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HomeMy WebLinkAboutSWG2024-00338 - SWG Application / Design - 8/9/2024 MASON COUNTY 415N6 ELTON: 0427-97 ,EXT 400 STREET, ,SHELTON, EXT SHELTON: BELFAIR:360-2754467,EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 FAX:360427-7767 On-Site Sewage System Permit: SWG2024-00338 APPLICANT DRAKE ALLEN E&SHARMA L Phone: 360-791-0703 Address: 440 FAST BRIDGER LANE SHELTON,WA 98584 OWNER DRAKE ALLEN E&SHARMA L Phone: 360-791-0703 Address: 440 EAST BRIDGER LANE SHELTON,WA 98584 SEPTIC DESIGNER PAULA JOHNSONa Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION,WA 98592 Site Address: 1310 SE Phillips Rd Primary Parcel Number: 320354190144 Permit Description: 3-bedroom Nu Water BNR500 system Permit Submitted Date: 08/09/2024 Permit Issued Date: 0912312024 Issued By: David Anderson Current Permit Fees Paid: $540.00 Nodioonal Nos may be ranwrea upon immnanun of syswml. Permit Expiration Date: 09/17/2027 (basea on note ofinspacuon) 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 Drainfield 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 backfi11 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: masonmuntywa.gov/health/envimnmentallonskelms-inspection-request.php or call: 360.427-9670,extension 400. OFFICIAL USE ONLY I GaEM N D � MASON COUNTY Ma COMMUNITYSERVICESF kHHW ICom unM He"m�nmemnem, NNNn, y O SWGA 2 W ON-SITE SEWAGE SYSTEM APPLICATION 3 m RIONE r `P°`""' 360 701-8725 z Allen & Sharma Drake ( ) M"WNG"WRE65-STREET CRV.STATE LPCDOE Shelton WA 98584 OR 440 E Bridger Ln AODNESE Phill p"Co' Shelton WA 98584 4' NAMECFDESIDNER (360)898-2255 I N Arnow Septic Designs o R ONE O Na.IE OF INSTALLER � a I W PEIt41TNPE(wktl W1 DIII�NN{ING IWTFA SOURCE ®RESIDWN LOSS QGOMMUNF OSSCOMMERCIAL OSS jEPRIVATEINOIVIDUALWEIL 51PRIVATETMI-PARtt WELL I I � Cr PUBLIC MTER SYSTEM }vPE OF VARH InI"TnXI A ®NEW CONSTRUCTION I UPGRADES IJREPAIRIREPIACEMENi OTHER DETatB fnleawmNwgrl ❑TABLEIX REPAIR n EURFACINGSEWAGE ❑E%ISTINGFAILURE E]SHORELINE O SU NSI ZDESIGN FORM(REOVIRED) 9SEPTILDESIGN(REOUIREO) pEDR0a48 LOT ERE 3BR 38Cre3 x I � y,1YWIVER(SI(IFPPPLICABLEI DIRERICNS TO WE AND WECONDT.NS.(u.KKMOpw) Head north on N 6th St toward W Alder St and turn (R).At the traffic circle,take the 1st exit. o Turn (L)onto SE Craig RCI.TUm (L)onto SE Cole Rd.Turn (L)onto SE Lynch Rd.Tum (L) o onto SE Phillips Rd. Destination on (R). I I a "1310, No Trespassing"at driveway on (R) 8.1EMUST QEHAGGEDfRON XIIN ROPO M'D iFST MDF5 NY9f6ERAGGEGWRM TEST MIXENYIMERS I A OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILU RE SOURCE IM nWNnp pulPoseel OVOLUNTARV []1MINTENANCEPUMPING 13BUIMINGPERMU ❑HOMESALE ❑COMPLAINT ❑OTHER: INSPECiCR BOIL LOG6 LCMMEMSICCNGITIOrvS TN11FL_ hSI �r/a� ► o Usk 41 r iN7: 00-- f?L., xlt 4 �51 a I d3 0- 26, ('u, w( nwt i1 F�fl I � - RECORD DRALNrwANO NsrnwnON RvoRT SgLCCCE9: MOUIRED FCA FIHALAFPRWAL V•VERV G•,EAVELLY S•S>ND L•LMEI BI•SRT L=C1AV E•E%TXFMATD R=RWT6 APPLICAT PMOVEWISSUED BV INSF£CTOR 6IGNATVPE GATE ARPLILPTRNIEM TA MTE �ZGZ Z 7oz THIS PORM M4Y Be SCANNED AND AVAILABLE FDRPUBLIC VIEW ON TXE MASON COUNTY WEBERS REvrssD avems' DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 3 5 — 4 1 — 9 0 1 4 4 A design will be reviewed when 3 cable of each of the following are submitted: 0 Completed design form that has been signed and dated. v 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 chccklist. This form may be scanned and available for public view on Me Mason County Web site.Maximum rsize: 11"X 17" ;a• PAtYCE7.'HIEWI CATION , I Permit Number: SWG •C�� Designer's Nam Anow Septic Designs no e: _. _ _. - Applicant's Name: Allen g Sharma Drake Designer's Phone Number: (360)898-2256 Mailing Address: 440 E Brid9er Ln Designer's Address: 171 E Vul aeet Dr Shelton WA 98584 Inch, WA 98592 City State Zi Clitc State Zi `-DESIGN PARAMMMS Treatment Device O Glendon Biofilta ❑Sand Filter ❑Mound ❑Sand Used Dourfield 11 Recirculating Filter,Type: S(Aaobic Unit Make/Model NuaNater BNR-500 O Disinfection Unit Make/Mudel Other: 500 gallon pm-tmsh tank Drainfreld Type ❑Gravity of Pressure 6ifTrench ❑Bed ❑Sub Surface Drip Septic Tank/Drainffeld Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 r Daily Flow:Operating Capacity 270 - glad Length 50 ft Daily Flow:Design Flow 360 - glad Diameter L25 in Septic Tank Capacity(working) NuWaler BNR-600 gal ' Number 4 Receiving Soil Type(1-6) 4 Separation 9 ft Receiving Soil Appl.Rate 0.6 - gpd/flz Orifices Required Primary Am 600 fl Total Number of Orifices 40 Designed Primary Area 600 ft' Diameter 3116 in Designed Reserve Area 600 - fit Spacing 60 in Trench/Bed Width 3 ft Manifold 'french/Bed Length 200 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 5 % Diameter /..1.25 in New Slope,If Altered 5 % Preferred manifold configuration used? li Yes O No Depthnf Ezarnakin upmope 9 in Transport Pipe from Original Grade D,,m-slope 7 in Schedule/Class 40 Designed Vertical Separation 12+ in Length 230 ft Grevelless Chambers Required? ❑Yes ONo RfOptional Diameter 2 in Pump Required? 16Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdows/day 4 Diff.in Elevmion Between Pump a:Uppermost Orifice 15 ft Dose quantity 90 - gal Dramfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 11000 gal Uppermost Orifice EfHigher ❑Lower than Pump Shutoff Pump controls:Please check those required. ry Capacity Q Total Pressure Head 23.6 gpm Timer 91blapse Meter as Event Counter Calculated Total Pressure Head 20.74 ft If Timer: Pump on 2 minutes ,ppmp IT 6 hours Comments �e�10 DESIGN FORM—PAGE TWO Assessor's Parcel Number.3 2 0 3 5 — 4 1 — 9.0 1 4 4 Permit Number. SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 56 Test hole locations 0 Drainfield orientation and layout Reference depth from original grade: 0 Soil logs Rf Trench/bed dimensions and Rf Septic tank 9 Property lines critical distances within layout 19 Drainfield cover idExisting and proposed wells E6 D-Box/Valve box locations Reference depth from original grade within 100 ft of property Rf Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations 0 Laterals,trench/bed,top and surface water and critical areas 19 Observation port location bottom ❑ Location and orientation of lif Clean-out location ❑ Curtain drain collector curtain drain and all absorption Ed Manifold placement ❑ Sand augmentation components la Orifice placement Other cross-section detail: 16 Location and dimension of Ed Lateral placement with distance Ed Observation ports/cleanouts primary system and reserve area to edge of bed Other Information E9 Buildings R1 Audible/visua referenced Yes No 61 Direction of slope indicator III Scale of dr on scale Ed ❑Design staked out 21 Waterlines bar ❑ lid Recorded Notices attached Ed Roads,easements,driveways, ❑ Rf Waiver(s)attached parting 19 ❑ Pump curve attached North arrow and scale drawing (} ❑ if Evaluation of failure shown on scale bar i s+coa.e Non-residential justification 1 r PAtILA JOY JaaaaaN ❑ Iif Waste strength �( ❑ a!FIOW DESIGN APPRO AL The undersigned designer most be b t/all�at,ti'me off installation Ef Yes ❑ No Signature of signer Date "4' The undersigned has reviewed this design on behalf of Mason County Public Health and deta ad tit in compliance with state and local on- . gulations: Fy � - 9/Z3/zo2 Y � ��• nvironmental Health Specialist Date `cplye . CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: I The design is stamped"Approved"by Mason County Public Health. I The Onsite Sewage Permit has not expired,the Permit Expiration Date is: I 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, 1 unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This farm may be scanned and available for public view on the Mason County Web site. Updated Dare: 12t72015 cE $ Eiie E j E 3 9FFEs =�E t a ° fig 3 ! Hit .� o s 9 { i ryt �04ay 8 E ��ey g#9 g � Ear "gg�g'475a �� ►++ @ a ? § €¢ 5'e�y c.va �y##$ •?�e8 � EFtytyes?# 1 E.�'gg�FF�4st • i9Ae ' y es # 11HIt 51 0 5t • ,�.,m .mm.: • ,tea ----- --------- E All 1 \f \ [IDa6uM mew. LLi d py5a a'S 3i} yy s e Es• •&# $ @# e y 00 .yam.m... u , ; m+ ,1 ae • $ m s � m•< .� � NT�H�.m � o . ¢ •P ! n�!!!s�mn5� i OZLBDIZ *S� VEf 03 MOM 2��0 gwt£ C= AD' e ae 40 60 60 C PLOT Pt./ka\ \Y•/.slew _ p�. • d3 ` � �}LIAN t St PRMA WAKE E 97 ` R�EL 32D35-41 -90 194 loo' pD 13m SE p4tLtlPS RD ne hlr wa.1V Al: SNFiroN \-fJw 18584 t5 9•P- TRENC�kesagJO•c. p=TF�HotE .work RES ERJr< pEMt6�N foo r eE?�: 29'a 951(nP rcw+f,; ll5i PAULA JOY JOHNSON'. � a O ♦ / r Qi Ana�o-v;:,at Alum © I ® 500 O n Pre-Trvah t°nk ® Nuwa BNF-500 AEI Tank © i.000 Gallon T+mp C'0ember L+ZIV C�,Jj/J� O valve Conant H°x if b�� ReHD EASEµ£N'r SEP 2 3 2024 ' MASON CDUNTV ENVDIJA MENTALHEALTH v*. o s 9 -row Oeiot ,zs' :saved C flroinfield Layout o' � A ya e z , 50 1.25' Sched. 40 Laterals 7 om � 9" C 10) 3/ 16' Orifices S 60 O.C. Per Lateral. 1 st 3 Last Or fice _36"--- ' 30' from End of Trench 12' + Iii� Cross-Servon View A P.P PsYA �� SEP 2 3 2024 T MASON COUNTY ENVIRONMEN? s.. r1. DJA AL HEALTH \ 5109149 ,y` Iltif 0 QC'�'= iW4 PAULA JOY JOHHSON te.ae a Fi+ a. Ben. L GKICENSE 1]E�5"tGNEH" y,� Arrow Septic Designs (360) 898-2255 pn 6� •' 1fY6 � { TW T fi 'ai h Length Length Orifitm m Distancefrom Lateral# (In.) Ft Spacing n. Cleanout In. 1 600 50 802 000 00 603 000 50 604 600 50 80 Total Lateral Len h 200 A Total#QMWS 40 GPM= 23.E Dynamic Head Calculations .,;�ryFFh131�Off FO Selected residual pressure 2 014 N�jFNTgt Length(Ft.) at Orifices Transport Pipe 230 40 2.30 ft. <ry Feeder Total Lateral Line Length Lateml#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 15.00 ft. Total Dynamic Head 20.74 ft SECURED LID WITH OAS TIGHT SEAL THREADED UNION 24.DIAMETER ACCESS RISER , SERVICE VALVE FINISH GRADE ___ __ __ FROM SEPTIC f—•TO OWYNFRELO TANK amoUNMCV tTORAGa ANTI SIPHON VALVE' HIGH WATER AIAW LEVEL — MWEPENDEPIT MOIONLTI�R OFF LEVEL' NONUNO VCLIMIa I FLOAT PON FLOAT DIED PUMP CHECK VALVE SHROUD MEorrercra rn l:Ir - CENTRvuOAL a��LA ♦ PUMP PUMP CHAMBER PAULA JOY JONNSON;. O TPICALI LiC 7SE ,IE 'I 0 'AS NEEDED EYP Septic Tanks must meet standards required by WAC Chapter age tanks. andFIGURE 2 manufacturer must be on Dept of Health list of registered sewage tanks. mA nm Publication 9337-022 Page 35 of65 - 7 5-+() Brontt wnstrvmon availebts(139 series) t . � Nigh headwhsan available(145 series) -=_- Doubts shaft seal versions available for added protection Flow-Mate on modes 14don, 5. se For more dell 140/1 see Technical Da[a Sheets FM2]82,FM2]83 In high head dewatering or effluent applications where pumping s� naestwalsw¢eow°t performance is criBcat, this robust e` xom,xxtere family of pumps is known for reliability durability and performance. These pumps are especiaLty suited for harsh environmenu.ZoeLLefs cool run design and corrosiorrresisanL powder coated epoxy finish add up to along-lasting. trouble-free product. APIM3DAnoras: 9 STEP or onsite appU.b.ns . Water transfer Light commercial dewatering BPECIFICATIONB: 1-1/2"NPT discharge • 1/2 HP through l MP MNNEINTIEIIgA • Available in automatic or nonautomatic Model 137,139.I40:In-(12 mm)spherical solids capacity with vortex impeller Model145:3/4"(19 mm)spherical solids opacity with e,m vortex impeller b ..� PUMP PERFORM CURVE MODEL 151151/ 53 Dose-Mate aR FaoanLCIJ r This is our fastest growing line of effluent pumps.The 150sedesistrulyaworkhorse designed for reliability under extreme +x n conditions in an effluent environment. 9 x 25D series pump curves cover a wide range gx ro +rz of applications. They are well suited to y w applications with law pressure pipe(LPP) 3€ a xn and enhanced flow STEP systems.Zoeller's m Y cool run design and finish, in addition , a N powder coated allyepoxys finish, L- addition to the hermetically sealed,oil-fiLLed motor Is and non-clogging vortex impeller add up to a long-tasting,trouble-free product. 10 x s APrucAnane: STEP or onsite applications NApE I�At"��pNTMEUg�A ° N N y m p to ® N wo Light commerciaLdewatering WRARWpn9LLaalAll awoNs tmxs o e m ris is w m xN No ao sseCIFMPTIONS rLoN pNINm ou5p • 1-1/2•NPT discharge • 3110 NP dxroagh V2 HP � ��� Available in nonautomatic or with a variable Level ROVE piggyback mechanical switch D • 112,(12 mm)sphedcatsollds capacity with vortex NermaPlasficimpeller SEP 93 124 For more hijornomon,see Technical Dam Sheet FM2]86. 9 ®ALL rights reserved. ZOELLER PUMP COI 502-778-2'n11 t'dOJ64 ..ENVIRONMENTAL..'rho, DJA HEAITM b 5&10 ^u �N :3NJ5 �kLM bK) -"da"L-M D9Ci : IOHd < 'I,.- o098G VM'ONMao a11LY6LWC XOE'O"d Usej1009 Asa o . ONI JNIU33NIJN3 �G � X !P Jai pC S I;y Kilt, 3 Ila e EA lad s� s 5 g8 `'i W'o Ila yn;. I a YE z;y A S � b� I�Emaart I ID AppROVE ��N �V SEP 23 2024 g o s fi T�N�ITN IF;',3 `s} § VIRONM °a$u`3. r = SON COUNTV.ENpJA rs� I I. e - .� MA I3' s8 i E I tl3 jitj zIIpt $x - 3 ^�+ eeJJ GWg� y6 g>qrst I c iE fys#xP?. ae gag� 43 'b G j P Z Ig II IYY6 $ ,53§ 2h 3YS�{ I'�YES�g3x �i L {x yy J $ c� �N6NfE140'tlpp 0e094T4Sy�3 5$ 1 ( 38ISY 5 6RUSEE4e§Y. x ip, �E4 4,. I! !, O r I ouAL PgmAEB+TGR i '. m Brt MI wnere�t�n r l,vC 9m 112•wcl IAASTIC 'I sB•i gIBLME a• r mu P IN G I S RmuCFR r TEE I +•PVCgWOGE i +S I fIENRN LINE CpE LDgp ES7ERCRR MBER TRASH CHAMBER t 2lG A CHAMBER FCfVA LONS ttc' LLOs FMfGJGRttW ] c,di U IRFIt]L 57. FLdW I% Be aB• �; Sr TEE I a +r � + •,•OIFNSER aM9R) F, I., PMPtELTO TM`K WN.L �{• I SLUDDE f+ m s gTONE.FREE NATNESOLL oR COMPACTED w+D C fP OVERVOWSOLL J 1320 waTALLAnox wsTwcTgxg 1)Excavme+ank Wle whh velacal wellst0+loon largerfian ...ME �H EN�/ 4 tank on all aides. }},�d,, 2)fi bamm of Ipla is aanY.Insfall3°of mmpact aeM 8 te+d — _ _,Gut wkh s —3)Install tank in centr of hate.keeping+R sold space on2lecowERall atlas. 4)As tank is filling with wabr,fill in void apaCa wlm mnWal \\ FGPOFgranular(sandy)sdl free of large dumps of day \Install restofsysm, l roof adneaive �B)Plbnn wtrdghtrleaa test in fxi0 as required by local )unsdimon. 1r msER L,])Upon approval to hadlfill,carefully backfill with nativePfgE5IE8 l ICIsoils war by of tank. J _- 8)Final grade the wrface w avoid ohanelfng surface —————water lowaid tank. — �P wm r AEROBIC TREATMENT TANK DET%FORNuWATER BNR-500 TREATMENENVIRO-FLO, INC. PEYSEDWastewater Teatment TechnologiesP.O.BOX 321161,Fiowoad,MS 39232 Sogce: (e]])836-8476 (601)U4 716 fax www.en o-fio.net �(Ci Nu Water i � I � I PARTS UST NuWater NR Assembly Diagram j A DUAL PORTA TOR M.POLY DIFFUSER BAR(3i 9,ST RUBBER W-W/CLAMPS IS, N.C PYC(0 by SECTION) C. T TORFI2 NPT(3j O 1"SUPCAP D.12SUPX4Y NPTApAPTDR P 118'CLEAR PVC HOSE(OPNCNPL r, E 1'STREE' Y INSTALLER)%1?11PT B.S..(S) 0.LT'Pw PIPE(B F fl2 W'ELBOW(3) R.I-PVC PIPE( II INSTALLER) G.1'%f'%1,TTEE S.T SAPIPE(BY TORTOI H.1'90'ELBOW(B) T.v8"BARBEO ADAPTOR TO Pl"NPf Q) ?%1'BU 143 U,1/Y STREET 1M'NPT SUMING13) !.Y SANITARY TEE V t11 F IC COUPLER('n K.1"PK CROSS A P P RV V C UyI6TALLER; L.1'000PLER(BY Il,ETA LLE R) Revised 2/25/12 gl EICAD MASON COUNTY ENVIRONMENTAL HEALTH DJA Clxx w Septic De,3igm, Jnc. e NuWater BNR Pretreatment INSTALLATION& MAINTENANCE Pressure Distribution Systems PAOLA JOY JONN . 'iCEYJaE i N9 Nt:lt" owaes t 1. Install Laterals with contour of the ground. 2. Install trench bottoms level. 3. Install locator tape or rebaz at each end of all drainfield laterals. 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 rebaz). 7. Install audio/visual high water level alarm. Redundant off switch not required. 8. Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 9. 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. 10.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. 11. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 12.Divert all storm water runoff away from on-site sewage system. 13.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 14.No vehicular traffic over drainfield area. 15. Inspect floats,clean filters,and test high water level alarm every 6-12 months as needed. 16.All materials and workmanship must meet County and State regulations. 17. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 18. All manhole lids and access,sampling or inspection ports must have locking covers and be located at ground level. 19.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. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21.Homeowner is responsible for all property lines and easements. 22. Please Note: When you begin using your septic system, contact your septic installer to discuss setting up a schedule for your required Operation&Maintenance on your NuWater pretreatment system. APPROVED SEP 2 3 2024 MASON COUNTY ENVIRONMENTAL HEALIA DJA Io s�ffl