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HomeMy WebLinkAboutSWG2023-00346 - SWG Application / Design - 8/16/2023 imuimilmomr MASON COUNTY 415 N 6TH STREET,SHELTON, ,E 98584 SHELTON: ,S 42 TON, ,EXT 400 584 �(i1q 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: SWG2023-00346 APPLICANT Henley WA 16 LLC Phone: Address: 1537 NW Woodbine Way SEATTLE, WA 98177 OWNER POWELL LESLIE L Phone: Address: 566 E POINTES DR W SHELTON, WA 98584 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 470 E Wood Ln Primary Parcel Number: 320215603015 Permit Description: New SFR - 3BR Pressure Distribution Permit Submitted Date: 08/16/2023 Permit Issued Date: 09/14/2023 4 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 08/22/2026 (based on date of inspection) 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 Drain field 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 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/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECEIVED - 1.� MASON COUNTY Q I w r COMMUNITY SERVICES AM°Ur55 • ` t.'```irSi ) CO CA m C Public Health(Community He ext.40nvironmental Health) _ ;1 thSr.et•Shelton. .98584 r.4� SWG .Z.S. Z 3 b 0 0 415 N.EN Street•Shelton,WA 985& x Z 6 ON—SITE SEWAGE SYSTEM APPLICATION m 1., APPLICANT ;- m Henley WA 16, LLC ! Tom Roth (206) 295-8589 ° Z c MAILING ADDRESS•STREET CITY.STATE.ZIP CODE 0 co NW Woodbine Way Seattle, WA 98177 , co SITE ADDRESS•STREET,CITY,ZIP CODE -1 470 E Wood Ln Shelton, WA 98584 , I o.' W NAME OF DESIGNER PHONE D I N Arrow Septic Designs, Inc (360) 898-2255 a. NAME OF INSTALLER PHONE 0 0 C N PERRMpM��IT TYPE(select One! DRINKING WATER SOURCE "5liGRESIDENTIAL OSS ECOMMUNITY OSS BoommERoploss 5 PRIVATE INDIVIDUAL WELL S PRIVATE TWO-PARTY WELL Z I TYPE OF WORK(select one) 17 PUBLIC WATER SYSTEM , Wf NEW CONSTRUCTION/UPGRADES 5 REPAIR i REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I cn SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE II CC��AIU:DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE W WAIVERS)(IF APPLICABLE) 3 .22 acres 5 I (3)o DIRECTIONS TO SITE AND SITE CCNDITIONS.(ex locked gate) From Shelton take Hwy 3 to (R) at E Agate Rd, at the T by the Agate Store, turn (R) onto E C'' I �'' Crestview Dr, follow to (L) on E Parkway Blvd, turn (R) onto E Wood Ln, property is on (R) b I o with yellow sign "470 E Wood Ln" and test holes are in the back of the lot. I "" 0I SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. (.T1 OFFICIAL USE ONLY BELOW THIS LINE -- UPGRADE/FAILURE SOURCE(Mr reporting porposesi 0 VOLUNTARY 0 MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE ❑COMPLAINT 0 OTHER. INSPECTOR SOIL LOGS I COMMENTS/CONDITIONS il ,1`' e>L 6 5 • -c * 1-/ I( 4 RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: , RY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. CT'.-SIGNATURE DATE APPLICATION EXPIRATION DATE LI TON APPROVED)ISSUED BY DATE fi I / 1 ,/.1A, .--- --.f-5 r.kA q-fel—23 IS ••itt AY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12n/2D15 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 6 — 0 3 0 1 5 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. v 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.Maximum paper size: 11".V 17" .. PARCEL.IDENTIFICATION':: . Permit Number: SWG2__C'23 vv Y 62 Designer's Name: Arrow Septic Designs, Inc Applicant's Name: Henley WA 16,LLC Designer's Phone Number: (360)898-2255 Mailing Address: 1537 NW Woodbine Way Designer's Address: 171 E Vuecrest Dr Seattle, WA 98177 Union, WA 98592 City State Zip City State Zip , i :r . -..:DESIGN.PARAMETERS �., Treatment Device ❑Glendon Biofilter ❑Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter.Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity gPressure IicTrench 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 30 ft Daily Flow:Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) 1,200 gal Number 5 Receiving Soil Type(1-6) 3 Separation 5 ft Receiving Soil Appl.Rate 0.8 gpd/ft` Orifices Required Primary Area 450 ft2 Total Number of Orifices 30 Designed Primary Area 450 ft2 Diameter 3/16 in Designed Reserve Area 450 ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 150 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 2 % Diameter 1.25 in New Slope,If Altered 2 % Preferred manifold configuration used? l 'Yes 0 No Depth of Excavation Up-slope 14 in Transport Pipe from Original Grade Down-slope 13 in Schedule/Class 40 Designed Vertical Separation 26+ in Length 30 ft Gravelless Chambers Required? 0 Yes 0 No lirOptional Diameter 2 in Pump Required? 'Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Dit'f.in Elevation Between Pump& Uppermost Orifice 5 ft Dose quantity 90 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice gHigher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 17.70 gpm gTimer lRrElapse Meter 'Event Counter Calculated Total Pressure Head 7.62 ft If Timer: Pump on 2.5 mi at pinIpt,fretc,, 6 hr Comments r4 s �r t`r f -LP 1 2 2023 -j Y enJ"J ry r. virUNvlErvTA! Jew A DESIGN FORM—PAGE TWO Assessor's Parcel Number:3 2 0 2 1 — 5 6 -- 0 3 0 1 5 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch It Test hole locations CZ Drainfield orientation and layout Reference depth from original grade: g Soil logs el Trench/bed dimensions and g Septic tank Property lines critical distances within layout GZI Drainfield cover ❑ Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property G2S Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts.banks.and locations G21 Laterals, trench/bed,top and surface water and critical areas 6d Observation port location bottom ❑ Location and orientation of g Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components g Orifice placement Other cross-section detail: Q7 Location and dimension of Lateral placement with distance g Observation ports/clean-outs primary system and reserve area to edge of bed '1tf Other Information Buildings g Audible/visu i ar referenced Yes No FA Direction of slope indicator 1: • g ❑ Design staked out g Scale of dr.••: s At, on scale g Waterlines bar �r. •o� •• ' 0 Gi Recorded Notices attached g Roads,easements.driveways, 'a S ilk%)). ❑ el Waiver(s)attached parking • '� # 6� 0 Pump curve attached r ` :u'' ❑ r 'Evaluation of failure g North arrow and scale drawing • 510.349 shown on scale bar .• PAULA JOY JOHNSON •'.ysk Non-residential justification exawes � S� b1_ i �5 S 0 i I Waste strength ❑ ( 'Flow DESIGN APPROVAL The undersigned designer must be no Ai,d by inst ler at time of installation g Yes 0 No 8—( to-23 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 n-site regulations: e W4/1(�� —�Y 23 nvi ental Health Specialist Date CAUTION: DESIGN APP OVAL 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: ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. 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SURVEYORS C!RTIF:CATE, , :... 0.) eliSz. 1t.if CO. CHAO. • I SC ,.'•:.S' '''.'''A•-.(a._18 -'•il Ns I 0.ila-I HERESY CERTIFY:HAT,HAVE C. .5'.:LY SURVEYED ALE 0 0 WO? :is!» :of tts IC (11.-,....... 1hoeverrA/ rerrocA. I 3.Add,hp,' . 0 ...* +- E;r1 PALCA',7Dw,N„K."'.*NITAS"D::::::„w:„Nyyz.f.'75.."„v:,"" • ,. (..3 c?..; „,re d sli.SA al•I 0 HEW , 0 Os' ,st if Cl ID:s.1 . r 1 • • POUND ......r• i I p.r••• . c9 41' 414.4. Me art.si • 0-- i:,...?A. ...it Ilt.Si St WI MI sigap . DARE::AND SURYEYER A. • 1.11 'ill • . . Jr • it ..• ' . . . • '... SEPEN1 2 2023 , .• Illi. MASONVCOUNTYIRONMENTAL HEALTAli ..-„ ...t•folio JBW massisslatioNsmilimismossor 5 - - .,.--?---"' A _ — ___ _--- CS) 5 /('5° = l — 0 . --/ ••A e 5, o .,_ s.,...„,--.,Tht-i_ _ a _ r8 - - {-ofOSe-a- 3 6 �' Kev: Z-1 0 Audio-Visual Alarm 11 o Cleanout L° --? 33 1200 Gallon Septic Tank / { 2-Compartment with / ZS Effluent Filter / V 0 1000 Gallon Pump Chamber ll O Valve Control Box fA Uy , 6g' PPROVE 1 (�„ - SEP 1 2 2023t MASON COUNTY ENV'RONMENTAL HEALTH .1BW Sc (`t = Zoe tt•••4?)) O ro Zo .30 `f0 • : •: ,.j, f.. n Seems, � coft- c. � t ' . �z � -kPax,c� 3 Z02 k—SG- 0 3 0 Itt64.-.:iF.,cArkli.144L4ili::3)1:0,05t11.ta0Nfl.:?...\??„-�,��� i� cf•7 c7 E. Woo& (^"` ,S‘^e.Usd`1 i ' 30 V S • • wsj 1.25 N Io"'`'" r � o Ti oli 5, a, , • • . o , Y 2 " -rypiegit os. „a3_ Detailed Drainfield Layout Sock 1' • 10' 1 1 , , l 1 �����e�Q, o' to' m' Sendy Leas > Reek , Ael"111 it PPROVEI. SEP 12 2023 • �' ' •IV a t' `k '?; . � !1 2.1� `„� "' t MASON COUNTY ENVIRONh1EPJTA�h / CPO _. _, 6• J B WLI EAUr i RD* • ZC 45 Degree EJD.. - Lftlyd Rstittideo Lays Droinfield. • Cross-Section View G1~ Not To Seat ' Nola Grout to be trees O to 0 Iowa* Maw Ft'ir!»Q ee00e. Meek on* met Attar. Glow Cot Notes O v ° Part Fy Rep:red at fear Fid of fad+ f.rl:d'To�l 4' PVC Pie fres St m of TrencA fe...4... .),A`JI,� tod ��. Aa A aid to P. . 4 1 MAsy ,7O,-) T CO No. �°` � � s)� Arrow Sep isDesigns Ai Ilittone ,Told R ode �� 5'0 49 , is (360) 898-2255 . nLkcA- S +-ta2'- PAULA JOY JOHNSON . Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 360 30 60 6 30 30 2 360 30 60 6 30 30 3 360 30 60 6 30 30 4 360 30 60 6 30 30 5 360 30 60 6 30 30 Total Lateral Length 150 Total#Orifices 30 GPM = 17.7 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) # Orifices Transport Pipe 30 30 0.18 ft. Feeder Total Lateral Line Length Lateral#1 30 2 32 6 0.07 ft. Lateral#2 30 7 37 6 0.08 ft. Lateral#3 30 12 42 6 0.09 ft. Lateral#4 30 17 47 6 0.10 ft. Lateral#5 30 22 52 6 0.11 ft. Total Elevation Lift 5.00 ft. Total Dynamic Head 7.62 ft. I I APPROVE SEP t, 12 2023 %'" MASON COU^1Ty ENVlROA��?ENTAI HEAL ,• . .: w LTH 8 4 ..4 4'`o•??• �.h • ,p.+1 r . 49 ,1-} et.F.'AU.LA JOY3JOHNSON •TIlS tiT01;:3N�fi" ns ©Fs-, • i E�tM��' C.�Ji 13 7, 139 .,.' • Bronze construction available(139 series) > t • 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 a performance is critical, this robust `. i PUMP RO moDELRRMANCE/140 CURVE family of pumps is known for reliability, /145 durability and performance. These F`• " ., ,��������� pumps are especially suited for harsh �� ' , IEIN11.11.11 environments. Zoeller's cool run design a .......... to and corrosion resistant powder coated a ■`.■■■■■■■ C epoxy finish add up to a long-lasting, �,�.■�■■■ trouble-free product. • x 71 w AS MEUSE.■. m APPLICATIONS: a ■■M,■■■■■. n 1 • STEP or onsite applications ' .■IIILMI■■■■ C • Water transfer g,1 0 ■.�,,■■■■■ • Light commercial dewatering - , „ '�-",.... Z SPECIFICATIONS: 4 o 5 " ■■■■'MI'.. • 1-1/2"NPT discharge ���"SA ���L�`� • 1/2 HP i ugh 1 HP MADE IIIN THE UUSA , •' �L��M1��\ • Available in automatic or nonautomatic ■■.■■�■� PI • Model 137,139,140:1/2"(12 mm)spherical solids capacity with vortex impeller 4 . % •0 10 2 10 p 10 TO • Model 145:3/4"(19 mm)spherical solids capacity with -.-"3, w 1N 4.; r,7..=a •r.,s 152656 vortex impeller u Y— a `N ,ra- 151, 152, ,�.____. W; ww PUMP PERFORMANCE CURVE `ww- [ MODEL 151i1521153 Dose-Mate 543 This is our fastest growing line of effluent ilk to 46 153 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 = ,o_ 35 152 of applications. They are well suited to o 30 applications with low pressure pipe(LPP) Z enhanced flow STEP systems.Zoeller's o S- and 25 cool run design and corrosion resistant, 0 6- so powder coated epoxy finish, in addition to the hermetically sealed, oil-filled motor 15 and non-clogging vortex impeller add up to 4- a long-lasting,trouble-free product. 1 70 2� APPLICATIONS: �. 5 • STEP or onsite applications MADE IN THE USA 10 20 30 e0 50 60 70 80 90 100 • Light commercial dewatering OSIER ULORIn OEJ.S.W11l T GALLONS LITERS 0 40 80 120 160 200 240 280 320 360 SPECIFICATIONS: " APPROVE FLOW PER MINUTE 04508 • 1-1/2"NPT discharge • 3/10 HP through 1/2 HP 0 Available in nonautomatic or with a variable level fl.:::MA piggyback mechanical switchC��J 1Z • 1/2"(12 mm)spherical solids capacity with vortex 1� 2U7,�thermoplastic impeller �OI�COUNTY E viRON11�E,For more information,see Technical Data Sheet FM2784.ncot1tiTq(C All rights reserved. ZOELLER PUMP CO. I 502-778-2731 1 8i is-7867 I zoetlerpumps.com 9 0•Mmeire . , • . • - , . SECURED LID Yrni GAS'Mtn'W,1, 1 . 1 - • WI INAMTER \ 1 i AeerSS RISER t i , =MN GRADE 1 _ I ! . - • , . 1 i 1 ----:: La.' ,e• I 1 "-•.--1-" TO PUMP -r-o-I-FTr--ffs : ,I ---1, auumig 1 --...------------ 7--- i &'n '••----4-- H • ' FRO/4 SEWAGE i 1 TING MAT i 1 ! , ROA 1 i I 1 ! i . souRCE ! : : i / :.... ! , 1 i • 1 1 1 i 1 I ! 1 i ! ROVED 1-4*11— APP EFFWEIrr •i RISER \t V3-0 646-% 1 1 i I 1 • . SEODEENTS i I • 1 • ' eNkfl5Z) -1 1-----------A---------- I ..--....----Tj -SON COUNTY ENVIRONMENTAL HEALTH : '\I P P R 0 V E SEPTIC TAMK _ (TYKCALI ,-,i SEP I 2 2023 ' SECURED Lti,WITK EAS Tlial4T SEAL DW ..\\ 7, IMIMAgairOM . ETER 1 , A RIEER .i G . Ni____: SERMICE I MUSK RADE . _ "-------IF---'--I. VALVE g mom saw= TANK 71-F 1-1----- tr: 77700Anicuu, ME :. LI ., ,I vt,. • 11 A 1 aERGENCY STORAGE . : • i I ANTI SIPHON 1 . RIM WATER ALAR/4 LEVEL 1 .. 1 •: • •< • 1 .. ‘ H i I VALVESH i --C NORMAL T OFF a .(---T DIDIEPENoENT -----"'"*- f ii r FLOAT STEN . ' ,... ' FOR RA/AT I ENCLOSED PUMP - _....e.,„ /i 1 1 NOuNTING . szzSL em,61-c-t l _ SEDDaras 18" -• i SUBNERSZELE - I I CENTMEAL PUP4P DUMP CI4AuBER ' . i'I eTYPICAO : z AS NEEDED **Note: Septic Tanics must meet standards required by Vd".. C.chapter 246-272C • FIGURE 2 ,, , . , and manufacturer must be on the Dept of Health list of registered sewage tan.ks.** . , - rl 1 of S - \rf✓fVKFiii• V epiic \ 01 '4", :7�tk INSTALLATION &MAL'V N A_'�CE �4 5100349 r r Pressure Di uton Systems ' ' PAULA JOY JOHNSON ' 'kli _ C $tO rgSION A.. 1. Install Laterals with contour of the garoizicl. 2. Install wench bottoms level. 3. Tnsra it locator tape or rebar at each end of all draiafeld laterals. 4. Install observation ports as indicated on the plot plan_ One required at distal end of each lateral 7n drainfield with bottom extending to the drainrock'native soil interface. Glue "T"to bottom so Observation Port cannot be easily removed from ground. 'nsta`,l removable cap on top of port at alai ae.de leve' 5. Install drainfield during dry weather and s0%l 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 pun p screen (min. 12 sc. ft. surface area,not to interfere with controls or floats.) Or pump screen may be substituted with Bio-Tube in septic tank. Pull bio-tube every 6-12 months and flush back into tank. - 9. Install anti-siphon valve above pump in primp chamber to prevent the pump cha mber from siphoning into the drain.€ f d. Tinoutletlineprevent d a back into the 10. Ins-in,l check valve p-L�, ��_et to p_.,v.._t system Cron"pm `raining pump chamber, 11. Tee to Tee consyrucziion between late_;s aLc.1 mantrol with ornces or=ented at 6 o'clock. Install laterals to the manifold with the or Ices 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 fi`ng. if the drain rock extends above natural grade,run the filter fabric at least 2 inches down thetrenchwall. 1 enc' 13. Encase all water Limes within 10' of dra.infe d and under any dr-'veway/park_ng areas. 14. Divert all storm water runoff away from on-s to sewage system. 15. No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the d_ra'nfield and reserve area. 16. Have the septic tank and pump cb rr ber pumped or inspected every 3 to 5 years. 17.No vehicular traffic over drainfteid area. 18. Inspect floats, clean filters, and test high.water level alarm every 6-12 months as needed. 19. All materials and wor1ianship must meet County and State egulatons. 20. Deviation frotn this desi without prior approval from the Designer and Mason County Environmental Health Depart=ent wi_i Tn.s ce this des_ null and void. 21. All r`larhole lids a-->d access, sampling or inspection ports must have locking covers and be located az ground level. 22. All pressure systems with a pump chamber outlet higher than the dra infield must have a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. 23. Al?transpor`limes under driveways or parkingareas must be en` Cris hing. 24. Homeowner is responsible for all property lines. ' V Ir sty SEP122313 g © � MASON COUNTY ENVIRON MENraI �`��- Jgw