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HomeMy WebLinkAboutSWG2024-00357 - SWG Application / Design - 8/23/2024 584 MASON COUNTY 415N6 SHELTON: ,SHELTO70,EXT 400 $HELTQN:360d27-4467,EXT 400 BELFAIR:360-275-0467,EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 FAX 360427-7787 On-Site Sewage System Permit: SWG2024-00357 APPLICANT SCHERZ KRAIG G Phone: 253-221-7312 Address: 9320 STEVENS CT NE LACEY,WA 98516 OWNER SCHERZ KRAIG G Phone: 253-221-7312 Address: 9320 STEVENS CT NE LACEY,WA 98516 SEPTIC DESIGNER PAULA JOHNSON' Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER SHANE MAPLES' Phone: 360463-9474 Address: 911 SE Arcadia Road SHELTON, WA 98584 Site Address: XXX BE Snider Rd Primary Parcel Number: 320255090544 Permit Description: New 4-bedroom NuWater BNR500 system Permit Submitted Date: 08/2312024 Permit Issued Date: 09/2312024 Issued By: David Anderson Current Permit Fees Paid: $540.00 (ealbonelfees may be ra9mied Gaon Inetmuon of system). Permit Expiration Date: 09/1712027 (based on ate minspubdon) 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 or 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/onvironmentaVonsiteloss-inspection-request.php or call: 360-427-9670,extension 400. : t ... OFFICIALUSEONLY WTEMKF MASON COUNTY COMMUNITY SERVICES °"" o m MIkMWN lCnmmuMylMehlv£nWomwlYlXmkN1 W Q .N PP_..AA_ SONG Z N o N ON-SITE SEWAGE SYSTEM APPLICATION 3 n mPHONE m APPLICANT 221-7312 g r Kraig 8 Marjorie Scherz (253) 0 c P oDE 9320 Stevens Ct NE Lacey WA 98516 9 m J &TEADptM STREET CITY ZIPCOEE �rt,Lt� SE Snider Rd Shelton WA 98564 °' 7S6` N ( NAMEOF OEBIGNER PHONE S I N Arrow Septic Desgins (360)898-2255 Gj NpMEOFINSTFLLER PHONE 0 I O Maples Excavating (360)463-8474 y I N ppYMITTYpE(uY<IaHI OPIING WRIER SOVRCE RESIDENTIALOSS EICOMMUNITYOSS 15COMMERCIALOSS jr,R PRIVATE INDIVIDUAL WELL �PRIVATETW6PARTY WELL Z I� TYPPEE.0 NCnX D, ON) 01 PUBLIC WATER SVGTEM , fry NEW CCNSTRUCTION(,UPGRADES EDREPNFINEPLAGEMENT OTHER DETAILS NwW (YN) r�TABLE LY REPPIR I IN sumfmALs ❑SURFACING SEWAGE ❑EXISTING FAILURE O SHORELINE LOT BE IO �OESIONFOFDA(REGUIRED) INSEPTICDESIGN(REOUIRED) SEp OCEES A , EDWAIVER(S)(IFAPPLICABLE) 4BR 2.18cres I� OIREATIONBTOSITEANDVTECONpTIONS'.N•KK Pw) Head north on N 6th St toward W Alder St and turn (R). At the traffic circle, take the 1st exit. I o Turn (L) onto E Arcadia Ave. Turn (R) onto SE Gosnell Ln.Turn (R)onto Snider Rd SE. r Enter at driveway for"361"on red post at driveway. Follow access road to gate.Test holes I� on (R). p EO MOMYLM/,OAD LVO TF91xOLEe YUST EF FIAOOEO IMIX,EeT MOLf NUMeENi A I A OFFICIAL USE ONLY BELOW THIS LINE U W RARE I FAILU RE SO JFOE(la„pNNQ Pl 1) ❑VOLUNTMY D,MIMENPNCE/PUMPING [38UILDINGPERMIT QHOMESALE ❑COMPLAINT E30THER. INPPEClOR 9CILLOGs COMMEIRSICONDITIONS IRMw 4h T6�� W �) -4{ 1HN4/APf' D ` C 11 p[Ju 3 mall S 7(( Wl r QlrS{ Gf �1 Py RECORO ORAN,NG AND NSTAUATION REPORT W CODES: V=VERY Ga GPAVFILY Ba SFHD L=LOAN LT C•CIAY E•EATREEADY R•RWTS REDV WEO FOR FIXALAPIFDVAL 1 ff SIGNATVRE DATE APPDWPON EXPI0.4TIDN DATE AWL( PPROVEW ISSUED V DATE .-T1119 FORY WY BE SCANNED AND AVANABLE FOR PUBLIC VIEW ON THE MASON CCI WEESITE R[VI L 7 T]1. L " DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 5 — 5 0 — 9 0 5 4 4 A design will be reviewed when 3 copies of each of the following are submitted; r 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. v Cross-section sketch,including all applicable items on checklist. This form may be scanned and available forpublic view on the Mason County Web site.Maximum paper Size: FARCEL IDENTIFICATION Pern.Number. SW6 Z97`,`003 Designer's Name: Anow Satre Designs,Inc Applicant's Name: ! ' Kraig 8 Marlene Sche. s Phone Number: (360)896-2255 Designer's ni Mailing Address: 9320 Stevens Ct NE Designer's Address: U n.Vueaesl Dr Lacey WA 98516 Union, WA 98592 Ci State Zi City State Zip DESIGN PARAMETERS`. _ ., , u•.r: Treatment Device ❑Glendon Biofiluu ❑Sand Filar ❑Mound ❑Sand Lined Dc i.5.ld ❑Recirculating Filter,Type: ((Aerobic Unit MakeMiadel NUWabr aNR500 pisinfection Unit MakeTdodel Other: 500 gallon pne bash tank Drainfield Type ❑Gravity Pressure 6l(Trench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 4 Schedule/Clas 40 Daily Flow:Operating Capacity 360 gpd Length 67 — ft Daily Flow:Design Flow 480 gpd Diameter 1.25 - in Septic Tank Capacity(working) Nu Water BNR500 gal Number 4 Receiving Soil Type(1-6) 4 — Separation 9 ft Receiving Soil Appl.Rase 0.6 gpd/ft'- Orifices Required Primary Area 800 fe Total Number ofOrifices 56 Designed Primary Area 804 fie Diameter 3/16 in Designed Reserve Am 804 fit Spacing 60 in TrenchBed Width 3 ft Manifold Treach/Bed Length 268 'l ft Schedule/Class 40 - Elevation Measurements Length header ft Original Drainfield Area Slope 5 % Diameter 1.25 in New Slope,If Altered 5 ' % Preferred manifoldconfigunintion Et anifold configuration used? IG Yes ❑No DepthofFaravation 11 -3 e 9 in Transport Pipe from Original Grade Wwnalope 7 in Schedule/Class 40 Designed Vertical Separation 12- in Length 70 ft Gtevellcm Chambers Required? ❑Yea ❑No NrOpfional Diameter 2 in Pump Required? I f Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications ay Numberofduses/day 4 Diff.in Elevation Between Pump&Uppermost Orifices $ it Dose quantity 120 gal Dminfield Squirt Height/Selected Residual(hmd)M Z 1% it Chamber Capacity(flood) 1.200�. gal Uppermost Orifice Iffiligher Cl Lower than Pump Shutoff Pump Jcontrols:Please check those required Capacity Q Total Pressure Head 33.04 Elmo mT rater GrElapse Meter 6i(Event Counter Calculated Total Pressure Head tt-6o ft If Timer: Pump on 2 minutes pump off 6 boors Comments 1r�lo DESIGN FORM—PAGE TWO Assessor's Parcel Number.3 2 0 2 5 — 5 0 — 9 0 5 4 4 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ed Test hole locations 19 Drainfield orientation and layout Reference depth from original grade: la Soil logs 56 Trench/bed dimensions and E6 Septic tank 16 Property lines critical distances within layout 9 Drainfield cover lid Existing and proposed wells 21 D-Box/Valve hox 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 2 Laterals,trench/bed,top and surface water and critical areas 19 Observation port location bottom ❑ Location and orientation of 19 Clean-out location ❑ Curtain drain collector curtain drain and all absorption Id Manifold placement ❑ Sand augmentation components 19 Orifice placement Other cross-section detail: 66 Location and dimension of 91 Lateral placement with distance Rf Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 19 Buildings Elf Audible/visual ferenced Yes No 0 Direction of slope indicator Rf Scale of draw' scale Ed ❑ Design staked out la Waterlines bar ❑ 9 Recorded Notices attached A Roads,easements,driveways, ❑ 19 Waiver(s)attached parking ...,t, ❑Pump curve attached E9 North arrow and scale drawing + O Evaluation of failure shown on scale bar v PAMA JOY JOHNSON Non-residential justification fCNM Rf Waste strength —Hwircs aer3>�jto 9Flow DESIGN APPROVAL The undersigned designer most be no 'fi by taller t time of installation 06 Yes ❑ No ( 3 -Z1-1,4 -- Signature of Designer Date 4A The undersigned has reviewed this design on behalf of Mason County Public Health and determine incompliance with state and local on-si egulahons:/y 7 EnviroMmentid Health Specialist Date FN 01 h y CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING[,COAOy: The design is stamped"Approved"by Mason County Public Health. The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 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 maybe canned and available for public view on the Mason County Web site. Updated Date: 12/72015 'NM ;40173kS '00 a991Yn-7 331NV14 L- ON iSI a iIYlliSLtiOan•i 1dONS �0N130MNd Xblt L' Yb .XO 6suu A9 a3SW �G u49e d 3F m3 Alms ONW00d db NUUX� SMnW 3AYMtld 3Ni!N UYIAUVW 'M dtYG SVN A{NIOJ NOSVN VMNNVM F: 'F 1 Q 1+ntliNJO .4COx m R it d - CL acre 1. : .9O iaGC � 1 N3nd013-}30 ;1!rcnn 0" ''.% ?02 J�C:..1 • 4:A rt � � 03rtCJddy VO ` �- —�.��Mcisu�ioars 1baHs ��� •� ___ S9d.S65 s..i.�- C Ek `` Otd II -kyL r, «° CLOT LO-V- # 24" 5\+r; Sc�tE: 1"=so ' I l ZA —43 mo-Pr�s"' f4 I WWAh pLoT vtRN to Sl + loam Kftmr }I"�f1R�oRlESCHERZ SE SNIDER- FD i I - cj�t,�cor3�tn)A r16s8a � _ Ol AUND-Visual Alats b O2 Qeamux w � � © 500 G on Pre-heap tack Oq NV W.BNR-500 ATU Tank l © 1,100 Gallon Pump Chamber l�Ls QQ' Ovoa coaam Bat (9)3 X6-1 "FRifA/A'Zy E�le9h ctI OL. wl„t PPROVED SEP 2 3 2024 ` MAS NCOUNTY ENDJA MENTAL HEALTH j l + wRy I 4 BFL rrousE vAULA JOY JGNNSO" :. L HI 0 i 3�1 c� of (sit O a ro'7 % o e Las„ \v Ura Cod oRSr�oG�S TO y1 = w i,a 'tj RIA uAwEcoNBAU VHV6 APPROVED SEP 2 3 2024 YY MASON COUNTY ENVIRONMENTAL HEALTH Detailed Drainfield layout DJA Thy o...rr Pa'1 saw s, 20 o 5,* Per ED7ri ow rra ' Cw / fv S/i b Z,� ,.. • �' '. 2_12• 133' LaMrA � siu '4 0 74 M 4 6 ��PPAUTA JOY JOHNSO�N . V, PRPEi 1 �j Wa.On CAD t L'•I• AS Agee FIDe� Lotatl I p arstlw Lays 'EM Dranfield Cross Section View NM T. Sr.M b W fra. 0 b 6 new Ma. r raa�.! 6r.ev. Merle M w P.Cer: CMa, OW Nelc 0 - IbIrYft Par Pa}i.d N Sr EM DI Earl, Leb'LL Pp (ran B e Tra �� a W Septic Desi ns OW w,a�ee Dn aYMC. Perj PP.. ADr.Na' Arrow S e 9 q �OnTM (360) 898- 2255 �p .f T" Pear.. n Syo1 Length Length Orifice # Distance from Distance from Lateral# (In. (Ft.) S ,in Orifices Feeder Line In.) Cleanl2t In.) 1 804 67 60 14 12 12 2 804 67 60 14 12 12 3 804 67 60 14 12 4 804 67 60 14 12 Total Lateral Len th 2681 Tolal#Odfces 56 GPM= 33.04 •J n Dynamic Head Calculations 03Jp 2 ft Selected residual pressure: FAULA JOY JONNSON•. I .. Length(Ft.) #Orifices Transport Pipe 70 56 1.30 - ft. Feeder Total Lateral Line Length Lateral#1 67 2 69 14 0.71 ft. Lateral#2 67 11 78 14 0.80 ft. Lateral#3 67 20 87 14 0.89 ft. Lateral#4 67 29 96 14 0.98 ft. ft 56o APPR T ead amic H 11.68 ft. OVE c SEP ? 31014 S'Ll s!!9[ MASONCOUNITItRNMFN7At bQ' HEAL t,O&Q towmrelrsnatr°uL TiteiAOLViRtt� S ACCON e I�t� 1MCMT AM . Mp�CBR.TSTORAOE IRYAIE' MXWALTOMOfstl11 L WOFAMOVOLUM . Grp etnenewr — O1�L7tWY1[- I7Ja0 04-ke" emMtetrowao• - is^ . VANOW" teoMetrs attMrow p{8dypmLl l memo Meet standard re4W d by WAC chaptera 27�2C Id FIGURE 2' sepilic Tanks Must be on Dept OfHmltis list of e arome a m rsion a available 45 s series) High head version available(1A3 seder) "' "• Double shaft seal versions available far added protection Flow-Mate on models Satoon,5. For more models 1 Information,see technical Dam Sheets FM2782.FN27e3. In high head dewatering or effluent applications where pumping q �reNrnuwsow+s performance is critical this robust a` Nwamnmu family of pumps is known far reliability, durability and performance. These pumps are especially suited for harsh environments.Zoellerscaolrun design and corrosian-resistant powder coated epoxy finish add up to a long-lasting trouble-free product. ApPLICATIONta: �Y STEP or Antes,applications {• Wamrtransfer Light commercial dewatering SPECIFICATIONS: q�/•/� • 1-1/2-MPT discharge �� 112 HP through 1 HP MADE MIME ON{{AA • Available in automatic or nonautomatic 1a1611WgAlEMa11Ml • Model 137,139.140:1/2•112 cam)spherical solids capacity with vortex Impeller • Model 1":3/A-(19 mm)spherical solids capacity with .mmimpeller ra. PUMP PERFOR CURVE MODEL f /15py1 DOse-MataOr, gqulJh fiNT w This is our fastest growing line of effluent 1° o pumps.The 150 series is truly a workhorse designed for reliability under extreme n °0 conditions in an effluent environment 150 series pump curves cover a wide range of applications. They are well suited to y as applications with lowpressure pipe(LPP) €3 a N] and enhanced flow STEP systems.Zoeller's M coal run design and corrosion-resistant m ° powder coated epoxy finish, in addition to the heretically seated,off-fiLLed motor +s and non-clogging vortex impeller add up to ° A a long-lasting,trouble-free product 10 APPLICIITON& STEPoromfteappacadons MADEI- °pgA N A ]° tl m tl ID 0 • Light mmmercialdewatering NrukuOI 11.1m OIIIOK o m a ca m SPECIFICRTIONe: tl N � 4 1tONPEPNIHUiE • 1-1/2-NPT discharge 3/20 HP through l@ HP V Available in nonauromatic or with a variable level APPROVED piggyback mechanical switch 1/2-(12 mm)sph hricai solids capacity with vortex thNmapiasticimpeller SEP 2 3 20A For ma re infarmAdd,see Technical Dam Sheer FM2786. q 0 All rights reserved. ZOELLER PUMP CO. 1502-778-27311 800-e2e-7e67 lM"NV TNVIRONMENTAL HEALTH DJA (00&To yyrraee uYxa3me SIN 31 9 59g[-Lfi9 (WE7 �XHd 899L-LSS WC) '3NCHd �T -N TJ'0 40936 VM bNflOtl93llltlfi Z6 XO60'e w ysejl 009 :A8031�""� •ONI JN12���NIJN� >I� aaw.sn.mwn. tLlElS '.31VO lip 6 _ 14:{ � tY gX 5 ¥2 E �\ I VCR, t :s w El d i E g opt �ry" de � 6� Sri fill X �a I X;Sp � e a£pm8S�6 :sJ4raQ_�p$§Q�. (��I a�aJ W 'ia _G� PH Ty ^ " 1 1wz � Y�yeic3� guil y Y��s 9.T WAL PORTAERATOR, I La)vFMIWI R19AFAEP9 M) 1 t•PVO(1YP1 Vr PVGI MpaTIC �I 9T MP%. AIRLatE 6' r OOUPLMG e 6' R®UCER r TIM 1'WC SLUDGE IT RETURII LINE II I YPW TRASH CHAMBER DIGESTER CRAM9ER CIA R F1ER CpEMTNG WAC1iT.N)GALLONS CiEMTD ACA ,4:dE1GPLL GNAWER FLWG WPCRY'Pa11' L,G FLOO[I WPCffY:<F GALLONa Tw I I 3r THE 5e 1T w H P P r o"p GIFfl19Eaa v FAFPLELro TMANKI(wNL a• 4 e ERETURN II r / t5•TMER "f" MASON(;OJNT(ENVIRONMENTAL HEALTH GnGc nttaAcren spa"o IL WER STo"v sort 11WALLAT10 N*M 8 1)Ex:swAe tank hole with ve Wl wells b 1 foot larger Man Mink on all atlas. 2)tt IZVam of nose is story,krstall3'of mmpacl santl a level 3)Install tank in center of hole.keeping 1 R veld spore on „ R NgIGwER all aides. 1 gran tank is tilling wl water.fill in void spade with mmpecf rovGF 1 granular f)sdl hee of N'Ma mpaafplay. it 6)Install read of sYstern.s afix rlsets to atlepters veah I a waterproof adhesive. II II l 6)Parbml waterE9htneas test in field as required by local p6stlic6on. Ili tr RISER I',,. 1 7)Upon approval b beckfill,dsre(ullY badlfill with native l W/ SnFR ICI dolls over top of tank. _—__—JL--j 8)Final gMtla the atatam b amid dhanetling suit L—___---L-- water towand tank -s..+--zen 0� AEROBIC TREATMENT TANK DETAIL FOR NUWATER BNR-500 TREATMENT UNIT ENVIRO-FLO, INC. ��' 3101112 wastewater Tlealm M technologies P.O.BOX 32/181,Flowootl.MS 39232 scu.e — (877)836-M76 (601)845-/716 fex 1" — 1.4 ft. www.ert( )o. t ��Nu Water i � i - i D PARTS LIST NuWater NR Assembly Diagram A DUAL PORTAERATOR M.POLY DIFFUSER EAR(2, S-W RUBBER W IN CWPB(2) N.Y PVC f 3 LY SECTpN) 3 D O NPi(3; O t"SUPCPP OIRSUPXI2NPTAPTOR P. f/Y CLEAR PVC HOSE(OPTIONAL 5", E.p gTpEETY 14 NPT 9LL4M NG IW ..III R PIPE I6Y;N6T4LER1 F.1?W ELBOW(3) R,t"PVC PIPE(BY INSTALLER) (\ G.t-X-E tR' M B.11PVC PIPE(BY I ORTO1 i.t'90'ELBOW(3) T.1/9'BPRBEO RDAPTOR TO 1/t NP!0 T X t-WSHM U IJT STREET X IJ4-NWT BUSSki[NG[2) K.I.PVCCROW W'Z COt1PLER(B'/IIF� LL91i ROVED L.t"COUPLERMIY ALLER) ' SEP 2 3 2024 Revised 2/25/12 MASON COUNTY ENVIRONMENTAL HEALTH op.I p DJA Clxxaca Septic D"igw, 9r:c. NuWater BNR Pretreatment INSTALLATION &MAINTENANCE Pressure Distribution Systems PAULASJOY JOHNSON'. PI RW 1. Install Laterals with contour of the ground. 2. Install trench bottoms level. 3. Install locator tape or rebar 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 drainmck/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. 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 drainfreld 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 n your NuWater pretreatment system. �wpp OV �+ SEP 2 3 2024 MASON COUNT'( lO ENDip, MENTALHEAI.TH