSTALLER Q PHONE D 101 Josh Peterson m'+ 253-255-6799 < o CD I CD TYPE(select one) DRINKING WATER SOURCE 51; O CD® RESIDENTIAL OSS COMMUNITY OSS COMMERCIAL OSS 5.1 PRIVATE INDIVIDUAL WELL PRIVATE TWO-PARTY WELL Z CO0 TYPE OF WORK(select ono) 0 PUBLIC WATER SYSTEM Collins Lake Community Club 11 NEW CONSTRUCTION/UPGRADES EREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR SUBMITTALS � 0 SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE ED ®DESIGN FORM(REQUIRED) K1ISEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER4/1/2025'I r I 0 5]WAIVER(S)(IFAPPLICABLE) -- 3 0.37 ❑ YES Q NO n X DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) See map. I I- 0 -I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I OFFICIAL USE ONLY BELOW THIS LINE - - UPGRADE I FAILURE SOURCE(tor reporting purposes) 0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT El HOME SALE ❑COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS r COMMENTS/CONDITIONS 7141:0_10'' ( GF5 (Teti) >re?' h (Ies 1 a 30" -/ I1/ IHL,6-3pt1 v,LFS -to boVonl H3'0 -if tt V6t FS RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPEC IGNATURE DATE APPLICATION EXP TI DATE APPLICAT PROVED/ISSUED BY DATE 5 � l� r /zoz.... 5 .. 7/71/4025 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:4/14/2025 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 '1-3 3 I -- S c --O D o.1? A design will be reviewed when 3 copies of each of the following are submitted: `"Completed design form that has been signed and dated. ''Scaled layout sketch,including all applicable items on checklist. ''Scaled plot plan,including all applicable items on checklist. '"Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" Permit Number: SWG 20 Z S • CO i4#14 Designer's Name: Rod Left Applicant's Name: Andre Harness Designer's Phone Number: 360-698-8488 Mailing Address: 8291 SE Fragaria Rd Designer's Address: PO Box 2954 Olalla WA 98359 City State Zip Silverdale WA 98383 _ . Ci State Zi• Designer's Email info@acmeseptic.com - erg � � 1� Treatment Device ❑Glendon ❑Sand Filter 0 Mound 0 Sand Lined Drainfield ❑Recirculating Filter O A'TU NuWater BNR 500 0 Other Treatment Level(check all that apply): ❑A O B ❑C ❑BL1 ❑BL2 ❑BL3 OE ❑N Drainfield Type ❑Gravity 0 Pressure 0 Trench 0 Bed l rSub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class Netafim Daily Flow:Operating Capacity 270 gpd Length 450 ft Daily Flow:Design Flow 360 gpd Diameter 3/4 in Septic Tank Capacity(working) 1500 gal Number g Receiving Soil Type(1-6) 4 Separation 3 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 900 ft2otal Number of Orifices 450 Designed Primary Area 900 ft2 Diameter 0.62 in Designed Reserve Area 900 ft2 Spacing 12 in Trench/Bed Width 36 in Manifold Trench/Bed Length 200 ft Schedule/Class 40 Elevation Measurements Length 6 ft Original Drainfield Area Slope 20-30 % Diameter 2 in New Slope,If Altered 20-30 % Preferred manifold configuration used? l'Yes 0 No Depth of Excavation Up-Slope 15 in Transport Pipe from Original Grade Do -slope 15 in Schedule/Class 40 ' Designed Vertical Separation 12 in Length 30 ft • Gravel-based Drainfield Required? 0 Yes 16 No Diameter 1 in 1 Pump Required? S6 Yes 0 No Dosing and Pump Chamber I Pump/Siphon Specifications Number of doses/day 24 Diff.in Elevation Between Pump&Uppermost Orifice -4 ft Dose quantity 15 gal s Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1 a 5o gal Uppermost Orifice 0 Higher El Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 15 gpm Et Timer 14 Elapse Meter se Event Counter Calculated Total Pressure Head 0.62 ft If Timer: Pump on 163.6 sec ,pomp off 1 hr Comments Revised:4/14/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: -- -- Permit Number: SWG �. 4 vl:.„-,,.3, . .; � .'�zt Ni DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch O Test hole locations RI Drainfield orientation and layout Reference depth from original grade: O Soil logs lif Trench/bed dimensions and 64 Septic tank 0 Property lines critical distances within layout 0 Drainfield cover O Existingand proposed wells Ed D-Box/Valve box locations P P Reference depth from original grade within 100 ft of property lg Septic tank/pump chamber and restrictive strata: VI Measurements to cuts,banks,and locations Laterals,trench bed,top and surface water and critical areas 12f Observation port location bottom ❑ Location and orientation of 0 Clean-out location 0 Curtain drain collector curtain drain and all absorption 64 Manifold placement 0 Sand augmentation components 0 Orifice placement Other cross-section detail: 6d Location and dimension of E4 Lateral placement with distance 0 Observation ports/clean-outs primary system and reserve area to Buildings edge of bed 0g Other Information lif Audible/visual alarm referenced Yes No lZi Direction of slope indicator w Scale of drawing shown on scale 0 Ei Design staked out Pi Waterlines bar 0 g Recorded Notices attached 1 Roads,easements,driveways, p Elevation benchmark and relative 0 M'Waiver(s)attached parking elevations of system components g 0 Pump curve attached 10 North arrow and scale drawing 0 li2(Evaluation of failure shown on scale bar Non-residential justification ❑ 131 Waste strength ❑ [if Flow 2 ''. ' iDESIG N A PRU,v', m - „ X , „�((k T �w:. -y pk�� yam , . 1 . .., ..:�FF� ).Yl �5++.�'f}'Y� J i K. ..s r, -d:. i�+:��,/..2..:�F:. The undersigned designer must be notified by' ller at time o ' tallation ft Yes 0 No Signature of Designer Date 49 Pp iv The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be compliance with state and local on-site ations: M J�C , r. �' 3l/(( (z.o 1 s 4S0NcOUNrj,F 6 2o25 En tal Health Specialist Date Nl//R CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION:JA NM�NTA(He-AITy ✓ The design is stamped"Approved"by Mason County Public Health. 5/77Z0✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 15 ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Revised:4/14/2025 • • Subsurface Drip Systems-Recommended Standards and Guidance • Table 2. Primary Drip Design Parameters (residential applications based on 120 gpd/bedroom)1 Minimum Pretreatment(TL E) Pretreatment>Treatment Level C Soil r ' F'#7' ,..• ,�.e ',�I�z, F,,,a s�F r. F T •N1IW 4�" ' t`��s�'"?�.. 7:4711 j.�;'`� ��II I�SEAT; ^ 5 E -,+ r'_'�S, 9 f 8"� li :'Y .1#'."'iij y',., 7 .. #Bedrooms Minimum number emitters required Minimum number emitters required 2 240 240 300 300 480 960 240 240 300 300 480 960 3 360 360 45C(1 20 1440 360 360 450 450 . 720 1440 4 480 480 600-600 960 1920 480 480 600 600 960 1920 5 600 600 750 750 1200 2400 600 600 750 750 1200 2400 Dripline required at minimum Dripline required at minimum #Bedrooms emitter spacing (ft) emitter spacing(ft) 2 240 240 300 30 480 . 960 120 120 300 300 480 960 3 360 360 45 450)720 1440 180 180 450 450 720 1440 4 480 480 600 600 960 1920 240 240 600 600 960. 1920 5 600 600 750 750 1200 2400 300 300 750 750 1200 2400 Minimum emitter spacing(ft) Minimum emitter spacing(ft) 1 1 1 1 1 1 0.5 0.5 1 1 1 1 • Minimum dri line spacing (ft)3 Minimum dri line spacing(ft)3 1 1 1.5c,,) 2 2 1 1 1 1.5• I 1.5 2 #Bedrooms Minimum dripfield area(ft2)4 Minimum dripfield area(ft2)4 2 240 240 450 600 960 1920 120 120 300 450 720 1920 3 360 360 675 .0' 1440 2880 180 180 450 675 1080 2880 3 480 480 90&J2Q0-1920 3840 240 240 600 900 1440 3840 5 600 600 1125 1500 2400 4800 300 300 750 1125 1800 4800 Minimum number of doses per day Minimum number of doses per day 12 12 12 12 8 4 12 12 12 12 8 4 Minimum number of distribution zones Minimum number distribution zones 1 1 1 1 1 1 1 1 1 1 1 1 �7I5�,,y0��1)1 1 Y' '':t1de ; £,,`_, s i �u ..3' •. �1 Values in this table were developedfor s application and are considered c nnserva e �a local health officer may require additional emitters or greater spacing(area)if soils are compacted or : i +,••- t is poor,for sensitive sites or in areas of special concern. '� ••+u JUL 16 2025 • MASON COUNT yENVIR p JA NMENTAL HEALTH ,. . ...„ vtr.. . ...0. . 1.... ... ... e.,.. ,,,,,,,•. (Ile NILS ;".. . _ .;..-.. • ' . -- ..41,44,:citiii.4:1 Tr,-.c.treVe.rtf SVeteAles*Et*-ierrieilin'a • ' pitil 4 ... .::. N . , ........, . • . „...„,..„.„.. .....„...... . ..„,.. ... . • • .„...,.. v.,.. . • ,,,.. i „)....., . : . ... .. . .,,..,., 1 r, .-_-__ 400011, : . . ..i.,-;.. ° • . • . .• 10. •- . • 4110 .- :ifIk111114 • i-i''''s... . . • It'0,014 ) . , •Tri.. . ® . •_. •. .. .,., .. . .,...,,, . •,. . , • ...,,,,,: •,„ .. .. „Iv. _ 1 . t ...„.:• .. , . ,. " ;•• • ,...,..„.. , „ ..... ...,-. .... ,•,•: .. .• ••••, ,.., .. • ., ... . • ..• •• . . . • oir, • • . i , . tatv" A- ti- . . •• . -v,.. ..: 0. ; ., . ..4.... i ',.4). ...: • - i ... ... , •; ...9 40:0.0#-...4:1 .. . : • . _ • . . .. . .6..* ... ,i. ;•_.• .:....;170. . _ . . •• ... ft. ,.... ... ,...4.1 ...: ' . • -11. 40 . . ‘ (1• ... k •. .10 'CP •.• `Z•it' . * • ..0' . .. . eel . cl..: ..• v., 1 . "/AR,I 4D • i , to, .., • iir A'• ••. '• . .' '•.•.•..1.• Illik I: i PARTS LIST NuWater NR Assembly Diagram i •• • in : ill. lkiD(4F.'9.g.TAERNt9ft.:. •§1,;?pLY of F.0 P3.BAR(2)AdTORxiii p p 0..140 RUBBER.99..mcIMPs 01. 3-91k PARAEOiiPt(4 ,..- ii-fti"SikXfriiii•Pt AbAOTOik STREET XIiii#1.1§.6iiiING(3): N.:;1"•PVC_(.. /2SECTIO.P11) ell .6..cf..sliOtAi, 0„:;:i)860100* *E4*00., ) 9-:71!2".PY.P.PlfY!11FAY-91) JULI 6020251 L .II ' :1. F.1/2k*411.9V. ..0), 17;•.-AVV9•FIKABYV.SCouNry G.1".X 1"--.X1/2*Tga. .p.g....F.y.p;pipE oymSTALLEM• ,CNV/R0 A, 44i • iiiI74 . ' lbw H.1"90'pizs.pyyo) T,ItegovooADM.TOR:TO**007t.0)b j4 "MENTAL 1,, .2:. 7.,13.1.1401.4p :U.ltrOaggi.X. ii44.10:1:13USH1140). '(CA(TH .- .. . J.g•wmfor-mE... ..v.wroctotipiEitii, ' At) . . K,1"PVC CROSS: iitlistourtEit(Bsi INSTALLER) L i4 ObtikEOYINStAillgiti Revised 2/25/12 •. • . _ . / 9,-2" ,;' WATERTIGHT LID VENT(typ) DUAL PORT AERATOR RISERS(TYP) I t i'' -1 ,- 36"MAX. 1"PVC(lYP) `o I ;I Ty AIRLINE MASTIC —I \ 12"COUPLING I &REDUCER 6" I - L-__. I I _ - 1 \ _: 2"TEE 1"PVC SLUDGE I 12" RETURN LINE �� 2'PVC j . TRASH CHAMBER � \ DIGESTER CHAMBER CLARIFIER OPERATING CAPACITY:417 GALLONS OPERATING CAPACITY:421 GALLONS CHAMBER FLOOD CAPACITY:490 GALLONS FLOOD CAPACITY:494 GALLONS 160 GALLONS (-- FLOOD:191 GAL. 65" 58" 50" 54" 53" 0 0 0 36" o 0 1"X 1/2" • . °" TEE 0 0 . o • 12" DIFFUSER BARS(2) 0 PARALEL TO TANK WALL d 4' \ v. \ y elm \ 3" SLUDGE RETURN . {,/¢� V j // 1.5'�l 4PPEJf .: SIDE VIEW it ®. !' 7".1.4 tt. STONE-FREE NATIVE SOIL '' OR COMPACTED SAND, / / INSTALLATION INSTRUCTIONS OVER STONY SOIL • C ✓�` /6 1)Excavate tank hole with vertical walls to 1 foot larger than '',I,',-,, 20 25- tank on all sides. 2)If bottom of hole is stony,install 3"of compact sand&level t 9-2 0 ,a11"'�-ti, out with screed. r —1 r -— — A,.._, 3)Install tank in center of hole,keeping 1 ft.void space on all sides. 24"RISERS((1-LL YP) 24'BLOWER 4)As tank is filling with water,fill in void space with compact I HOUSING CAS •N TOP°ELIE granular(sandy)soil free of large clumps of clay. q 5)Install rest of system,&affix risers to adapters with waterproof adhesive. [ 3 4.-8" 6)Perform watertightness test in field as required by local p jurisdiction. 12"RISER II 7)Upon approval to backfill,carefully backfill with native soils over top of tank. TRASH CHAMBER DIGESTER I I CLARIFIER 8)Final grade the surface to avoid chanelling surface L J L I L_ _J water toward tank. \ 1 TOP VIEW 1"=2.8R. ua o' AEROBIC TREATMENT TANK DETAIL FOR v 'iiP,Ni -- NuWATER BNR-500 TREATMENT UNIT nut 1,� .. ENVIRO-FLO, INC. REVISED: 4 PA s:�" 4 ,� "6 •. Wastewater Treatment Technologies 3/01/12 "`h*.,t=T,"0 P.O. BOX 321161, Flowood, MS 39232 SCALE (877) 836-8476 (601) 845-4716 fax 1" = 1.4 ft. =-- = www.enviro-flo.nef 4 NETAFIMTM GROW MORE WITH LESS ' FILTRATION MAN UAL DISC RELIABLE, EFFICIENT PLASTIC DISCS FILTERS CREATE SUPERIOR FILTRATION ir ,..,, THE FILTERING PROCESS Grooved,compressed plasticdisc rings produce a deep filtration process.As dirty water is pumped into the filter and pressure increases on the outside of the filter,the water pressure compresses the rings together tightly.' Grooves in the disc rings crisscross,forming a three dimensional network that traps particles. The number of crisscrossed intersection points err each groove varies,depending on filtration "< grade.The turbulence in the varying paths and lifill - a the large number of intersections create an environment where particles are eventually trapped. 3/4" 2"DUAL LITE This design filters the dirty water thoroughly,not only on.the outer surface of the cylindrical disc filtei butthrough the entire depth of every ring's grooves.The result is a larger,more efficient x_ � ` filtering area(when compared to screen filters) - T 0. 9 @ l+ S ' + . 4 L ',� with more debris being captured and cleaner it � water exiting from the`filter: r9$a�o 4a E E . � _ r 4 noeae• r Y a e Jo o c-e•aC1 o a sc en --`-4 10- _t a ess4 egElul c easing - m w r, I ' L . ,� -� %r-ma fi- -._�•. L r "ino :ad ue a asF,ceaningWtthv °:s _ ■ Dirty Water y _r ,.. ;�� ---r —k- Filtered Wat r t;o o ca ee$17it ng "ma de°ntt l to rO . r. . c °- 4 -d= �'i _ f @ Disc Rings .ana gas � rr :e7..�-. ,44 _ JUL16 \ MASON 2l�25 /l C APPLICATIONS OUNTY EA! NVIRON ■ Primary irrigation filter for relatively clean or average water quf y MENTAL 61.�t ■ Protection of irrigation systems from clogging and/or abrasion A P. Top view of disc ring; s�rr, MESH/MICRON lea ` 4.3 0 1 MESH MICRON I DISC COLOR I 040 I 400 Blue fc 080 200 Yellow -;. �..••• FLOW 120 J_ 130 Red �• - 140 I 115 Black I ,,_y : �, ® r_� 200 55 I Green Substitute"'in Model Number for proper mesh. _ • • MANUAL DISC FILTERS .1 1lit 11111 • 3/4"FILTER FLOW RANGE 1-12GPM MAXIMUM PRESSURE 140 psi USE FILTERING SURFACE AREA 25 sq.in. 1"FILTER FILTERING VOLUME 5.8 cu.in. FLOW RANGE 5 26 GPM �/ LENGTH 522/32" MAXIMUM PRESSURE 140 psi n /� WIDTH 715/32" FILTERING SURFACE AREA 49 sq.in. 1 SUPER FILTER FILTERING VOLUME 27 cu.in. FLOW RANGE 10-35 GPM WEIGHT .66 lbs. J MAXIMUM PRESSURE 140 psi DISTANCE BETWEEN ENDS 6" LENGTH 911�32" INLET/OUTLET DIAMETER 3/4"Male WIDTH 67/32" FILTERING SURFACE AREA 78sq.in. WEIGHT 2.2 lbs. FILTERING VOLUME 36 cu.in. MODEL NUMBER 25A45-*** LENGTH 1313/32" DISTANCE BETWEEN ENDS 67/32" INLET/OUTLET DIAMETER 1"Male WIDTH 67/32" MODEL NUMBER 25A47*** WEIGHT 3.11 lbs. DISTANCE BETWEEN ENDS 67/32" INLET/OUTLET DIAMETER 1"Male OUT MODEL NUMBER 25A48-*** OUT- -- -4 -IN ,;. „Jo APP• 2"DUAL LITE FILTER 3"TWIN LITE FILTER /O FLOW RANGE 40-110GPM FLOW RANGE 80-220GPM I Jut- � MAXIMUM PRESSURE 115 psi MAXIMUM PRESSURE 115 psi 1''4,f 0N C 6 ,U,�S FILTERING SURFACE AREA 147 sq.in. FILTERING SURFACE AREA 294.5 sq.in. CU,;,,c,4i FILTERING VOLUME 75.7 cu.in. FILTERING VOLUME 174 cu.in. D`//a ` ENAC yFq�ry LENGTH 16 5/16" LENGTH 28 3/4" WIDTH 101/4" WIDTH 914/32" WEIGHT 6.6 lbs. WEIGHT 17 lbs. DISTANCE BETWEEN ENDS 101/4" DISTANCE BETWEEN ENDS 1219/32" INLET/OUTLET DIAMETER 2"Male INLET/OUTLET DIAMETER 3"Ranged MODEL NUMBER 25A2DL-*** MODEL NUMBER 25A3TL-***F t. OUT i i +- I, Xi l OUT -4-- <— IN 1 1/2'FILTER FLOW RANGE 10-35GPM ■ MAXIMUM PRESSURE 140 psi FILTERING SURFACE AREA 49 sq.in. 1 1/2'SUPER F LTER FILTERING VOLUME 27 cu.in. FLOW RANGE 10-52 GPM LENGTH 10 5/8" MAXIMUM PRESSURE 140 psi WIDTH 7 7/8" FILTERING SURFACE AREA 78 sq.in. 2"DUAL HP F LTER WEIGHT 2.4 lbs. FILTERING VOLUME 36 cu.in. FLOW RANGE 40-120GPM DISTANCE BETWEEN ENDS 77/8" LENGTH 14 1/2" MAXIMUM PRESSURE 174 psi INLET/OUTLET DIAMETER 1 1/2"Male WIDTH 7 7/8" FILTERING SURFACE AREA 147 sq.in. MODEL NUMBER 25A15*** WEIGHT 3.31bs. FILTERING VOLUME 75 cu.in. DISTANCE BETWEEN ENDS 7 7/8" LENGTH 143/4" INLET/OUTLET DIAMETER 1 1/2'•Male WIDTH 101/4" _ MODEL NUMBER 25A17**' WEIGHT 11 lbs. DISTANCE BETWEEN ENDS 10 1/4" INLET/OUTLET DIAMETER 2"Male MODEL NUMBER '" ft,-! *** _-- : . vAsoy�o JUL 6 2025 — - �N�FNVIRph,�ENrA(H � ,•. EAL rH P•1 1 d .Trti,' 114 FLANGED GROOVED 3"ANGLE FILTER 4"TWIN FILTER 6"TWIN FILTER FLOW RANGE 80-220GPM FLOW RANGE 160-450GPM FLOW RANGE 200-600GPM MAXIMUM PRESSURE 140 psi MAXIMUM PRESSURE 140 psi MAXIMUM PRESSURE 140 psi FILTERING SURFACE AREA 287 sq.in. FILTERING SURFACE AREA 574 sq.in. FILTERING SURFACE AREA 574 sq.in. FILTERING VOLUME 108 cu.in. FILTERING VOLUME 216 cu.in. FILTERING VOLUME 216 cu.in. LENGTH 24 7/8" LENGTH 47" LENGTH 47" WIDTH 123/32" WIDTH 13" WIDTH 13" WEIGHT 31 lbs. WEIGHT 52.8 lbs. WEIGHT 57.2 lbs. INLET/OUTLET DIAMETER 3" DISTANCE BETWEEN ENDS 1717/32" DISTANCE BETWEEN ENDS 17 17/32" MODEL NUMBER-FLANGED 25A53-***FNEW INLET/OUTLET DIAMETER 4"Flanged INLET/OUTLET DIAMETER 6"Flanged MODEL NUMBER-GROOVED 25A53-***GNEW MODEL NUMBER 25A78-*F MODEL NUMBER 25A80*-"F • MANUAL DISC FILTERS FILTER APPUCATION RECOMMENDATIONS FLOW RATE HEADLOSS(psi) (GPM) 3/4" I 1" I 1"SUPER 111/2"111/2"SUPER I 2"DUAL HP 12"DUAL LITE 13"TWIN UTE I T ANGLE I 4"TWIN I 6"TWIN 5 10.60 025 I I I 1 1 —_I_____1 I 10 12 6 0.60 _� J I I _____1 J— I 13 __II 1 1 I_1_1 17 I I.D, Ed, I I I I I I— I-I 22 I I MI 1.10 1.10 I I I J-_J- I 26 I I_J NM MI 1.50 I —___1 I 31 I—_1—__I 4>.,1 , 1 I 1 J—__I I 35 I I'`;9'2 - EMEffill I _____I_________I 44 J_I_ 1_J____.1 ' 20� 0.30 0.30 _ 1 I I 66 I_1_ 1___I_ I I 0.63 0.63 __I_1_1 88 1_1_1—1_ 1 • `:n>` • ill@ 0.64 0.44 ___I _1J(J_I I 1 1 1 1 10 : r;: .: 0.98 0.58 I I 132 ___I_ I_1____J 1 1. ( 1.37 0.73 I 154 _1-__I-1 1 1 1 1F : -J_I 220 1- 1-1—J_I —I 1 1 : ', ' I I ' 242 1-1-1 I—J I_______I_I ___I 264 I_____I-l-_1_.I_I 1_ J -1 _�1— I_ _I_I—I_I I I_I_I 30 I8 _I_. _I_I I 1____I—I 1.40 1.00 330 __1_I_I_I 1_1_ I I 1.50 1.20 350 J_-1_I-1 I__1 1 1.30 _I_1__1 I_I_I _,''' 500 I J I I I--I I The losses shown are forfilters with 140 Mesh CHART LEGEND 0.00 River,ditch,pond,lake or reservoir water MRWell water containing sand only .-,i0- Municipal supply k 11 .e,4 .'7 z ORDERING INFORMATION MATERIALS FILTER SIZE MODEL NUMBER • Disc Rings:Polypropylene JUL 1 6 3/4" 25A45•"*" • 0-Rings:EPDM Rubber MAS u ?02� 1" 25A47"** • Clamp:Stainless Steel(except 2"Dual ON'OUNTYENV! 1'SUPER 25A48"" Lite and 3"Twin Lite which is Plastic) D Jq NMENTAL HEALTH 11/2" 25A15-*** 11/7'SUPER 25A17-**" 2"DUAL HP 25A30-""* 2"DUAL LITE 25A2DL--""* '"TWIN UTE 25A3TL-*""F NETA FIM 3"ANGLE FLANGED 25A53-***FNEW GROW MORE WITH LESS 3"ANGLE GROOVED 25A53-***GNEW 4"TWIN FLANGED 25A78-*"*F NETAFIM USA 5470 E.HOME AVE. 6"TWIN FLANGED 25A80-"**F FRESNO,CA 93727 Substitute***for proper mesh size. CS 888 638 2346 www.netatimusa.com A02412/13 III 6 NETAFIM' WASTEWATER DIVISION BI 0 LI N EO THE WORLD'S MOST ADVANCED CONTINUOUS SELF-CLEANING,PRESSURE COMPENSATING DRIPLINE DR I P LI N E SPECIFICALLY DESIGNED FOR WASTEWATER Copper oxide is 0 u- b :._: impregnated into the t. "'"— • emitter serving as a ° -�--�•--��" 4 .� natural antimicrobial ° — ~4-~ -~ -- "° '"4 .•-^.' agent to help prevent A microbial activity. MIMI ii I.' k‘,„4,4" tf ,t:::r--z, - �'-��.' -_ • 'ASON C JUL 1 6 2025 APPLICATIONS OUNTYEL, , 'u 6 - £ e ^;� TAG � 'y x Y , n _ 4 4,� ` • Typically installed following a trea�l�LT MENTAL HEAL "0:'• 3i.�r+is com+ nsatio+ a + ++ +e nie eeua To 'eve •o process H a I 1 ` ;o o trx• „7. uE. 4 _ , • Can be used with domestic septic tank • ji+i,u f aw.at ''ucbene e o o+ .i.+ +-�•.na�t 3 l�:ff- effluent with proper design,filtration and � ,:;41640,10,1rg• resrstaxre•to ogelno c: operation +nttno A, n+ !_i +ep +esig s +eb+ x " • Reuse applications including municipally ;:' to '' ioug o o+ atio vat otz s +e+tnn,n.Arm'` treated effluent designated for irrigation and Ensure umnte upte+ + ++ ' + +e o. t , .t.r ,.... other disinfected and non-disinfected water •o e t++er+� etf o tu+ia� sources. s� p, Be '+ °teceo� n-P 1710 lei,, -• stn'P -. .,.. SPECIFICATIONS +r y+rape 'sue-,.1 i ei cabonswtun; Dripper ,h, -. .......... tc• I+ 0 +p P , r-7 PP or 24 dripper ", Ire,,. . X a e•,to +u tE" ;=1c. , i,� Dripper spacings:12" 18• r r g . " 41 Irf • IT spacings and blanktubing r . j T +. src..'o+ +a tre '�+ + -,: • Pressure compensation range:7 to 58 psi ' y • Maximum recommended system pressure: a, u+usu itfiout sine +t, g +i:o e 1) p ' i..*-4 - , 0 r 58 psi �- ��g +r1+ g +�, .S. +r0 rljes'+e e + + ��� c �e ,red+. � i �. : �'` o "�� rg9e o a C'�9r ;+np l e t+,a � : a?� • Tubing diameter:0.66"OD,0.56"ID „ ' • Tubing color Purple color indicates non- -.. ,';smP eo'e e °Itit ide +"(` potable q+ !l3 7 :ee r+ of o t o l •+.i' fi . ', } - • Coil lengths:500'or 1,000'(Blank tubing in c`1 ' + c 1 +o e + +.+s rJl+ egnat +r +r COflCetl a e0T] ++E 2501 pater +e nng,p'o6-e �s - 1-' 1d.k t+ +e o t n • Recommended filtration:120 mesh , ..';1 ,, :,-� edt1 . • Bending radius:7.. - - - .,4 asp r,�i r , Y-(,`-r a.:'T,'a+o rC. • UV resistant •, -is ( ,,x - • Tubing material:Linear low-density polyethylene Additional spacing and pipe sizes available by special order.Please contact ta ct Netafim USA _ -. - .- , 7- Customer Servicefor details. BIOLINE DRIPLINE MAXIMUM LENGTH OF SINGLE LATERAL WITH 3.0 fps FWSH VELOCITY MAXIMUM LENGTH OFASINGLE LATERAL WITH 15 fps FLUSH VELOCITY ADDITIONAL FLOW OF 23 GPM REQUIRED PER LATERAL TO ACHIEVE 3 fps ADDITIONAL FLOW OF 1.2 GPM REQUIRED PER LATERAL TO ACHIEVE 1.5 fps DRIPPER SPACING 17 18' `.24" .. DRIPPER SPACING ., 12" . ... 18- 24 DRIPPER FLOW RATE(GPH1I 0.424H 0.6 GPH 09 GPH O.IGPH!LTA 09 GPH O.IGPH 0.621H 0.9 GPH DRIPPER FLOW RATE(GPH11 0.4GPH 1: /.111 09 GPH 2,4.21.211121.271.110.9GPH 0.1 CPH 0.6GPH III 15 i 102� 91J 5,1 1 136 3 113 161 151 137 15 I 201 171J140 275 235 191 337 289 I 2 vit 25 I 151 I 135 I 118 207 184 I 161 245 721J 19l a 25 I 266 222_1 179 308 291 /53 3B.T J 313 E L 35 I 193 1 171 1/6 200 315 245 P. _ 35 I 316 26iJ 10 _4.37 J 365 J 541 155 359 ty I 40 1 21I 86 158 I 266 L51� 218 j 347 311 26F /0 I 337 80 223 469 391 i3 583� 487 I 393 !j_ 45 J 228 I 200 169 J10 27/ 133_I 377 _3J 2.7111 45 _I 358 I 2J 235 197 413 3?1 619 53Lii 415 Flow per lOT(GPM/GPHI I _aara j I.Oasl Ii_awr..I awaal o4Wr Irmwr_ own I aawr I an/a Flow per 100'(GPM/GPM I anon, tm�s I 1snJ a wad cm] Lewd awaa_I born I ann6 I lateral lengths are based on flows allowing for a 3 fps flushing/scouring velocity Lateral Iengths are based on flows allowing for a 15 fps flushing/scouring velocity MAXIMUM LENGTH OFASINGLE LATERAL WITH251ps FLUSH VELOCITY MAXIMUM LENGTH OF A SINGLE LATERALWITH IA FLUSH VELOCITY ADDITIONAL ROW OF 2.0 GPM REQUIRED PER LATERAL TO ACHIEVE 25 fps ADDITIONAL FLOW OF 0.8 GPM REQUIRED PER LATERAL TO ACHIEVE 1.0 fps DRIPPER SPACING 12" ., . it:•. ' . ..a .,: . DRIPPER SWING. . 12" .; :.:r` 7B'.' . .. _ m. _ ... DRIPPER FLOW RATE IGPHII OAGPH 0.6 GPH 0.9GPH ILIGPH (1. 09GPH O./GPII 0.6 GPH 0.9GPH DRIPPER FLOW RATE IGPH11 0./GPH a6 GPH 09GPH O4GPH 0993f 0.9GPH 11.4GPH O.6GPH 0011 15 I 128 115 I 100 172 155 I 136 205 187 165 15 I 248 I 205 I 163 285 I 228 427 355J 285 1 25 I 183 161 I 137 248 22JJ 188 301 268 I 231J e, 25 I 315 I 258 I 203 4a0 361 1 266 519 453 I 359 E t 35 I1.1 19816fi 1072 229, 3)9 283 p_ 35 I 367 8.9 331 J513 419 331 643 I17/O _I 248 21/ 178 a_ J 295 242 /13 C6 540 J 389 316 218 5i5 445_I_� 683 59 III I /S I 266 I 229J 190 J 33 J 316 I 263 I 147 389 327 45 I 209 3321 260_I 571 468 I 367J 721 j_589 I 463 J How per160'(6PM/GPH)I osma J ism.' rsvn owa6r 0W21 j t.oLm 03 J astm i anla6J Flow per 100(GPM/GPH)I aaie r.oLs% tsv: a4aa11 00L50J 1ac5r as_ w mrm on/as I Lateral lengths are based on flows anowhg fora 25 fps flushing/scouring velocity Lateral lengths are based on flows allowing bra 1 fps flushing/scouring velocity MAXIMUM LENGTH OF A SINGLE LATERAL WITH 2.0 fps FLUSH VELOCITY MAXIMUM LENGTH OF A SINGLE LATERAL WITH OS fps RUSH VELOCITY ADDITIONAL ROW OF 1.6 GPM REQUIRED PER LATERAL TO ACHIEVE 2.0 fps ADDITIONAL ROW OF 0.4 GPM REQUIRED PER LATERAL TO ACHIEVE 0.5 fps DRIPPER SPACING 12" 18' - . 24" ORIPPEHSPACING . . 12" . . 15" ' .24" .. DRIPPER FLOW RATE(GPH) O.1 GPN 06GPH 0l GPH 1/ CPH 06GPM 0.9GPH O.IGPH 06GPH 0.9 CPH DRIPPER FLOW RATE(GPH)I 0.1 GPH 06 GPH O�GPN O.9CPN 06GPH 0l611 QI GPH O.6 GPH 0.l6P1 _ 15 16_1_1 1/1 1 119 217 191 161 263 233 J 201 15 321 I 212 188 122 341 265 5U 429 335 I 25 221 I I80 157 J 261 218 32i 270 N 25 I 369 296 I 728 .� I'" 418 33 655 527 I d09 i` 35 269 229 1 18. 370 316 260 J 155 387 324 i 35 I 421 I 337 260 [u478 1 368 I 7/9 603 I 467 I ty 40 290 I 216 000J _3891 110 2781 493 421 I 347_I ry 40 I _u3 J 351 n7 - J 51 397 J )90 635 J 491 x 45 310 I 261 i 212 /27 362 % 527 449 3ii 69 i 45 46/ I )1 285 66� 524 I 101 829 665 513 Flow per 107 IGPM/GPHI! o5 r Ja I sss2z 444267 aRWI I I owns 1 a3nw flow per 100'IGPM/GPHI aa/ao I >.mt tsvft SS o644t I t.asr a3Vm asrm I an7w Lateral lengths are based on flows albwng bra 21ps flushing/scouring velocity lateral lengths are based on Rows a4owirg fore 051ps Rushingheouring veloc'ay r-1 'T�,. Netafim recommends flushing velocities capable of breaking free any accumulated bioslimes and debris in the piping network. ra 7 j_.- ..,_';,..b� Notes: 1. Refer to local regulations for information on flushing velocities that may be written into codes. L"t EE7 7"�' I 2. Netafim does not endorse a specific flushing velocity. /' ° 3. Rushing velocities should be determined based on regulations,quality of effluent,and type of flushing control. JUL 1 6 2n 4. Using a flushing velocity less than 1 fps does not provide turbulent flow as defined by Reynolds Number. MASO Z5 5. Higher flushing velocities provide more aggressive flushing. NOOUNTYEN IRoi,. ]A( DJA H A!1H DRIPPER FLOW RATE VS.PRESSURE Lo 0.9 j 0.9 GPH FLOW PER 100 FEET 08 DRIPPER 0.4 GPH DRIPPER 10.6 GPH DRIPPER I 09 GPH DRIPPER I cn 0.6 O.6GPH SPACING GPH GPM J GPH GPM GPH GPM 0.5 7 - 12" 40.0 I 0.67 I 61.0 I 1.02 92.0 I 1.53 I 00.4 0.4 GPH 18" 26.7 I 0.44 I 41.0 I 0.68 I 61.0 I 1.02 I L 0.2 24" I 20.0 I 0.34 I 31.0 I 0.51 I 46.0 I 0.77 I 0.1 - 0 10 20 30 40 50 58 PRESSURE(psi) Between 0 and 1 psi,the dripper functions as a turbulent flow emitter,ensuring that the nominal design flow is not exceeded at system start-up. sl 11 Netafim sets the bar for innovation in drip irrigation with Copper. Cupron®copper oxide-based technology allows for maximum performance.The integration of copper oxide in the internal emitter, and the unique patented emitter design with physical root barrier provides two levels of protection,giving your system the protection it needs to fight against root intrusion. • Cupron copper oxide provides one of two layers of defense against root intrusion,a physical root barrier inside the dripper provides the other. • Cupron copper oxide technology will not wash out,wear off or leach out. Remaining effective throughout the life of the product. • Cupron copper oxide is approved for use by the EPA ensuring peace of mind. EXPLODED VIEW OF BIOLINE DRIPPER BIOLINE DRIPPER OPERATION Top of Dripper Bioline drippers are pressure compensating-delivering the The large surface area water uniformly into the soil for further treatment or for reuse r aT`�;�.»s•:�,rt�w,-�. ofto the filter increases by the landscape.These unique drippers allow the tubing to be ,�s. �. ;es.�:.��z�--.-�_<..� longevity and prevents x�-'...-w-~'~ dirt particles from installed on flat topography or steep slopes. settling in the dripper. Bioline drippers are protected against microbial activity.Copper oxide impregnated XR drippers-Copper,a natural antimicrobial material,is used to help prevent microbial activity. Chemical-resistant molded silicon .o diaphragm Netafim drippers are continuously self-cleaning during operation,not just at the beginning and nd of a cycle.The result is dependable,clog-free operation,yf Bottom of Dripper k Large re nffeptive ratio p �� area prevents penetration of coarse particles inside flow path.Superior clog resistance JUL 1 for effecient irrigation. �� CN 6 2025 re ORDERING INFORMATION �a I�,*dEN/AL HEAL Ty FLO DRIPPER COIL MODEL I RATE I SPACING I LENGTH 1 NUMBER 0.4 GPH 17 1,000' 08WRAM.4-12V I SPECIFYING INFORMATION 500' 08WRAM.4-12v500 1,000' O8WRAM.4-18V SAMPLE MODEL NUMBER 0.4 GPH I 1S I 500' 08WRAM.4-18V500 1 2 3 1,000' 08WRAM.4-24V 13 Bioline 08WRAM.6-24 V 0.4 GPH 24" I 500' 081VRAM.4-24V500 Dripline =08WRAM A 1,000' 08WRAM.6-12V 0.6 GPH 12" I 500' 08WRAM.6-12V500 DRIPPERill ©DRIPPER COIL 1,000' 081VRAM.618V FLOW RATE SPACING LENGTH 0.6 GPH 18 I 500' 08WRAM.6-18V500 500 0.6 GPH =b 18"=18 1,000'=V 0.6 GPH I 24' 1,000' 08WRAM.6-24V 500' O8WRAM.6 24V500 0.9 GPH = 1 24"=24 II 0.9 GPH 17 I 1,000' 08IVRAMI 12V 500' 08WRAM1-12V500 BLANK Tubing Model Number.250'=08WRAM-250 I 1,000' 108WRAM1-18V 0.9 GPH 18" 500' 08WRAM1-18V500 0.9 GPH 24' 1,000' 08WRAM1-24V 500' 08WRAM1-24V500 Blank Tubing 17mm 250' 08WRAM-250 • BIOLINE FITTINGS FITTING APPLICATIONS • Fits Bioline Dripline FITTING SPECIFICATIONS • Barbed fittings for a secure fit • Easy installation without glue or tools • Allows for easy on-site inspection of proper fitting installation M. 11.0 ilir + TLCOUP TLELL TLTEE TLCROS Insert Coupling Insert Elbow Insert Tee Insert Cross i IF Faxi‘na Illr TL050MA TL075MA TL075FTEE TL2W075MA %a"Male Adapter 3/4"Male Adapter Combination Tee 2-Way Insert Ins x Ins x 3/4"FPT 3/a"MPTx Insert A/. KalPa ill ‘ IN- 4 ..---,:„ .,..t., TLIAPVC-B TDBIT16.5 L TLIAPE-B Insert Adapter with Grommet Drill Bit for TLIAPVC JUL Insert Adapter for 1"or 1%2"or larger PVC Pipe Fitting(16.5mm or 21/32") MASON CO 6 2025 Larger PE(Requires 11 mm 4141 or7/16"drill or punch) ENV/ROh ift.i, DJq HEALTH cir) FITTING DEFINITIONS FPT=Female Pipe Thread • MPT=Male Pipe Thread TLFIG8 TLS6 Ins x Ins=Insert by Insert Figure 8 Line End 6"Soil Staple All 001. èeNETAFIM TLSOV TLCV .. Shut-Off Valve Inline Check Valve NETAFIM USA Insx Ins • Flow Range: 0.9to4.4GPM 5470 E.Home Ave. • Opening Pressure: 10.2 psi • Closing Pressure: 5.8 psi Fresno,CA 93727 (13.4 Feet Column of Water) CS 888 638 2346 www.netafimusa.com W064 12120 Mason County WA GIS Web Map / \, . \ //\\ \ i •\ i /../ . L �- ..NE �`�. /': t :'^ \ .� � '. �� ..� y, y; Ie( ..e.` /./Ni '/ ''''''...' ... _ _.,,..,_ _ 1 i \•, \ / / I \\‘'d't lt--:4:1'1:.' �� / - V � -_ — ant. 1 I % \ • . -r aY 1 y r la w3 -� s v . Snl - ras,lake.Ds,`". ,_- :. _. .! 1 y. PVE ,__. _-__ ---__-_. . ....._.. .._-_-__-:- Ro ` 6 , i wrnrlcrr'IAL HEALTH. DJA I I . • 5/2/2025, 9:59:28 AM 1:3,059 t 0 0.03 0.05 0.1 mi CI County Boundary I i ' ) l 1 4 1 ' 0 0.04 0.08 0.16 km 0 No Filled Tax Parcels (Zoom in to 1:30,000) Sources:Esri,HERE,Garmin,Intermap,increment P Corp.,GEBCO,USGS, FAO,NPS, NRCAN,GeoBase,IGN, Kadaster NL,Ordnance Survey, Esri Japan,METI,Esri China(Hong Kong),(c)OpenStreetMap contributors,and the GIS User Community Mason County WA GIS Web Map Application Mason County disclaims accuracy,retability,or timeliness of website info,not liable for losses from reliance on it hops://wwwmasoncountywa.gov/disclaimer.php DC mrONmDTm000z .000p, l Z da z ' pm Dmr > DXrA AmCOAA N Fri?,a. 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