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HomeMy WebLinkAboutSWG2023-00471 - SWG Application / Design - 10/31/2023 WA 584 MASON COUNTY 4t5N6THELTON: SHELTON, 96 .EXT 400 BELFAIR:360-275-4467,EXT 400 -71e If Public Health & Human Services ELMA.360 482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00471 APPLICANT WILLIAMS ROBIN M Phone: Address: 2518 LACROSSE CT SHELTON, WA 98584 OWNER WILLIAMS ROBIN M Phone: Address: 2518 LACROSSE CT 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: 51 SE Holly PI Primary Parcel Number: 319045600009 Permit Description: 2-bedroom pressure system: REPAIR Permit Submitted Date: 10/31/2023 Permit Issued Date: 11/06/2023 Issued By: David Anderson Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system). Permit Expiration Date: 11/0312024 (based on dale 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/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. gc —OFFICIAL USE ONLY MASON COUNTY0 D l 0 di - 4222 t l is COMMUNITY SERVICES �� _ IRRE"" 4762 �'; FAD 1p7� Pue10 Health(hero WA aHealth/Environmental toSo .m.m.lHeaRnl 201,2) - et)(14 tl m SLUG y ON-SITE SEWAGE SYSTEM APPLICATION r APPU GNT Jack & Robin Williams (360)790-9763 Zz 3 MAILING ADDRESS STREET CRP s AT_TIP CODE co WA 98584 rg o A 2518 Lacrosse Ct Shelton MI SITE ADDRESS-STREET.GTE ZP CODE 51 SE Holly PI Shelton WA 98584 0- ( `'' I (n 360 8 I .- N.AMEOTw eER ( ) 98-2255 Arrow Septic Designs I m NAME OF INSTALLERPRONE r=R < CD IO PERMIT TYPE(seal ore' OR!NKIrre oven SOURCE 5 fR RESIDENTIAL 055 h 00MMUNITY O55 F.COMMERCIAL 05S C1 PRIVATE NDIVIDUAL WELL 5 PRIVATE-ONO-PARTY WELL I2 I A L 7 PUBLIC. HATER SYSTEM TYPE OF NORR seTowe: qL P NEW CONSTRUCOON,UPGRADES rl REPAIR I REPLF EMEN- E DETAILSI MEa 0 ABLE IX REPAIR BU2AA ❑ SUR AOINS SEV P E 0O.STING FAILURE 0 SHORELISRCO CO I � W DESIGN FORM(REOCIREOI Gil SEPTIC DESIGN(REOUIREDE REDwrotils 2 BR yrOZ .15 acres o o �WAIVERIS)SE APPLICABLEI DIRECTIONS o SITE AND SITE CONDITIONS no noon' Head North on N 6th toward W Alder St. Turn (R)onto W Alder St. At the traffic circle, take the 1st exit. Turn (L) onto SE Craig Rd. Turn (L) onto SE Cole Rd. Turn (R) onto SE Holly o I 0 PI. Destination on (L). "51" on black mailbox. I SITE MUST aE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST SE FLAGGED MTH TEST HOLE NUMBERRS. I 0 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE Imnwon no opposes, 0 VO_UNTARY 0 MAINTENANOEJPUMPING O BUILDING PERMIT ID HOVE SA:E OCOMPLAINT 0 OTHER INSPECTOR SO E_DSS .-TN/PANTS:CONS,TORS THI' 0- tYc1 Tktb- 2 9 L LS RPSf4F ZG' U/ Plc f TH3.0 -?Z t S. + i. 27IF of 32 . L/ 40- E RECORD DRAW ND OTT) ,_TA..:ID.N REPORT SOB VERDE$ EXTREMELY R'R005 REOUIE ED FOREI W.LAPPROVAL A GRAVELLY s SAND O - SILTC c INSPECTOR E,SNATDRE DATE APPLICATION E(P:RATIONDATE /, 1 (/5/ z3 ! 131ICtEl 14z, 1116/TDz3 :AL THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE DESIGN FORM-PAGE ONE Assessor's Parcel Number: 3 1 9 0 4 - 5 6 - 0 0 0 0 9 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. '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: /1 V 17- PARCEL:IDENTIFICATION Permit Number: SWGW.3-oo9h Designer's Name: Arrow Septic Designs, Inc Applicants Name: Jack 8 Robin Williams _ Designer's Phone Number (360)898-2255 Mailing Address: 2518 Lacrosse Ct Designer's Address: ili E Vuecrest Dr Shelton, WA 98584 Union, WA 98592 City State Zip City State tip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter ❑.Mound 0 Sand Lined [grainfield 0 Recirculating Filter.Type: ❑Aerobic Unit Make=Model D Disinfection Unit Malec/Model Other: Drainfield Type ❑ Gravity g Pressure Gl Trench 0 Bed ❑Sub Surface Drip Septic TanldDrainfield Specifications Laterals Number of Bedrooms 2 Schedule:Class 40 l Daily Flow:Operating Capacity 180 gpd Lengh 25 tt Daily Flow:Design Flow 240 ,+pd/ Diameter 125 in Septic Tank Capacity(working) 1,000 gal _' Number 4 Receiving Soil Tyoe(1-6) 3 l Separation 5 ft Receiving Soil Appl. Rate 0.8 gpd/fl Orifices Required Primary Area 300 fC-"" Total Number of Orifices 20 ' Designed Primary Area 300 ff Diameter 3/16 in Designed Reserve Area 300 ft'-- Spacing 60 in Trench/Bed Width 3 ft -- Manifold Trench/Bed Length 100 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 5 ,o Diameter 1.25 in New Slope-If Altered 5 /o Preferred manifold configuration used? Si Yes CI No Depth of Excavation Up-slope 12 in Transport Pipe c from Original Grade Dowrslope 10 in Schedule/Class 40 Designed Vertical Separation 14+ in Length 40 ft Gravelless Chambers Required? ❑ Yes El No g Optional Diameter 2 in Pump Required? gi Yes D No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Dift_in Elevation Between Pump&[Uppermost Orifice 5 rt Dose quantity 60 gal - Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity (flood) 1,000 cal — Pump controls: Please check those required. Uppermost Orifice @ lr Higher O Lower than Pump Shutoff Timer fi�Elapse Meter Cr{Event Counter Capacity Total Pressure Head 11.80 gpm 6hr Calculated Total Pressure Head 12.32 ft If Timer: Pump on 2 min .Pump off Comments a , I06—a DESIGN FORM-PAGE TWO Assessor's Parcel Number: 3 1 9 0 4 - 5 6 -- 0 0 0 0 9 Permit Number: Sw'G DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch g Test hole locations 65 Drainfield orientation and layout Reference depth from original grade: g Soil logs Rf Trench/bed dimensions and M' Septic tank 65 Properly lines critical distances within layout 65 Drainfield cover ❑ Existing and proposed wells D-Box'Vahe box locations Reference depth from original grade within 100 ft of property 65 Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts, banks, and locations V Laterals,trench/bed, top and surface water and critical areas Gd Observation port location bottom ❑ Location and orientation of V Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components 61 Orifice placement Other cross-section detail: g Location and dimension of Enteral placement with distance If Observation ports/clean-outs primary system and reserve area to edge of bed building+ Other Information 16 Audible/visual referenced Yes No g Direction of slope indicator ❑ Design staked out g Scale of draw " gn -h � on scale g Waterlines bar 0 If Recorded Notices attached g Roads, easements. driveways. ❑ g waiver(s)attached parking o _1a, g ❑ Pump curve attached - ' ',,N. Gil 0 Evaluation of failure g North arrow and scale drawing At7.7 N;h shown on scale bar `a' 1J 19 � Non-residential justification PAULA JOY couusov'frl 0 [�Waste strength zsiL10EWa4� br$1 'eR o seg /t r - - ❑ Qf Flow DESIGN APPROVAL The undersigned designer must onfie by i stalerat time of installation RI Yes 0 No it h" 3t z3 nng9�. Si Sgnature of Designer Date 9 k„ ��pp 'the undersigned has reviewed this design on behalf of Mason County Public Healt a determiptl%ttb'�e in ayslt\ii compliance with state and local on-site cc, ations: 0 , " it- tJ`NA ll/6/loL3 ��= o�,ink � P fnviron eutal Ilealrh Specialist Dad CAUTION; DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped' Approved" by Mason County Public ITealth_ ������ V V The Onsite Sewage Permit has not expired, the Permit Expiration Date is: II ✓ 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. r Updated Date: 12/72015 Arrow Septic Designs 171 E. Vuecrest Dr. Union, WA 98592 October 30, 2023 Mason County Department of Health Services 415 N 6th St Shelton,WA 98584 RE: Jack&Robin Williams(Parcel #31904-56-00009) Evaluation of Failure Dear Inspector: Attached is a replacement septic design for a property located at 51 SE Holly Place, Shelton, WA 98584. There is an existing 2-bedroom manufactured home installed in 1968 that ties into a gravity septic system of the same era. The existing system has a 1,000 gallon 2-compartment concrete septic tank that was upgraded in 1992 followed by 80 lineal feet of original gravity trench drainfield(240 s.f). The septic system was recently inspected for a home replacement, and it was discovered that the drainfield is not taking water properly and has root infiltration. The owner has decided to move forward with a new septic system along with the replacement of the home with a new 2-bedroom manufactured home. The old tank will conflict with the location of the new house, so it is to be decommissioned or removed and replaced with a new 1,000 gallon minimum 2-compartment septic tank with an effluent filter. The septic tank will be followed by a new 1,000-gallon pump chamber. The new drainfield consists of 300+s.f. of shallow pressure bed using an application rate of 0.8.The system will also have a control panel including timed dosing,a counter and elapse meter to prevent overuse and facilitate ongoing operation and maintenance. There are no surface water or well setback issues and we have designated a full reserve drainfield area. The property owner's contact information is as follows: Jack&Robin Williams 2518 Lacrosse Ct Shelton, WA 98584 (360) 790-9763 If you need further information,please contact my office at(360) 898-2255. Sincerell . is � s 1 tsh Mas Nov 20 23 g V' PAULA JOY JOHNSO ` DJ4 �� h'^tr L �i D Ld�F,RIS"eFl rl [ astete wa[er Treatment System Designer V L 45_ 1-7Z- . - c; C) • r, —Ce...- e , . _ . _ K ADOUN'S Na 1 N-• A PORTION OF THE Si NW° SEC 4 T 19 N. R3W WM '03 MASON COUNTY. WASH DESCRIPTION st::7 a..to:::::::.•: .r...foratromr Clarto,ar Sec tloo . •• . "'th.'in.." "l""'F.'L.S."."' , \ Oa O athoodin.to Fistrosarth4 lo lloate•a or ilag,re al mr la,raorro a mop cos„,ma a,...r,tam.,,m. 5 . 'I •1, h mataa rm.,of sreaa.Brunkamt Loop Paa, therm 1 't• iLtru.:6-:°:,ta-,-..,-,:7;:,„,--tz-.F,of::;:.,:,:tpaky Of mold Cthoth those o 1 Lthtb QM. 53 Wm,rung tile I) ' 1... • • Yor-tamtray are Of...is Lot Ili •"Ur"a Mit..“ .o. ' , :. J 7.. , 7 \ SCALE j. 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F. - 00.4- EC5 ' o.C. ,cr"^ leo �$o �F — SE c(LESCEr� yR — 1 I `e-e — —S �Pe Th I �"8-1°"` _ I I ,-, 4:— iii), k ' 14, 50 ►W2 — _ — — Ii I NI 1 \O • 141 H 4. .h I / - � n 4r� ��� �IGR o to xo 30 AOilli 4,`A DRRWRCTE PLOT PLPtt, pgcc.L4: 311o4-510- 00o09 �� p - � Acl� + ROBINS Wi�u It gns 'r'n-Ct.. ijky .5' I SE Ro—LY PLF as rcE ��062023 Audio-Visual Alarm_b- , r t s t-t F t�To N3 of 8 s84 i 3 Cleanout D VI4L HEq;.. _•crf. [ 1U1C4d 0 1000 Gallon Septic Tank 2-Compartment with ilk—' }L Effluent Filter ZQj' , cJ }YDC t7 � 9 ,I ` cr k veo+� -ICc tita ' 3 1000 Gallon Pump Chamber 3b 1 S t reajcs l-.p svta IN OS Valve Control Box � 3 �l r ek1 O 0ld -k.--K- 40 be ra..�.e0ed Y,t or c4 ecv“..mt 55in^ea `y�'??OJ� © Otd 1 8R .y.eb•, Ie- lobe • r 1. y poeci 12' X4-7 13-: pgUl/ JOY JO9 H NaON'� ® F W OSed z. V y � m0'o• • E :Cla " ksa ' ovne t5' x Go' i' v °1 ` snars- is/ _ A T, cAS COo ... 9 7 k.z.sitthea" . "IN*ej2. 1Ss EtS:::' 4— (.zsrr O s zit -rlr Lur,ciPor-k- Li ,,,,.._ . 3t e r Z5 ., O^^ . BRA, � U 1 ' rr o a 'a :crA Y `a9 W:` I see,.. h O i �'' :'?i'' st- - h C PRULAJOVJ0NNSW NOV 0 6 2023 *"4_Liarastomgi Fl scc b asos t, ips el -c r VrA 1r4, - Total 0beaysl<n Pal Detailed Drainfield Layout COP NO. • E* ye r - ro °°e I I st I t I trC rya /F' Fifer Petrie 0 t0 ZO' Onoitl GroO- -� srf le ■ C4) �s' 1 .25 Sched. 40 Laterals z-vz• or ass toted 22" CS) 3/ 16- Orifices @ 60- O.G. IQ ",Reck 6• Per Lateral. 1st R. Last Orifice 30• From End of Trench } W + Screw-On C<p 45 Deere Ebert Lyaa Restrictive Layer _ End of CitU _ Drainfield Cross-Section View Dew - oea, cm Not To Setae Note Oqa ut to be from 0 le 6 holes C OW Nets 0 • Cbevctlen Pert Feyle6 Cave. Mak olds wen Reber. than Out Te Be i PVC P . has B>Rm of Tram!, Repied at Its Ertl of Each Lateral Te Feared Groat. Raewmle CeP red be bMtmea m Mavalitn Pert FCe. Anchor. Co 6ytee Rill, (iad-On Tea Arrow Septic. Designs Winn " 4 Tyr Required nSystem (360) 898-2255 Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line(In.) Cleanout3 (In.) 1 300 25 60 5 30 0 2 300 25 60 5 30 30 3 300 25 60 5 30 30 4 300 25 60 5 30 30 Total Lateral Length 100 20 I GPM = 11.8 Total#Orifices Dynamic Head Calculations Selected residual pressure. 2 ft Length (Ft.) #Orifices Transport Pipe 40 20 0.11 ft. Feeder Total Lateral Line Length Lateral#1 25 2 27 5 0.04 ft. Lateral#2 25 7 32 5 0.05 ft. Lateral#3 25 12 37 5 0.06 ft. Lateral#4 25 17 42 5 0.06 ft. Total Elevation Lift 10.00 ft. Total Dynamic Head i 12.32 ft. 5' �' PAULA JOY JOHNSON • •• goS nes IA'er n p . g a NOV 0 6 2023 V 13741 F Bronze construction available(139 series) �J ) gr " 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 _ - PO°— �,,,'E opswcecypaE familyofpumps is known for reliability, durability and performance. These '-I .' ®I♦� pumps are especially suited for harsh ,-flpfln ... environments.Zoeller's cool run design dl and corrosion-resistant,powder coated - ` 3 epoxy finish add up to a long-lasting, _ �, —■—f— trouble-free product. 13 KiiiiMa APPLICATIONS •R • STEP or onsite appl'cations ‘ al • Water transfer EMI ` • Light commercial dewatenng • __ • SPECIFICATIONS: '' �a • • 1-1/2"NPT discharge e `an: • 1/2 HP through SHP MADE IN THE USA 111 _- • Available in automadc or nonautomatic 011161102917aF0SNINI - • Man: • Model 137.139.140:1/2"(12 mm)spherical solids , N ann capacity with vortex impeller • Model 145:3/4"(19 mm)spherical solids capacity with "y, vortex impellerry 152658 I A Y 151, t '> 92 s PUMP PERFO NCE CURVE �' Dose-Mate o* eq,E. 4°1°4 50 MODEL 151/ 52/'53 This is our fastest growing line of effluent IA— m 153 i .__I t pumps.The i50 series is truly a workhorse I I designed for reliability under extreme 40 conditions in an effluent environment. ! aE 150series pump curves cover a wide range i ry- of applications. They are welt suited to s sa — I—-- applications with low pressure pipe(LPP) : e. 1 81 and enhanced flow STEP systems.Zoeller's o 25Ti I - -' cool run design and corrosion-resistant, 1 powder coated epoxy finish, in addition to the hermetically sealed, oil-filled motor sI. and non-clogging vortex impeller add up to - /�':I a long-Lasting,trouble-free product. 'c I APPLICATIONS: s IC 2C ac ea 50 6o To e �' • A STEP or onsite applications ��/ r MIEAYliggRIh3.SJiBT • sa too • Light commercial dewatedng uurv=' SPECIFICATIONS: WFPS 0 40 03 Ix 1w 200 242 sec 320 iW 2E FLOW FEE.MINUTE • 1-1/2"NPT discharge 6 F^y� subs • 3/10 HP through 1/2 HP @R.+.e� a•.. • Available in nonautomatic or with a variable Level Px 'ic 0 V`, '•9 piggyback mechanical switch k., e • 1/2"(12 mm)spherical solids capacity with vortex tiny thermoplastic impeller n 6 7027 For mare information,see Technical Data Sheet FM2784. p ©All rights reserved. ZOELLER PUMP CO. 1 502-778-2731 1800-928-T88T [ zaetlerpumps nom 9 —1 of_ 1 SEWS,LTG IVAN GAS MKT SEAL I 24, 1 __ ! ! aen. —� FROR 58RA6E FLacme pat Sa(RLE i I� I 1 j N ( Amon 1 11 ; H 1 L peo Cqiiasi&I E soars ! f i cm,w--n,..An 1 L/ ____ _ _ NOV 062023 MA504:OA-,,�'a00NMS4iAC HE4Lr DJA SECURED LW Warn GAS TENT SL r TlNEAOiD MOM at'DUSTER t ACCESS RISER SEIM y s Mal BADE aas�:: rRa14 TANK h TO DRAf1H�C T1RK ` eat STORAG 1117S39RW1 i !. t i VALVE* 1HUM(EATEIlA6ARO LEL 1 i TIMER DFF1E11H. I WORKING ! 1 POR RLIT RDAS STEM i ERA DUMP ROORIa c-ceciaLcorcy}l amoeIELE ' •1flatlet PUNS f •A81EE= "Note: Septic Tanks must meet standards required by WAC chapter 245-212C "FIGURE2 . and manufacturer mustlth!"i tanksbe ,aaofa hik avialu Septic Doign4 ,4. LYSTALLATION & MAINTENANCE y .,,,. 2. Pressure Distributor. Systems PAU=A , oeAsoa X fES bbiGNrn- 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°lot plan- One required at distal end of each lateral in drainfield with bottom extending to the dreinrockinative 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. 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 drairicea 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 van orifices oriented at 6 o'clocic install laterals to the manifold with'the orifices at 12 o'clock, (do not glue), after pressure test and Environmental Health Dept. approval, `urn 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. II-Filter fabric required over drain rock prior to back filling. if the drain rock extends above natural wade,run the filter fabric at least 2 inches down the tench wall:. 13. Encase all water lines within 10' of drainfeld and under any-driveway/parking areas. 14. Divert all storm water runoff away from on-she sewage system. -5. No Cain drains allowed w_nb, 10' or 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 to 5 years. 17.No vehicular taffic over drainfield area. 18. Inspect floats, clean filters, and test high water level alarm even 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. An manhole lids and access, sa=spiirre or inspection ports cost have locking covers and be located at ground level. 22. All pressure systems with a pump ch-Tber outlet higher than the drainfield must have a 1/8"hole drilled in the discharge pipe above tie p`p to prevent siphoning. 23. All transport lines under driveways or parking areas must be encased top ve�tperushing. 24. Homeowner is responsible for all property lines. P R O V E D NOV 0 6 2023 .; MAECA'CCnccr _ .i;RJNMENTAL HEALTH Qee- `I DJA