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HomeMy WebLinkAboutSWG2026-00076 - SWG Application / Design - 3/18/2026 MASON COUNTY 415 N 6TH STREET,SHELT967 WA 98400 • 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 On-Site Sewage System Permit: SWG2026-00076 APPLICANT RUTLEDGE ROBERT G & KRISTY L Phone: 360-229-0225 Address: 541 E MEYER LAKE RD SHELTON,WA 98584 OWNER RUTLEDGE ROBERT G & KRISTY L Phone: 360-229-0225 Address: 541 E MEYER LAKE RD SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER MICHAEL LOVELY* Phone: 360-292-0909 Address: 1181 Padrich Rd CENTRALIA, WA 98531 Site Address: E Meyer Lake Dr Primary Parcel Number: 320052390046 Permit Description: New SFR 3BR Sand Lined Bed Permit Submitted Date: 03/18/2026 Permit Issued Date: 04/01/2026 Issued By: Jeff Wilmoth Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/26/2029 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 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/onsite/oss-inspection-request.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY DATE RECEIVED: q CD Cl) • U / ,, / • AMOUNT RECEIVED: RECEIVED BY: Public Health & Human Services 6 ores v CA Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 SWG ^_w CD O 415 N.6th Street-Shelton,WA 98584 PJ r 1•��) — O CC " 1 o X �J Z O) ON-SITE SEWAGE SYSTEM APPLICATION m n APPLICANT PHONE r Robert & Kristy Rutledge y Mike Lovely (360)292-0909 c MAILING ADDRESS-STREET,CITY,STATE.ZIP CODE n n n w 541 E Meyer Lake Rd V N R Shelton WA 98584 M �(JJ SITE ADDRESS-STREET,CITY,ZIP CODE XXX E Meyer Lake Dr ' Shelton WA 98584 ( NAME OF DESIGNER PHONE I N Arrow Septic Designs, Inc (360) 898-2255 NAME OF INSTALLER PHONE County Line Development, LL m (360)292-0909 DRINKING WATER SOURCE G7 I PERMIT TYPE(select one) � p�� 0 51„€RESIDENTIAL OSS COMMUNITY OSS II, COMMERCIAL OSS L10_l PRIVATE INDIVIDUAL WELL i 1 PRIVATE TWO-PARTY WELL Z ( TYPE OF WORK(select one) 11 PUBLIC WATER SYSTEM NEW CONSTRUCTION/UPGRADES bIREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I IV SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE L�IDESIGN FORM(REQUIRED) IISEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE I WAS LOT CREATED AFTER 4/112025? O I 5IWAIVER(S)(IFAPPLICABLE) 3 BR 2.22 ac ❑ YES D NO n I � DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) From Shelton, travel north on Brockdale Rd and just before Oak Park, turn (R) onto E I Meyer Lake Rd. Follow road as it turns (R) and then (L) following signs for"541" address. r I o Go through gate marked "Hard Luck Ranch". Test holes on (L). I4 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WTH TEST HOLE NUMBERS, O) OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS &L5 O & l1 L/ & 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 I P C R SIGNATURE DATE APPLICATION EXPIRATION DATE A LI ATIO APPROVED/ISSUED BY DATE - ZG 29 (,iji -&L'2fj HIS R Revised:4/14/2025 MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 0 5 - 2 3 - 9 0 0 4 6 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.:-Waximum paper size: 11• K 17" PARELi �sNTiflcATIQN : Permit Number: Designer's Name: Arrow Septic Designs, Inc Applicant's Name: Robert&Kristy Rutledge Designer's Phone Number: (360)898-2255 541E Meyer Lake Rd Designer's Address: 171 E Vuecrest Dr Mailing Address: Shelton WA 98584 City State Zip Union, WA 98592 City State Zips y/ Designer's EmailgDc paulaj@hctc.com Treatment Device ❑Glendon ❑Sand Filter ❑Mound R1 Sand Lined Drainfield O Recirculating Filter O ATU LI Other Treatment Level(check all that apply): p A 21 B El C ❑ Bm i 1]BL2 El BL3 El F O N Drainfield Type ❑Gravity C 'Pressure O Trench C 'Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 45 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in. Septic Tank Capacity(working) 1,200 gal Number 4 Receiving Soil Type(1-6) 1 Separation 2.5 ft Receiving Soil App!.Rate 1.0 gpd/ft2 Orifices Required Primary Area 360 fe _ Total Number of Orifices 80 Designed Primary Area 450 ft2 Diameter *5/32* in Designed Reserve Area 450 ft2 Spacing 28 in Trench/Bed Width 10 . ft Manifold Trench/Bed Length 45 ft Schedule.Class 40 Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 0 % Diameter 1.25 in New Slope,If Altered 0 % Preferred manifold configuration used? RrYes O No Depth of Excavation Up-slope 24+24=48 in Transport Pipe from Original Grade Down-slope 24+24=48 in Schedule/Class 40 Designed Vertical Separation 28+ in Length 70 ft Gravel-based Drainfield Required? EdYes O No Diameter 2 in Pump Required? 9 Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice 8 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual(head) 5 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice Higher ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 51.2 gpni 9 Timer O 6l'apse Meter ❑Avent Counter Calculated Total Pressure Head 19.32 minutes ,Pump off 6 hours Comments j U a l°l t l APR 0 1 2i 2 MASON COUN 1'Eie'1VIR0NNE NTAI h A i T ` ® J 4a ',.? Revised:4/1.4/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 0 5 - 23 -- 90O4 0 '4 6 Permit Number: SWG DESIGN CHECKLISTSr ��,,.. k � � � � 7 [ k- 4 �? C ➢4 .a x Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations Drainfield orientation and layout Reference depth from original grade: R1 Soil logs E6 Trench/bed dimensions and B' Septic tank 19 Property lines critical distances within layout 6f Drainfield cover R1 Existing and proposed wells O D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations Rf Laterals,trench/bed,top and surface water and critical areas R1 Observation port location bottom ❑ Location and orientation of E9 Clean-out location 0 Curtain drain collector curtain drain and all absorption E6 Manifold placement 9 Sand augmentation components E9 Orifice placement Other cross-section detail: 59 Location and dimension of Ed Lateral placement with distance 9 Observation ports/clean-outs primary system and reserve area to edge of bed Other Information Bj Buildings g Audible/visual alarm referenced Yes No Ed Direction of slope indicator Gd Scale of drawing shown on scale d 0 Design staked out 56 Waterlines bar 0 Recorded Notices attached E6 Roads,easements,driveways, p Elevation benchmark and relative 0 21'Waiver(s)attached parking elevations of system components [� 0 Pump curve attached North arrow and scale drawing ❑ 6 'Evaluation of failure shown on scale bar Non-residential justification 0 9 Waste strength 4 0 Rf Flow 3 z, 0. 4 t �•, s _ }'-'� z,i, �7 y ,? a3 r Yn 34r �� r i` r The undersigned designer must be notified by ns r lation EI Yes ❑ No `` 3t i-u0 Signature q rij i)tsigw:r; • Date ocPir��s The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-si regulatio • ' / jq Env'ro al Health Specialist Date CAUTION: DESIGN APPR AL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 3��(0 ✓ 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 AF4'6I3090 'JoL. N38 SSt) WARNING t) RLY�ONb7IDUTY AND E1OiFTL4E FDR 1TOTTBNLL CAN Bf fAELSTINlCTEQ "AOiTAWEU LTR a*FFR TO BE CONSTRUCIEO DR UMTMW W WN TOO' DUMDINQ✓3 MVELfENJ5 OR MAIMWAN0E OF OF THE WATER SWR(E WAT COULD CONsf1U1E A PD1tAITZN �'OF COWTANDG1TPRM.SUCW AS 5EPTfC YANK$$ EA&A1ALiS AND PDVA7E'swung 1+5Ap1A/1 ro DRAVINE1D$sEfWx WLIAYOFJiLRIWND SJCTACE 7ANN RARR$ FEED STATLON$ENCOSL/RES FQY MAIN TADEWC OR SERUMtO COTS M1TiCT1 TMs SHORT SLA7— L OT1L OlR ANI141LS OR 71iE>!4 LGVi111tk L1OIAD CR DRY#IEMfCAL S1 ALT NE1 1 OL TIdDES HA7AT1D0LIS DlV75TQW SVQI ROADS HA'.E BEEN WASTE%OR ACOtMLLATIONB CF ICpVTATNA%IEO OARPAf : AL'L1rPTEI1 LNIO 7[4E COINY7YS iTW0 S57lyo WALLNRyEST Will THE LOT OIN1 i THIS SON SHALL CE°Ll3J Ct .AEMN — —!� -�•�•-Cudtt/m pCf .,. TO 7HLi REQUA+JIDVTB OF CHAPTER T°:Sd of f 8 3 Mi' CsSUt1415 i ,� (JE';Q.ARATftl/(QOF COMA t S��' ,' ) , . )) THE'PROPOSED L OF S'>IJRIO `A '`l ,R V7SHS ARE ADNSWtY R.Y.O PALLS --Y� A APPIICATTON AND SERVO SITE INSPECVON MUST ALE APPUETT CT PRIOR TO BUEDI"O PERMIT. ; : DIRECTOR'S APPROVAL SCALE• t•-too` ' 'F _ 6o QØ zoo •., ',r APPROt&D FlDR REJINQ PURSUANT IC BASIS OF BEARlNGSi VOLUALE 4 OF SURVEIs PAGE 710 COUNTY . (K,,,Lo) (FBFTt • ��TJ DIREC TY DEVE'LA'NENT ARECORDS CT m oowrf 6wr .. / / DATE APPROVER --8 ' PLAT N$i8D4 r•. ./ /r/48 LOT 1.•ao00 1. xa Ac. AUDITORS CERTIFICATE l / FEED pvpR RECORD TWS AY OF •.1195 �,',,. �•, / / " AT IT IN WL..L_Cr SHORT PLATS ' / AT TILE REQUEST or STONEY a BECNTOLT dR. ! Z22 ALA �-- AI�LTORS' FILE NO. CWNTY A / / lkbK L I NE TABLE 's ', A a n�70 rnEs i,,•' � .� 4 LANLA No. DEAR ICES• DESTpAAW t'•,. ;� i :. = 1� T E 2650 AGATE RD.(3°0)428-4172 �LT 7 1, &(MTORWA.18534 4 Lo AC ! /! CDn • DRAWN BY 1A1E JOB N0. ' , $ ` / / O a.OtisDN a-,23-95 95-310 ,•.e ,': \.r' s LyyL �. /// z CHECYcm 8YT SCALB SHEET (RURFOGFa <' l �� ► �" —S i z �`—� SURVEYORS CERTIFICATE LEGAL DESCRIPTION i!/ THIS HAP CORRECTLY RQPRESSMIS A SURVEY P4 & ---- THAT',P(4tTIp4 7NE\SNC f/4 OF THCE m /!/ z MACE DY ME 4R m INCMY MACCTIfk.'IN MASS OF S RJW, Wh- CO T RMANCE HITH TH R£QUTREMENTS OF TIM MASON COUNTY kASI DIV •S. AW M1VATE !, C SURLY RECORDING ACT AT INC REQUEST OF •'. A(¢O.KNOYN AS } I AW rAMWW / / 4 �' LARRY►YAiLRE70 1N MAY 190$. `Lor 4,1E MASON.owar SHORT PL Ar pot AR x ugm 1 0.004 AS UNDER AUOlTOIYS .` / / "�• SIDNEY a DEON70LT fiL P.L:E/2x287• ! aRtAfrItM1 A ,`; / sW R!p cAmAUE LW14HK°AA m �: ♦ 't ® ! ! -r-I �'4}Y:- ,ter:.,r�' �. �, / ! = a..,�.✓`::;?.w' rte' ....- ,/ (AOUTAR) SNORT SUBDIVISION #,713/ / WiAAA+FA FM AARCEL.0200-23-90043 ! .u.+ arawni LL Y Lx dR. SURVEY FOR. LEGEND ssT „ (ARMSTRONG) M . 'ar r am.$$ ° X426 w9J?d LARRY WARREN Ap r as-yr o FLUID 5 REBAR W/TLASRC • As IN THE 03 EQUIPMENT & PROCEDURE *. AEe�AR W/T'eAsr EotRI aSr 1100*00 cA5LSRaA�L�STTA1IO 5W 7/4 O ENE NW t/4 OF .o'.p SEC. 5, T2ON, R3W, W.M. V W�,11 t r 8V 16L X' -js PNM*Y SAND—WN V 345 I ] f/ s too � Ws'�'E t l0X�5Qy�5t�V� 5/klsD J y/ / y tw 1 !-�f�Gb 05D / I or w e,L )%'J S f F°1 - DVfGJ?'&" / 1 ' q�e / - - -- - — - — / / / -, I i • \.;- ti p� �. - APR 1 2026 . :., ''. 'fa' Z SAN COUNTY ENVIRONMENTAL HEALTH �wr&. / / g> c?sT L Y: / tale L42) 2. 0- 24°' t,L-S -e-(-lEA� R°°'�"s'. / l�/ -2 -ZSC-� ?rte t) 1-sc 4-ZC t4Zo b 25 5D 15 JD G Kev; ___ P_ N Q Audio-Visual Alarni r- -1(Rti5Ty 'UTL �C�E � Cleanout 3 1200 Gallon Septic Tank - Mes1 at2 L�4 DR 1� 2-Compartment with PAULA JOY3JOHNSON. E$luent Filter L'I��(S) tiU5enN�� _ h R � n 1000 Gallon Pump Chamber **Note to installer** Sleeve waterline when within 10' of septic transport line. Maintain 10' minimum between water line and septic tanks/drainfield. 3, L' I- 4i 23 APR 01 1 2026 t. MASON COUNTY ENVIRONMENTAL HEALTH a-+ `+a.•'' 5100340 PAULA JOY JONNSON.' c* = t"=toy . LlCF:R1S`rtjbmSi' " _ EXPIRES T • Fit-"►;��[`, 2. n7 ___ `•'-`"'' f� X33 �f / ç - cet - o. S 4'°3 & �7---SCREf7 ON CAP 5 DEGREE ELEOW OR SWEEPING 9U NOME, O=OSSSRVAT.xON PORTS--TO 8�'S 4' `SOEiaA. END O£ PVC PIPE PROM SOTTOM OP TMENCS D TO PINISffED GRADE. ABLE ; �9 DET M CAP SQL BE INSTALLED CLEAN OIIT ON a` sMI sP r oaJ AoeT• NOTE, CLEANOGT TO U FROM 0 TO S TOTAL OF * IN SYSTEM. ,NOSES EELON.FINISEED GRADE. 12)T` W5 &L. - 3 A)4,D MARK KZEm AT REBAR. CLEAN **LATERALS ARE TO BE CENTERED REQUIN TRgNCBES. Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout(In.) 1 540 45" 28 20 `, 4 4 2 540 .45 28 20 .•,= 4 4 3 540 45 28 ;"-24 " 4 4 4 540 4.5'. 28 2Q ,'> 4 4 Total Lateral Length 180 Total#Orifices 80 I GPM = 51.2 (with 5/32 orifices) Dynamic Head Calculations Selected residual pressure: 5 ft. Length (Ft.) #Orifices Transport Pipe 70 : " 80 2.52 ft. Feeder Total Lateral Line Length Lateral#1 45 4 : . 49 20 0.97 ft. Lateral#2 45 -≥2 47 20 0.93 ft. Lateral#3 45 •.:2 47 20 0.93 ft. Lateral#4 45 4, 49 20 0.97 ft. Total Elevation Lift Total Dynamic Head N��'_�, 19.32 ft. 5100349 wi t :i d �f 1 4 r,,^.4 r 4 PAULA JOY JOHNSON EXPIRES 9115/ ' 1 �",m``' ! 'i 3�C'l MASON COUN .• 11b,ertyml. .�/� • • • Flow(Liters Per Minute) 0 38 76 114 151 189 227 265 303 341 379 60 18 r ` 15 APR 01 23 ,'-a : MASON COUNTY ENVIROW T ;, 12 N C) d 30 ' 9 .a c°i m �I = 1 20 6 10 3 0 0 0 10 20 30 40 50 60 70 80 90 100 Flow(GPM) FL50_PI R8/2/2017 ®Copyright 2017 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. I ii 1 • WI F f S i S 1: 3 L f 1 33 _ f r i •��F79I t,• ��1��i 4 2 <<{ pjyS3i7 it sue•-- IF APP 0 to sy� MASON COUNTY ENVIRONMENTAL HEALTH ___________ - ot-�Y,LT'm+ P �iiLL a #s I - I .- { tg• f af$$n$t meetmrc?--= mired id t}1 s:ct�br Gam:2720 Ea g 82 t'C the Deflt of;eeith- ri".airs. Cvvu�us Sep tic 1`)eoiqn6, 3uc� 04 "8 r� INSTALLATION & MAINTENANCE Pressure Distribution Systems—Sand Lined Bed r ,t?�i,• 5100349 PAULA JOY JOHNSON \� 1. Install Laterals with contour of the ground. LfdMto b�5i�N c ' 2. Install bed bottom level. EXPt` 15- 3. Ensure sand is clean and.meets C-33 standards. 4. Install locator tape or rebar at each end of all drainfield laterals. 5. Install observation ports as indicated on the plot plan. One required in each corner of the bed. Two with bottom extending to the bottom of the drainrock and two extending to the sand/native soil interface. Glue"T"to bottom so Observation Port cannot be easily removed from ground. Install removable cap on top of port at final grade level. 6. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking. 7. Install threaded clean-outs at the end of all laterals (cap must extend to within six inches of finished grade and be marked with locator tape or rebar). 8. Install audio/visual high water level alarm. 9. Install 1/8"mesh non-corrosive pump screen(min. 1; sq. ft. surface area,not to interfere with controls or floats.) Or pump screen may be substituted with Bio-Tube in septic tank and block under pump. Pull bio-tube every 6-12 months and flush back into tank. 10. Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 11. Tee to Tee construction between laterals and manifold with orifices oriented at 6 o'clock. Install laterals to the manifold with the orifices at 12 o'clock, (do not glue), after pressure test and Environmental Health Dept. approval,turn orifices down (6 o'clock) and glue laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position in lieu of turning the orifices down to the 6 o'clock position. 12. Filter fabric required over drain rock prior to back filling. If the drain rock extends above natural grade,run the filter fabric at least 2 inches down the trench wall. 13. Waterlines must be a minimum of 10' to any tank or drainfield(a reduction to 5' may be obtained with a State waiver on lots that meet minimum lot size). Encase all water lines within 10' of septic transport lines and under any driveway/parking areas. 14. Divert all storm water runoff away from on-site sewage system. 15. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 16. Have the septic tank and pump chamber pumped or inspected every 3 years minimum. 17.No vehicular traffic over drainfield area or tanks. 18. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 19. All materials and workmanship must meet County and State regulations. 20. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 21. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 22. All pressure systems with a pump chamber outlet higher than the drainfield must have an anti-siphon valve or a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. Ensure anti-siphon hole sprays down/away from tai openn © V 23. Homeowner is responsible for all property lines and easements,\ L4 APR 0 1 202e MASON COUNTY ENVIRONMENTAL HEALTH j 1YRS