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HomeMy WebLinkAboutSWG2025-00001 - SWG Application / Design - 1/3/2025 MASON COUNTY 415NBSH STREET, 0427-97WA9658q SHELTON:360-427-96]0,EXT 400 Public Health & Human Services BELFAIR:360-2]5-g467,EXT 400 ELMA:36"82-5269,EXT 400 FAX:360427-7787 On-Site Sewage System Permit: SWG2025-00001 COQ N 1 1 APPLICANT MEIKLE JONATHAN B &SARAH R Phone: Address: 50 E CATFISH LAKE RD SHELTON. WA 98584 OWNER MEIKLE JONATHAN B&SARAH R Phone: Address: 50 E CATFISH LAKE RD SHELTON, WA 98584 SEPTIC DESIGNER PAULAJOHNSON' 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: UNKNOWN Primary Parcel Number: 321347590121 Permit Description: Now 3bd ATU to pressure trench Permit Submitted Date: 01/03/2025 Permit Issued Date: 01109/2025 Issued By: Rhonda Thompson Current Permit Fees Paid: $555.00 (addalonal was may ba oagwwa ebon mslaiwi.a or ayswml. Permit Expiration Date: 01/08/2028 (based on dew o@wyacuon) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drainfield installation not to exceed designed upslope and downs/ope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS, THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/healthienvironmental/onsite/oss-inspection-regUOSt.php or call: 360-427-9670,extension 400. OFFICIAL Up ONLY ' MASON COUNTY Dj 03 ear ® COMMUNITY SERVICES MIS$ REEINEDB `m y p RI WCdtxWR un xn�nnronmeMnlXakM L IS SWG -. L M, o 2 N ON-SITE SE M APPLICATION s 'n a rn 0 APPLICANT J� Jn(� P( Jon Meikle 360)239-4472 c �, MV UNGPDDRESS-STREEr.CITY.STATE Z11CODE 3 50 E Catfish Lake o She@on WA 98584 m $ITEADEDIR IS STNEETUT�ZIPCOCatfish Lake D 0=9 a helton WA 98584 I w NAYEOFDEEIGNER rl Fll( RIONE IN Arrow Septic Designs L-� T (360)698-2255 NAME OF INEMLLER ONE O I J County Line Development, LLC (360)292-0909 < PERMITTYPEN&NI DRCINNINGYVATERSOURCE w CA)I I�'RESIDENGONMIlNRY0S5 HCOMMERCIALOSS O:PRNATEINDNIDUM-WELL ff PRNATETVAIPARTYWELL Z TIALO33 FU IA 1PE OF V.CRN(NMLI6MI IS;PUBLIC WATER SYSTEM ®NEWCONSTRUCTCNIUPGRADES EREPAIRIREPIACEMEM OTxER DErAILs,Mien aura,appbl OTABLETXREPAIN I -4 EVENIT s O SURFACING SEWAGE ❑EXISTINGFAILURE OSXORELINE IS ZDESIGNFORM(REOVIRED) IifSEPPICDESIGN(REQUIRED) BEEFI I LOTSIZE r FEWAIVER(S)RFAII ICABLE) 3 BR 1.76 re w x ( ' PIREcrIONETD a AND SITE coxrlGNs.N=.,«.w PY., Go out Hwy 3 and turn (L)onto E Mason Lake Rd. Turn (R)onto E Catfish Lake Rd. I CD yDestination on (L). Yellow sign: "Meikle" C 1 H IN OFIIpYYYN ROAP AVO rEBT/N%Ed YYBT SE F1Af EO MTM TEST NOLENUYBFRi I —N + OFFICIAL USE ONLY BELOWTHIS LINE U PGPIDE/FAILV RE SO (b ryryAS pwpMR) ❑VOLUNTARY INTENANCENUMPING OBUILDINGPERMR QHOMESALE E3CENA M OOTNER NSPECTOREOILLWE COMMENTS/LCNOITONB SOILCCE. RECORD DRNMWNGAND INSTA UTION RE➢ORT V=VERY G=GRAVELLY S-SAND L=LOAM SI=SILT C•CIAY E=ESTRENEV R-RWTS REQUIRED FEVIRALAWRMAL INSRECRIR SINATURE WTE AFFLICANONI-MNATONEATE AW OATIONAPPROVEMISSUEDBY tQ �GATEf ` qm IR�zs THIS FORM MAY BE SCANNED AND AMICABLE FOR PUBLIC VIEW ON THE MASON COUNTY MESSITE REVISED 1W12013 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 1 3 4 — 7 5 — 9 0 1 2 1 A design will be reviewed when 3 conies of each of the following are submitted: •Completed design forth that has been signed and dated. °Scaled layout sketch,including all applicable items on checklist a Scaled plot plan,including all applicable items on checklist. Cross-section sketch,including all applicable items on checklist. This form may be scansion and available for public view on the Meson County W eb sae.Maumum Purer size 11"X IT" - -r PARCELIDENTMCATION Perm�tNwnbcc SRGU✓J- 0000 ' Designer's Name: Arrow Septic Designs,Inc Jon Meikle Designer's Phone Number: (360)898-2255 Applicant's Name: _ � — Mailing Address: WE Carl Lake Rd Designer's Address: 171 E Vue melt Dr Shelton WA 98584 Union, WA 98592 Lit, State !: Cit State y: s DESIGN PARAMETERS Treatment Device ❑Glendon Bioniter ❑Send Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filler,Type: G(Aemblc Unit Meke/Model Nummer BNR-500 ❑Dismfeenn.Unit Make/Model other: 500 gallon Pre-trash tank Drainfield Type ❑Gravity afP.M= E(Trench ❑Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 25 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 6 Receiving Soil Type(16) 4 Separation 5 ft Receiving Soil Appl.Rate 0.6 gpd/ft Orifices Required Primary Area 600 {(s Total Number of Orifices 40 Designed Primary Area 600 ftz Diameter 3116 in Designed Reserve Area 600 ftz Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 1-2 % Diameter 125 in New Slope,If Altered 1-2 % Preferred manifold configuration used? @(Yes ONo Depth of Excavation tlPnope 12 in Transport Pipe from Original Grade w..n-slope 11 in Schedule/Clses 40 Designed vertical Separmion 17 in Length 90 ft Gravelless Chambers Required? ❑Yes O No If Optional Diameter 2 in Pump Required? Id Yes ONo Dosing and Pump Chamber Pump/Siphon Specifications Number ofdoses/day 4 Diff.in Elevation Between Pump&Uppern ost Orifice 15 ft Dose quantity 90 sal Drainfield Squirt Height/Selected Residual @cad) 2 ft Chamber Capacity(flood) Ulm gal Uppermost Orifice Id Higher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity©Tom]Pressure Head 23.6 Spam l7(Timer li(Elapse Meter VEvent Counter Calculated Total Pressure Head 18.32 ft If Timer: Pump on 2 mint'ma Pump off 6 hours Cnmmems A P 1AN 09 2025 MASON COUNTY ENVIRONMENTAL NFALT l RET DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 1 3 4 — 7 5 -- 9 0 1 2 1 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-section Sketch R1 Test hole locations 69 Drainfield orientation and layout Reference depth from original grade: 19 Soil logs Ef Trench/bed dimensions and Ed Septic tank IL Property lines critical distances within layout 61 Drainfield cover It Existing and proposed wells Rf D-Box/Valve box locations Reference d from on within 100 ft of property Septic tank pump chamber original 6mde Cl Measurements to cuts,banks,and locations and'estnchve strata: surface water and critical areas Observation � Laterals,trench/bed,top and port location bottom ❑ Location and orientation of 19 Clean-out location Cl Curtain drain collector curtain drain and all absorption Rf Manifold placement ❑ Sand augmentation components !b Location and dimension of FA Orifice placement Other cross-section detail: Primary system and reserve area Ed Lateral placement with distance id Observation ports/cleanouts to edge of be Buildings Other Information RI Audible/vi referenced Yes No 6A Direction of slope indicator lid Waterlines 19 Scale of wn on scale PI ❑Design staked outbar c l� f' ❑ GA Recorded Notices attached Roads,geasements,driveways, or •+•„ ❑ Rf Waiver(s)attached t 19 ❑Pump curve attached North arrow and scale drawing �" ! ❑ B(Evaluation of failure shown on scale bar ,:/ si PApLA JOY JOHNSON.�>r Non-resideotiel justification I:fC I_ W9 NE Y), ❑ Of Waste strength r , CCC����AAADDD ❑ RfFlow DESIGN APPROVAL rThe�demigned signed designer must 'fled by'nstaall ce at time a of installation Rf Yes ❑ No aigna[ure of Designer — i_3'Daft has reviewed this design on behalf of Mason County Public Health and detemtined it to be in e with state and local on-site regulations:u � M. � 1qk Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved'by Mason County Public Health (� Q✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ Dtainfield 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 re uired. This form may may be slammed and available for public Wew on the Mason CounTy Web site. Updated Date 12 7i2015 C0�3tX2S �RIwWR�D.F. SCA�� - 7 lb Pr•N 0 US -60 45 s0 P�,SE�JE AdaJP PLrT 'PLflN _ Joni MEIK�E CAFI, pIS-W L.A`ef R� PRopcSEa � -- ,� SEFEL-rotJ uJR `iSSa� 3 8tl 2-7'-AW Q=_rEST HOLE #lt �'29'Scwd�tm.H t-Teats �o Rat;ems Ui N at Ui 14so @ 36 ® N 42 : o -2-q "S -t-ye i5{o ce..i,rne¢?an y � � �, r uzo C 32'• za' 1-24, o tFyap TES '' pMP05�o 3 V(1RRG E - s � If,1$TRLIfR (�l19ST JER-iF� ' 1 too�m;n• IBO� FeO Weil- aEFoR.E +eo-F. jNiTALLIIJG DRAIKPIEca� Kew. Audio-Visua!Alarm 3 r. O2 Cleanout _Y W � 500 Gallon pre-Trash tank NuWater BNR-500 ATU Tank fcmgr OY JOHNSON'. 1 L1CFF15� " �5fGN O 1,000 Gallon Pump Chamber t O6 Valve Control Box Cyt�;s'^ Late Rd � 310 ' m',hwumF � _ aRRIN FIELD �o t APPROVED JAN 09 2025 qt , 0 2 MASON COUNTY ENVIRONMENTAL HEALTH RET St g N 4k a a„ ZS.. r R (W 1 0 y.,:�, PAULA JQY JOHNWN'. IIII Lb•i$ - h' `SIC 9 re?S 1 IVai.u-t. o vmw r, Note: (Trench with Infiltrator Layout)ScAk& -- l = to O-Obser ration Port-to be 4^solid PVC pipe from top of mfiltnuor to finished grade. A removable cap shall be installed on O V E D observation port pipe. Screw observation port AP P R into mfiltn tors so they can't be removed. Minimum of R in system. JAN 0 9 2025 Latemis are to be centered in trenches. MASON COUNTY ENR T NMENTAL HTH EAL SCREW ON CAP Fiu^� 45 ON ELBOW OR 0 Maroc LATERALSWEEPING 9U -1Y1 -ow*oEµ DITC END F DETAIL CLEAN OUT t l •r .i L_r,�l k'C O�j 2S"LOA_ � 12 n NOTE, CLEANOUT TO DE FROM 0 TO 6 f'1 cj INCHES BELOW FINISHED GRADE. MARK ENDS WITH REBAR. CLEAN OUT �-611 REQUIRED AT END OF EACH LATERAL. 25'Treob/Bed-End tenet m t3011"1 I1-7e ' ODHces W O.C.(5 Orifices? 30^from Manifold ya.t' 24'from Elbow Z q U Elbow 6'from End ofTrench/Bed Je� I Length Length Orifice # Distance from Distance from Lateral# In. FL Spacing Orifices Feeder Line In. Cleanout In. 1 300 25 60 5 30 30 y 2 300 25 60 5 30 30 0 3 300 25 60 5 30 30 % T 4 300 25 60 5 30 30 lJ 5 300 25 60 5 30 30 6 300 25 60 5 30 30 T 7 300 25 60 5 30 30 r" O /V 8 300 25 80 5 30 30 A .� rD O Tolal Lateral�To191#Onficean tg_tl 200 GPM= 23.6 m nn m Dynamic Heart Calculations i v Selected residual pressure: 2 ft. _ ' d~ Length(FL) #O A Transport Pipe 90 40 40 0.80 fl. P Feeder Tool Lateral Una Length ry Lateral#1 25 2 27 5 0.04 11 Lateral#2 25 7 32 5 0.05 ft. Lateral#3 25 12 37 5 0.06 ft. Lateral#4 25 17 42 5 066 itat 141 Lateral#5 25 2 27 5 0.04 ft, i4� PAULA JOT JOHNSON i Lateml#8 25 7 32 5 0.05 ft. LiC ( Lateral#7 25 12 37 5 0.06 ft. � 1 Lateral#8 25 17 42 5 0.06 ft. Total Elevation Lift 15.00 ft. Total Dynamic Head 18.32 ft SECURED LID WITH GAS TIGHT SEAL THREADED uNON 24'DIAMETER ACCESS RISER r SEWAGE FINISH GRADE VALVE• FROM SEPTIC t---+TO DRAhN"ELD TAMS rl EpENDENCT STORAGE ANT18N'HON VALVE NIGH WATER ALARM L.EM — .1NOEPENOEITT NORMAL TIMER OFF LEVEL WORKING VOLUME FLOAT STEM FOR FLOAT MOUNTNIG ENCLOSED PUMP SEDIMIXT SHROUD• — .CHECK VALVE Is- DEDIYIXTB '='.Lfll'Al surMeERa18LE ---- cENrwFUGAL Pure r - PUMP CHAMBER L YPICAu 'AS NEEDED Septic Tanks must meet standards required by WAC chapter 24 272C and FIGURE 2 manufacturer must be on Dept of Health list of registered sewage tanks. W♦ril Publication#337-022 -Poll 35 D1765 _ 7 ar 'f Bronze construction available(139 series) „v High head version rvailable(145 series) Double shaft seal versions available for added protection Flow—Mate on models lap/145. In high head tlewatering or effluent foraw.information,see Technical Dam Sheets FM278;FM2783. applications where pumping performance is critical, this robust ¢@ nmowwctaas family of pumps is known for reliability, - iromm�wus durability and performance. These pumps are especially suited for harsh environments.Zoeller s cool run design and corrosion-resistiont powder coated epoxy finish add up to a long-lasting, trouble-free product APPLICATIONe: STEPoronsiteapptications 8„ . • Watertransfer $. Light commercial dewatering BPECIFICATION8: 1-1/2'NPT discharge 1/2 HP through 1 HP • Available in automatic or nonautomatic uM9AGEIN HECK Model 137,139.340:1/2'(12 cam)spherical solid, opacity with vortex impeller • Model 145:3/4•(19 mm)sphericat solids opacity with vortfinnthn �Ul PUMP PENFON UP Dose-Mate MODELt 152/t FIVE N This is our fastest growing line of effluent to m 1 pumps.The 150 series is truly a workhorse designed for reliability under extreme 11 w conditions in an effluent environment. 150 series pump curves cavera wide range °° rN of applications. They are well suited to applications with tow pressure pipe(LPP) n and enhanced ROWSTEP systems.Zoeller's 8 coot run design and corrosion-resistant powder coated epoxy finish, in addition s ro to the hermetically sealed,oil-filled motor is and non-clogging vortex im patter add up to s a Long-lasting,trouble-free product. 1° APfYNB: �-! 1 s • STEEP Por or onsite apPlicationz �py ° Lightcommercialdewatering dI WNTHE p11811I to n m N va N I G LaNB OPOCIFICAT10NO: UIFaS • am m APPROVED 1-1/2'NPT dischargeh L2HP ° [ 3/SOHPthroug °g • Available in nonautomatic or with a variable Level JAN 09 2025 Piggybackmachaniolswitch 1/2-(12cam)spherical Lids capacity with vortex MASON COUNTY ENVIRONMENTAL HEALTH therraplesdc impeller pL• FOthaare information,see Technical Dam Sheet FM1784. RET O AN rights reserved. ZOELLElt PUMP CO. 1502-778-2731 1 800-928-7867 1 wellerpumps.com 9 c ryry 1 . . . . . . . . . . . � . . . . . . . . � . . . �. / �& @gvm 5a / 2» 8%Hag¥SN3N3 � \ � & \ � \ « Ra & % ¥I . �( \ ; ! . ( \ % g� V !/ %/ !� ! �: # � ® APPROVED§ JAN # zlzo ( . . MASONCOUNTY tx T ¢ m % # FRI ,\ / \ 9 �- + ` � 4 $� § �y , . 1 s ° 7 8 �i \ ! \ t ! a ��,) u ® » � ft / w . S'Y I WRIERII6NT LID VFM MP) � WKPORIAEMMSI NSEA6(M) �1 I ]S MAK 1 PVC IiYP) 1?wC M1 TIC AIRl1NE r CD(.IPLING 6 REDUCER e• S EE 1r P U RtTURN RN LINE r we TRASH CHAMBER DIGESTER CHAMBER CLARIRER O nNGWACRN<t]GgLLON$ I OPERATNG CgPACrtY:<31GMLON3 CHAMBER FLODD WACT.K a LCN8 FLOOD CgPACTY:09t GALLON$ IIa GN.LOXB IN, all• FLOCU 1918ALi m' YX 1? TIES APPROVE JAN 09 1015 pIPNaERaAR$ , r vARptEL rorANx wAu a• L Di r � I SWOGEPEIURN 8�qN�Ar fsrARaR 1' STONEFREE NAIVE SOIL IXi COMPACTED SANp D18TALUTIDN INSTRUCTIONS OVER GTONYSOIL 1)Excavate tank hole with mfmi wails to 1 foot larger plan tank on all Was. 2)N babm O1MIe is atmY.inaWl3"of romped NM out wIM srxae0. all ad". d .tank in center afhde.keepinglRvoitl spacem )— -----1r-----97W� all$Siall4)As tank is Ailing Wkh water,AN in Mid space wkh camped N•RMMgmnul8r(sandy)ana Area ofl,W dumps of as,5)Install ngn of system 8 afix risen;MWap,,, ry, �� E)Perform wateN9hiness test in flak as reauirec by local �I 1)Upon approval W backNI,carefully b,W,w,,napve I I 1r RISER I sail$OW MP of tank. II I' 1 S)Wb grave pre surface fq avok chanelfin9 surface II DfflESZEe Ilt walertowarO tank L____---L_____--JL_—J � TtIp NAV r-zsrt AEROBIC TREATMENT TANK DETAIL FOR NUWA TER BNR-500 TREATMENT UNIT ENVIRO-FLO, INC. REV44ED: waahwater Treatment Teolrnologi x 3/01�12 P.O.BOX3211B1,F/ow .mS 39232 (an)836d476 (60O-1)45 71e fax a`A" Nu Walter APPROVED I �. JAN 091015 ! V"Q�N�EN�RRONMENTAL HEALTH I I I PARTS LIST NuWater NR Assembly Diagram j F.OUgL PpRTAEFtgTOR M.POLY OIFFUSER MR{Z R.W RUBBER 9p•:Y/CUJIPE(2) N.1'PVC(]12 SECT N) C.W MRSEOAOAPTOR X t2'NPTI O.1'SLIPCAP O.t?'3IIPX NP UA ORNG(D) 1 K P 1 PT BO . YCLEAR P✓(HOSE(OPTIO) b e.i'STREE'% ? PT SM O R"P PIPE(By iNBTALLEP. E.iR 8T ELBOW(3) R,t•WC PIPE(BY INSTALLER) G.1'X 1'X 1?TEE 5.7 PVC PIPE(BY INSTALLER' Y.1'0-ELBOW(3) T.W MFUSEOAOAPTOR TO W NPT(2) 2 X P BUS-UNG U.12 STREET X VP NPT BUSHING(2) J.Y SANITARY TEE V I1Z PVC COUPLER(2) 5 1'PVC CRO= W.TCOUPLER 43Y INSTALLER) L.P COUPLER(BY INSTALLER) Revised 2/25/12 B� � Clmw Septic Ajigm, 9nc. NuWater BNR Pretreatment INSTALLATION & MAINTENANCE - n Pressure Distribution Systems 5100240 PgULA JOY JOHNaOH . UC al: T1�5'Ira}IEYt.. 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 draimock/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 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 most 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 JAN 09 203 MASON COUNTY ENVIRONMENTAL HEALTH Ja 01 RET