Loading...
HomeMy WebLinkAboutSWG2025-00384 - SWG Design - 9/22/2025 MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELTON: ,S 42 TON, ,EXT 400 584 A 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: SWG2025-00384 APPLICANT FRAZIER KEVIN C Phone: Address: PO BOX 2475 BELFAIR, WA 98528 OWNER FRAZIER KEVIN C Phone: Address: PO BOX 2475 BELFAIR, WA 98528 SEPTIC DESIGNER PAULA JOHNSON* Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER ALLAN KIRK* Phone: 360-426-0574 Address: 30 E WILCHAR BLVD SHELTON, WA 98584 Site Address: 470 E Myers Ln Primary Parcel Number: 220257500030 Permit Description: New 3BR SFR - Pressure Permit Submitted Date: 09/23/2025 Permit Issued Date: 10/30/2025 Issued By: Jeff Wilmoth Current Permit Fees Paid: $825.00 (additional fees may be required upon installation of system). Permit Expiration Date: 10/01/2028 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: 09 - a3 _ aoa5 2 enilt AMOUNT RECEI RECEIVED BY: • CO m ---'-`- Public Health & Human Services �� I vo C" N Environmental Health 360-427-9670,ext.400 or 360.275-4467,ext.400 ��� aoa5 - 0�3$ N 0 415 N.6th Street-Shelton,WA 98584 O 2 z (/) ON-SITE SEWAGE SYSTEM APPLICATION > m m AP ,? .CA.r,T PHONE I— Robert Perlow Lit'�r� 1 C - (425)605-4143 MAILING ADDRESS-STREET,Cl ,'T ,STATE,ZIP CODE r l gm WA 98584 g � 470 E Myers Ln Fig Shelton SITE ADDRESS STREET.CITY.ZIP CODE LV I N � � samelCV , NAME OF DESIGNER PHONE I Ni Arrow Septic Designs, Inc ew t �(360) 898-2255 NAME OF INSTALLER N L.II (I I PHONE O Mason County Excavating CO (360)490-3144 R I IV PERMIT TYPE(select one) �I -- --DRItilaNG WATER SOURCE — ttoURM RESIDENTIAL OSS a COMMUNITY OSS Id COMMERCIAL OSS ►rii PRIVATE INDIVIDUAL WELL E PRIVATE TWO-PARTY WELL Z 1,PUBLIC WATER SYSTEM I TYPE OF WORK(select one) I I NEW CONSTRUCTION I UPGRADES E REPAIR I REPLACEMENT OTHER DETAILS(select alltnalapply) El TABLE X REPAIR 0 SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE SUBMco ITTALS G0 DESIGN FORM(REQUIRED) la SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/12025? rLLWAIVER(S)(IF APPLICABLE) 3 BR 5 ac 0 YES Q NO X I O DIRECTIONS TO SITE AND SITE CONDITIONS 'CO locked gale) Go out Hwy 3 and turn (R) onto E Pickering Rd. Continue straight onto E Harstine Bridge I 0 9 Rd. Turn (R) onto E South Island Dr. Turn (R) onto E Harstine Island Rd S. Turn (R) onto E o I o Burgundy Rd. Turn (R) onto Myers Ln. Destination on (R). Yellow sign: "Perlow" -+ w IfSITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I . OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) �. 0 VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT 0 HOME SALE 0 COMPLAINT ❑OTHER: s INSPECTOR SOIL LOGS COMMENTS I CONDITIONS 4 -'f5 2_,0/ f i L /9-I ( t7 u\ to s � 0 N RECORD DRANANG AND INSTALLATION REPORT SOIL CODES: REQUIRED FOR FINALAPPROVAL V=VERY G=GRAVELLY Sc SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS INSP OR IGNATU E 0 f 7y'5ATE APPLICATION EXPIRATION DATE ATI*, APPROVED!ISSUE Y DA I / V �I 1 THI FO-�•Y BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revise' • • _ J DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 2 5 — 7 5 — 0 0 0 3 0 A design will be reviewed when 3 conies of each of the following are submitted: E 0 Completed design form that has been signed and dated. 0 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 ma be scanned and available for . biic view on the Mason Coun Web site.Maximum ,,, r size. 11"X 17" • -. 00321 Designer's Name: Arrow Septic Designs,Inc Permit Number: SWG % Robert Perlow Designer's Phone Number: (360)898-2255 Applicant's Name: Mailing Address: 171 E Vuecrest Dr 470 E Myers Ln Designer's Address:Shelton WA 98584 City State Zip Union, WA 98592 Cit State Zi Designer's Email paulaj@hctc.com Treatment Device Atten Zone ❑Glendon 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter 0 ATU Li Othe r Treatment Level(check all that apply): ❑A ❑B MC 0 BL1 0 BL2 0 BL3 0 E 0 N Drainfield Type ❑Gravity Pressure C 'Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 50 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) 1,200 gal Number 4 t Receiving Soil Type(1-6) 4 Separation 9 ft Receiving Soil Appi.Rate 0.6 gpd/ft2 Orifices Required Primary Area 600 If Total Number of Orifices 40 Designed Primary Area 600 ft2 Diameter 3/16 in Designed Reserve Area 600 ft2 Spacing 60 in Trench/Bed Width i 3 ft S Manifold Trench/Bed Length 200 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 3 % Diameter 1.25 in New Slope,If Altered 3 % Preferred manifold configuration used? 'Yes ❑No Depth of Excavation Up-slope 7 in Transport Pipe from Original Grade Down-slope 6 in Schedule/Class 40 Designed Vertical Separation 13+ in Length 60 ft Gravel-based Drainfield Required? 0 Yes id No Diameter 2 in Pump Required? mfYes 0 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) 2 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice tif Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 23.6 gpm lgr Timer 0 F>l'apse Meter ❑vent Counter ft Calculated Total Pressure Head 12.04If Timer: on in s 6 hours Comments ...t `'''' i, Revised:4/14/2025 DESIGN FORM-PAGE TWO Assessor's Parcel Number:2 2 0 2 5 - 7 5 -- 0 0 0 3 0 Permit Number: SWG DESIGN CHECKLISTS > • �'' t..s` c. -. Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Eifi Test hole locations 12E Drainfield orientation and layout Reference depth from original grade: iii Soil logs g Trench/bed dimensions and El Septic tank Property lines critical distances within layout I ' Drainfield cover g g Existing and proposed wells 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 61f Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom O Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components l f Orifice placement Other cross-section detail: E21 Location and dimension of Lateral placement with distance Ed Observation ports/clean-outs primary system and reserve area to edge of bed Buildingsg Other Information fig Audible/visual alarm referenced Yes No g Direction of slope indicator of Scale of drawing shown on scale Ef 0 Design staked out 121 Waterlines bar 0 if Recorded Notices attached crick. 1I Roads,easements,driveways, p Elevation be hmark and relative 0 (if Waiver(s)attached parking elevations f i tem components 12I 0 Pump curve attached g North arrow and scale drawing 0 g Evaluation of failure shown on scale bar Non-residential justification 4, 0 11 Waste strength LA•14°,`A�y S:.k ❑ El Flow rr '?ESI1"u 'tut , L I ✓1?-1 CO The undersigned designer must be notifi �:► ' < a- - 1 tion t�Yes 0 No .At k ,� z . 9 Signature of Designer Date 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- ' regulations: 12, En ro ff:• . ealth Specialist Date CAUTION: DESIGN APPROVAL 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: -/ —30 ✓ 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 f r i fp°s 's DoMf" \^6E 2 z 8 f- . eJivJ ZS-� ��!L' i/ %I.' r ��i5� s�e�t 0 N) 1 / � ( / f f 1 1"f{fnka i as fy ! jr ! h -PI/ Jj.1 .•1 / , ik 5 •� :° 34 aCo v.t. 3�y. kro � ' is yi JOY Je ��.\ `sSwa�\ i5��`' cc,1 3` X50r p{-,m D.T. e.: PAULA JOY JOHNSON • • rK1d � ` �.r�,��a s?q' 6.c . 6:-REg 1 PPROVEr �„in vesen I bQbwee� 5 < t. cogs 01 !/'‘ . E-: 1 "-6c 1 MASON COUNTY ENVIRONV`'`A-`'' - Alarm0 Audio-Visual ac t O °' 0 30 6� ClearO t BLOT PLA tit C 1200 C-allon Septic'rank 0B e 2`— t�}z L E ..L. PI 2- anent wife et_E-L44 22 d 25- '15- 6 DC 3 C NI E otnparlter 4"Z D E M �2 s �t�N O 1000 Gallon Pump Chamber siCL-`T-9hl/ Wf4 a1�1✓e8�} 3 Valve Como?Box Q.%1 A c—i t't- LE �/ 1 ;.20 'r Sim fl, c-e ft-o-k. tzeo-k---' -To M D **Note to installer** 2\%f S I--'� •tZo.e�S-cc:, +-k-c Tt Li-- Sleeve waterline when within 10' 2 '1 S� QroC1cS -� M a l C fi"-i of septic transport line. Maintain LL 3 , 10' minimum between water line and septic tanks/dfainfield. 2 -1 ir�i, Lese..........------------- 50' Valve Control Box wi!f+ 125• Boll Valves MP 2' Transport Line i S. 11 / . b+ l • Typical Cleonad 125 Lateral 125• Feeder Lines • Typca Observation Port 30' Iff 60 Typical observation Port . Detailed Drainfield Layout wake 1' - t 0* Fecal Grade Loan PPROV 4 10. 20' 9° to t2• Filter FabricACover �' &KT 01 2025 (3/4- to 2 4 \ l SON CO NTY ENVIRONMENTAL HE,_;!-, _ 2-1/2' 125• Caters 4�V50, 1 .25" Sched. 40 _aterals ilia � 6• 4 ( 10) 3/ 1 6" Orifices @ 60" O.C. - — / Per Lateral. 1st & Last Orifice ,� '� t � 30" from End of Trench. Restrictive. Layer Screw-On Cap Drainf ield• Cross—Section View Elbow Not To sack !n �� ., (p End of Ditch LL'�. °� i} Dead - aeon out r::: , I. Note• C e Outtofrom0to6e c,eabebwu S1GJJ49 •� `rFrstiedGrade. Mdrkendswilt' Rebar. CleanOutNote: O ., Observation Portfl�� ULA JOY JOHNSUN ' L)) To Be 4' PVC Fps from Bottom of Trench s P ckg .t -.• `) Rcgwred of the End-of Each Lateroi. To Fins ed Grade. Removable Cap shall be EXPIRES `1 Sy� �csJ4 Installed on Observation Port Roe. A 9-2 2-2r Arrow Septa Design s On Bottom with Glued-On Tee. (3 6 0) 8 9 8—2 5 5 tbrm+um of 4 Tot Requires n system .34 � v 1 . 1 , Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 600 50 60 10 30 30 2 600 50 60 10 30 30 3 600 50 60 10 30 30 4 600 50 60 10 30 30 Total Lateral Length 200 1 Total#Orifices 40 I GPM = 23.6 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 60 40 0.60 ft. Feeder Total Lateral Line Length Lateral#1 50 2 52 10 0.29 ft. Lateral#2 50 11 61 10 0.34 ft. Lateral#3 50 20 70 10 0.38 ft. Lateral#4 50 29 79 10 0.43 ft. Total Elevation Lift f/�� 8.00 ft. Total Dynamic Head'""r'', 12.04 ft. 7qb) vZ.: PAULA JOY JOHNSON e4.l'iCtiVBtiE57 �_`.t c R'E,F,OJii5 'r�Co 9- Z Z,— - PPROVE OCT 0 1 2O2i r. MASON COUNTY ENVIRON°?ErAL HE;;;_-- Jr R:D, ` U -1 e 1. 137, 13J, r • Bronze construction available(139 series) #' . High head version available(145 series) • Double shaft seal versions available for added protection Flow-Mate on models 140/145. For more information,see Technical Data Sheets FM2782,FM2783. In high head dewatering or effluent applications where pumping performance is critical, this robust C__ ; - ?UNP PERFORMANCE CURVE 1400EL 137n4d145 family of pumps is known for reliability, durability and performance. These (- 1�������� pumps are especially suited for harsh T• Y ,IIIIIIIMIIIIIMIMII m environments.Zoeller's coot run design .,�������� N and corrosion resistant powder coated w- u .,■■■■■■■� C epoxy finish add up to a long-lasting •_ a ■■„■■■■.■. 3 trouble free product. ,"■■■■■■. i _ m APPLICATIONS: ■■,,,ll11 ��� � 11 11 • STEP or onsite applications 1' r: ..110■■.■■1. Cr • Water transfer ''- ■■■■,■■■■■ • Light commercial dewatering - •- x .■.■,,,■■■■ -6 -•I SPECIFICATIONS: 20 .60...m... 1101Elleinmemisi • 1-1/2"NPT discharge • 1/2 HP through 1 HP MADE IN THE USA ■■■.■„■"■ • Available in automatic or nonautomatic US96AYAM0Il1'I If URN = • Model 137,139,140:1/2"(12 mm)spherical solids P p R ® V E "���11®.1�� capacity with vortex impeller tw x n • Model 145:3/4"(19 mm)spherical solids capacity with Jr. a: ;" ••,�,'° re i. 1525V, vortex impeller OCT0 2025 .'L ' LL., LA;-.). MASON COUNTY ENVPc' .' 151, 152, 15 J PUMP PERFORMANCE CURVE MODEL 151/152/153 Dose-Mate 50 -- This is our fastest growing line of effluent 14— 153 pumps.The 150 series is truly a workhorse designed for reliability under extreme 12— 40 conditions in an effluent environment. 150 series pump curves cover a wide range = 70- 35 152 of applications. They are well suited to f 30 applications with low pressure pipe(LPP) 0 8- 25 151 and enhanced flow STEP systems.Zoeller's cool run design and corrosion resistant, 0 6_ zo powder coated epoxy finish, in addition to the hermetically sealed, oil-filled motor 15 ' and non-clogging vortex impeller add up to 4- 0 a long-lasting,trouble-free product. 10 �1 2— APPLICATIONS: �...�� 5 • STEP or onsite applications ••'�i"�� 0 MADE IN THE USA 10 20 30 40 50 60 70 80 90 100 • Light commercial dewatering USIA6AllAl0IIfY0fIUSt011lSl GALLONS LITERS 0 ao 80 120 160 i00 240 280 320 360 SPECIFICATIONS: > , FLOW PER MINUTE 01:508 • 1-1/2"NPT discharge • 3/10 HP through 1/2 HP © 2^ • Available in nonautomatic or with a variable level piggyback mechanical switch • 1/2"(12 mm)spherical solids capacity with vortex thermoplastic impeller For more information,see Technical Data Sheet FM2784. ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 9 5 ofy-1 , . • —. ...-.+—.--. ---_... --:'•.-.----.." 1 5ewm-6.,17,1rfcregyksT-Aerml-i-, t 24'DIDIEM \ i 1 ; Aeons assEn •;z mass ariaz 1 ,t. •-• -------......., , t -------- _-----. — , . ------ _ - 1 -- --------------• i ......- „.---- _— ...--,.....,..... .„---,== = ------ , t ..,.... ,...,,,.._ . , . —........-- -- I i SCWAG I \ . I 1 'ano...............c... Imem ....: f • : i 1 i i ; 1 F L.,i''‘I.4 t:r •W‘T i --- : : t i 1 1 I t i : . i • : ; ,‹ • i...:; • , ; 5EDDIEV'S 1 i i ; ; 1 ...._........___=.,..........______----•-----/.......,______.....; : : 1 ; 1 i ; OPROVID sciaser ..M..ra ; i • is . 1 1 1 1 1 ; i OCT 0 1 MASON COUNTY ENVIRONMENTAL HE :...:-, 1 SE..,.E.zTO,L_Alic i . rTYPicalL) i t i zi.5-1"- rs-7" ..$4.i-,, , 74AREfas UlittOti 1 r : 1 Agg:ESS iSLM if 1 1 . ; _. SOME REM GRAbE NN f---s- Ain. / I ! ''''aft--rll -,-----.-=- •7 r. — c I i i t ); r TANK "3----F" 1 i I !am WATER ALARM LEM. . i NORMAL Meg Si. LEVEL WM-CNC" t.-OliE ; T ! 1 --------.4. f ! =. ... ---: = Mt nIZAT 1 F ? g t E741=51ED ANC= • s+-e---, h i SOWTTV46 ; Zeer VALVE: 4 a .a,-.—=.•-.7—1 7= . 1 . ! 3 • IC f i i f ) CENIMVUGAL 1 i . PUMP i t -1 P1_111_124:EAMBEE. i , r.TyPregua I 1 • f 1 4 AS WEEDED i! i • " : 4...: 7•,,- ""'*Nic-tts: Septc TEnit.F.muit meet F.:ander-as rer,:%.z!rec rii -,...,.......,.i.,:__ Z..... G.,Ga.- FIGURE 2 II - 11 and niznufacr"'r-r rn',i.51-.de rkn ;the Dept Of Heath ilSt of regstered sewage tanks.."• i i . . • 1 _ . . , • F910 C'fl 1 . 7 • D �f INSTALLATION & MAINTENANCE f Pressure Distribution Systems r G}' 5100349 flif.....PAULA JOY JOHNSON •y‘1. Install Laterals with contour of the ground. sv � � �� 2. Install trench bottoms level. e"p 11 l( 3. Install locator tape or rebar at each end of all drainfield laterals. 61 —ZZ-2S 4. Install observation ports as indicated on the plot plan. One required at distal end of each lateral in drainfield with bottom extending to the drainrock/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. 5. Install drainfield during dry weather and soil conditions; any soil smearing must be eliminated by hand raking. 6. 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). 7. Install audio/visual high water level alarm. 8. Install 1/8"mesh non-corrosive pump screen(min. 12 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. 9. Install anti-siphon valve above pump in pump chamber to prevent the pump chamber from siphoning into the drainfield. 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 tank opening. 23. All transport lines under driveways or parking areas must a RPOvilt 24. Homeowner is responsible for all property lines and ease tisPIPI EU 4'. 1 OCT 0 1 2025 M. t-1 MASON COUNTY ENVIRONMENTAL HEALTH JBW • •. . ,,t