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HomeMy WebLinkAboutSWG2023-00338 - SWG Application / Design - 8/10/2023 MASON COUNTY 415 N 6TH STREET.SHELTON,WA 98584 SHELTON:360-427-9670,EXT 400 J ` 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: SWG2023-00338 APPLICANT PRESTON RONALD T & KIMBERLY J Phone: 206-250-8170 Address: 2816 W BERTONA ST SEATTLE, WA 98199 OWNER PRESTON RONALD T & KIMBERLY J Phone: 206-250-8170 Address: 2816 W BERTONA ST SEATTLE, WA 98199 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION, WA 98592 Site Address: 7070 NE NORTH SHORE RD Primary Parcel Number: 222093400190 Permit Description: 4-bedroom pressure system Permit Submitted Date: 08/10/2023 Permit Issued Date: 09/12/2023 Issued By: David Anderson Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system). Permit Expiration Date: 08/23/2026 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning 9 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. OFFICIAL USE ONLY DATE RECEIVED: l 5_2 N D MASON COUNTY /) 0 CO co AM NT R VED: I REC f CO m COMMUNITY SERVICES n �, - Public Heakh(Community Health/Environmental Health) G (/�' ` L (A Q • .. s,Sth Street it,WAor 95554.!2 400• ✓,^/`+ 26 `3 O6: O S h.Cth Snee'-SFeY.c�.WA9B58< vV v __, z u Jz `i��3 ON-SITE SEWAGE SYSTEM APPLICATION > 73 p11r' m r f PHONE r APP�,1 (206)250-8170 Z . t - i . Preston z MAILING ADDRESS-STREET,CITY:STATE,ZIP CODE Seattle WA 98199 CD 2816 W Bertona St • SITE ADDRESS-STREET.Cl ZIP CODE Belfair WA 98528 iv NE North Shore Rd plio�:=_ I N NAME OF DESIGNER (360)898-2255 PHONE Arrow Septic Designs N.)NAME OF INSTALLER G I ( o DRINKING WATER SOURCE Q PERMIT TYPERESIDENTIAL one) I (� p q PRIVATE INDIVIDUAL WELL i...PRIVATE TWO-PARTY WELL Z Ltti OSS i7,COMMUNITY OSS COMMERCIAL OSS m PUBLIC WATER SYSTEM TYPE OF WORK(select One) C F-r I I W g NEW CONSTRUCTION/UPGRADES L.I REPAIR i REPLACEMENT OTHER DETAILS IselecC all the!applyi ❑ TABLE IX REPAIR 0 SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE O SUBMITTALS iia 6 LOT SIZE iirDESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS 2--,� BR 2.01 acres I o EWAIVER(S)(IF APPLICABLE) DIRECTIONS TO SITE AND SITE CONDITIONS'(e..Iockedpete) I I O Take Hwy 3 toward Belfair and turn (L) onto Old Belfair Hwy. Destination on (R)just after Shoofly Creek. Yellow sign: "Preston" o I -I I (0 Io SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER. COMMENTS/CONDITIONS INSPECTOR SOIL Tif1 : 0-L66OGS t V(71-S SOS°(,'/ ( pd 7V. 1 xx reS r ! V 1 IjZ_ 0_ SK USc i 0 �G 90e ( fwG 10 2023 W ►/C. -tir� ,b0) Pt : 0-rffr Kit-5 ev______21... : : JQreS - RECORD DRAWING ANC INSTALLATION REPORT I t VOILE V=VCRY C=GRAVELLY S=SAND L.LOAM Si=SILT C=CLAY E=EXTRE•dELY R=ROOTS REOUiRED FOR FINAL APPROVAL.1 APPLICATI PROVED!ISSUED 8Y DATEINS? T SIGNATURE DATE APPLICATION EX?IR?T',Oty'DATE I 7/70(103 g7 /�Z lI /23/ZO I 6. 1 •�THIS FORM MAY BE SCANNED AND AVAILABLE FOR-UBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7;2015 Ma DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 0 9 — 3 4 — 0 0 1 9 0 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. '1 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: 11"X 17" „ROWEL mom CATION Designer's Name: Arrow Septic Designs, Inc Permit Number. S W G (360)898-2255 Applicant's Name: Ronald Preston _ Designer's Phone Number: 171 E Vuecrest Dr Mailing Address: 2816 W Bertona St Designer's Address: Seattle WA 98199 . Union, WA 98592 City State Zip City State Zip DSIGrN:PATERS Treatment Device ❑Glendon Biofilter 0 Sand Filter ❑Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type El Gravity 61 Pressure 0 Trench C 'Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals 2—>4 Schedule/Class 40 Number of Bedrooms 30 ft Daily Flow:Operating Capacity 360 g ' pd ength 1.25 in -/ Daily Flow:Design Flow 480 gpd 8 7 3 Septic Tank Capacity(working) 1,200 gal// Diameter Number Separation 2.5 ft Receiving Soil Type(1 6) V Receiving Soil Appl.Rate 0.8 gpd/� Orifices 48 Required Primary Area 600 ft2/ Total Number of Orifices 600 ft' Diameter 3/16 in Designed Primary Area 60 in Designed Reserve Area 600 ft2 Spacing 10 ft " Manifold Trench/Bed Width 40 Trench/Bed Length (2)30 ft Schedule/Class Elevation Measurements Length 7.5 ft Original Drainfield Area Slope 1 % Diameter 1.25 in New Slope,If Altered 1 % Preferred manifold configuration used? l 'Yes 0 No Up-slope 30 in Transport Pipe Depth of Excavation / 40 from Original Grade Down-slope 28 in Schedule/Class Length 60 ft Designed Vertical Separation 30+ in2 in Gravelless Chambers Required? 0 Yes 0 No 0 Optional Diameter Pump Required? g Yes 0 No Dosing and Pump Chamber 4 doses/day Pump/Siphon Specifications Number of120 gal Diff.in Elevation Between Pump&Uppermost Orifice 10 ft Dose quantity 1,200 gal _ 2 ft Chamber Capacity(flood) Drainfield Squirt Height/Selected Residual(head) Pump controls:Please check those required. -- - Uppermost Orifice gHigher 0 Lower than Pump Shutoff Timer I�Elap Meter [Event Counter Capacity @ Total Pressure Head 28.32 Pm2 minutes pip off 6 hours Calculated Total Pressure Head 13.40 ft If Timer: Pump on Comments SFP1 ? 21?' L,Et MASON COUNTY ENVIRONMENTAL HEALTH DJA DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 2 0 9 — 3 4 -- 0 0 1 9 0 Permit Number: SWG DESIGN CHECKLISTS y Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch It Test hole locations 12i Drainfield orientation and layout Reference depth from original grade: g Soil logs It Trench/bed dimensions and g Septic tank fg Property lines critical distances within layout Drainfield cover Ili Existing and proposed wells 0 D-Box/Valve box locations Reference depth from original grade within 100 ft of property Itif Septic tank/pump chamber and restrictive strata: Measurements to cuts,banks,and locations g Laterals,trench/bed,top and surface water and critical areas I21 Observation port location bottom ElLocation and orientation of lig 0 Curtain drain collector Clean-out location 0 Sand augmentation curtain drain and all absorption Bf Manifold placement components lig Orifice placement Other cross-section detail: 121 Location and dimension of 64 Observation ports/clean-outs It Lateral placement with distance primary system and reserve area to edge of bed ,,,, Other Information Pi Buildings Audible/visual i eferenced Yes No of lif Direction of slope indicator g Scale of draw'.. • . on scale III 0 Design staked out Eg Waterlines bar • Km. 0 g Recorded Notices attached fig Roads,easements,driveways, ri 4 a•iv `t ❑ Waivers)attached parking f� ,• Gg ❑Pump curve attached ,� • it �et.1 t lig 0 Evaluation of failure North arrow and scale drawing .�' -- shown on scale bar „lip.: SIQQ349 ••.�� Non-residential justification •uktif5 JOY JQ f e `` ❑ Waste strength `Ct'c���•s '.. ❑ g Flow Exr1RES ri DESIGN APPROVAL The undersigned designer must be ,o ' ed by instal r at time of installation lif Yes ❑ No a- ?-L3 — Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health an compliance with state and local on-si lations: ' 7//?( ?? SEP 1 2 2023 Environmental Health Specialist Date uTTyy CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING�O��ND MENTAL HEALT ✓ The design is stamped"Approved"by Mason County Public Health. W Z�/Zd ✓ 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 may be scanned and available for public view on the Mason County Web site. dated Date: 12/7/2015 Arrow Septic Designs 171 E.Vuecrest Dr. Union, WA 98592 July 31,2023 Mason County Department of Health Services 415N6thSt Shelton,WA 98584 RE: Ronald Preston(Parcel#22209-34-00190) Septic Evaluation&Upgrade Letter Dear Inspector: Attached is a replacement/upgrade septic design for a property located at 7070 NE North Shore Rd,Belfair, WA 98528.There is an existing 2-bedroom home built in 1941that ties into a gravity septic system installed in 1966. The existing septic system has a 750-gallon septic tank followed by a 90' x 3' gravity drainfield (270 s.f.total). At recent service visits for the property sale,the septic system checked out in acceptable condition. The home is in serious disrepair and the new owner wants to replace it. Part of the new house footprint will encroach into the existing septic area. Along with the home upgrade,the owner wants to upgrade the septic to a 4-bedroom capacity. The existing septic tank is to be decommissioned or removed and the old drainfield is to be abandoned. There will be a new 1,200 gallon 2-compartment(operating capacity)ch septiC tank. The with an nieffluent ld will by a new 1,200-gallon(minimum flood capacity)pump of 600 s.f.of 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. This is a compliant repair with 24"+of vertical separation. The septic system is over 150' away from the stream onsite and there is a a fulln new re wellerve proposed drainfield 100 feet away from the drainfield so all setbacks are met.We have also shown The property owner's contact information is as follows: Ronald Preston 2816 W Bertona St Seattle,WA 98199 (206)250-8170 If you need further information,please contact my office at(360) 898-2255. Sincerely, PA VSep F® MgsONCOUN 2?0?3 rYFN�/R RIB + f D VA*. t r:�. , Jq A(HFA�Iy S10 J3A9 'tt•• PAULA JOY JOHNSON.. 444► LAM j astewa er Treatment System Designer \." 5D f 2 � 9- •2 22 cq -3i'00190 �- �0 ' \ �t coo �'� `� ��- RA 0 Audio-Vis Alarm �,;� g8528 3 Cleanout Bes? ci ilkb 1200 Gajton Septic +� C� Compartment 17ith \• / .".1-4:52,''d i uent Filter O l2 00 \llon Pttp Charaher OD t --F -c C .. .tc ec) t, V+o Jtcai- a"+15r9,�o c 1 - -�a.toe ectoct.�,do•i\ e, 0 l� .±G k-\'e b c. \ ;� �JTi` Pv i✓rla+ry r�c wto ved�\ d O\ i \ D.F. e o S ` '' t `5X'4 o' R QS. E Y•-e ` -�� � p . NeYD • A-De.- F �X O \ SACG w �2 � 2Y-eeCn5 ! zekt , Ftv ho¢ of o \ FVo oSQa e ��e we.1l 1 � XO i vv, k, s / a- VVV `• -kV, ' ,, �` , ,- :.\ �, SEP 12 2023 '' �c-A l..- , \� d�EN ': "� � �::� � i �CtJT' HEALTE�,O` Dm ©� 1 to' Gctn s uc Dn \ v✓ r-- - - ram/ \ a\i` - tN \ . - --Ok• ,, 2 e>S 4-464 p.„pfro... -tivpc-E cr-\-E-;ca1 slerpe " • l , ` � 51C149 PAULAJOYJOHNSON --. .f eslastrt-,s, lib 1.. \ 30 (N Jrm' 0 30" I 10 30" o !S„ 1 O U� cvak-r,t. 1 S kA-ANA s cr- -- OI 4 Ai to O s jo lS Z. T 64.0010e. -�luai h-4t4C. La,-Aes ,� � �30 L � � oY; „�I -t "s 41. ,c l.. F elM Gad e —-"\pe< ca d ob5e�Vet-Irk Du\ N 'Q r0 y k 245" Cove,/51 I I C /F-kk 30" IS So" 3 0 '� 70( 30 " tS =-p 3 f4„_ Z. k„D.-a.•.4+.ic '4°k ie I .....1 — 11 o+ ( APB ScaS4a . t i- ' e' , S �� 2= s r Mgso EP 12 2423 0 t' z' 3' 1' , 6�1c' ea:•, N p �rw.1�� 5 CeiD T— C'C'6Y\ v i O A-4�'. C � QJA NMEI�tgI.HEALTH i/*' 51U'349 .'ia' PAULA JOY JOHNSON r. �---SCREW ON CAP -7.. Lam` 45 DEGREE ELBOW OR Note: (Typical Bed Layout) LATERAL SWEEPING 90 O=Observation Pon—to be 4"p:xforated PVC pipe from bottom of bed to finished . END OF • grade. A removable cap shall be installed on DITCH observation port pipe. Glue"V'on bottom DETAIL so pipe caz't be removed. CLEAN OUT Minimum ofit in system,one in each corner. • • Laterals are to be centered in trenches. NOTE, CLEANOUT TO BE FROM 0 TO 6 INCHES BELOW FINISHED GRADE. MARK ENDS WITH REBAR. CLEAN OUT REQUIRED AT END OF EACH LATERAL. II Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 360 30 60 6 30 30 bed 1 2 360 30 60 6 30 30 bed 1 3 360 30 60 6 30 30 bed 1 4 360 30 60 6 30 30 bed 1 5 360 30 60 6 30 30 bed 2 6 360 30 60 6 30 30 bed 2 7 360 30 60 6 30 30 bed 2 8 360 30 60 6 30 30 bed 2 Total Lateral Length 240 Total#Orifices 48 GPM = 28.32 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 60 48 0.84 ft. Feeder Total Lateral Line Length Lateral#1 30 4 34 6 0.07 ft. Lateral#2 30 2 32 6 0.07 ft. Lateral#3 30 2 32 6 0.07 ft. Lateral#4 30 4 34 6 0.07 ft. Lateral#5 30 4 34 6 0.07 ft. Lateral#6 30 2 32 6 0.07 ft. Lateral#7 30 2 32 6 0.07 ft. Lateral#8 30 4 34 6 0.07 ft. Total Elevation Lift 10.00 ft. Total Dynamic Head - .4111 13.40 ft. �t. 7 '1s A *IV. 1 y t . .44 P PAULA JOY JOHNSON : �� , � Nc 2023 o4 SEP 12 NSO JA HEQ(Ty 137, 139, 11 1 151, 1 Flow-Mate _ Dose-Mate In high head dewatering or effluent This is our fastest growing line of effluent applications where pumping pumps.The 150 series is truly a workhorse -P performance is critical, this robust designed for reliability under extreme family of pumps is known for reliability, conditions in an effluent environment.150 durability and performance. These series pump curves cover a wide range pumps are especially suited for harsh / of applications. They are well suited to environments.Zoeller's cool run design -« applications with low pressure pipe (LPP) 4 and corrosion-resistant,powder coated and enhanced flow STEP systems.Zoeller's epoxy finish add up to a long-Lasting, cool run design and corrosion-resistant, trouble-free product. j powder coated epoxy finish,in addition to t^ the hermetically sealed,oil-filled motor and z non-clogging vortex impeller add up to a 1,1 6 ,,„„„,__ r . , long-lasting,trouble-free product. �Q —I ( 0 U. 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I�� 1 1. • Double shaft seal versions available for added protection n lA SEp , • on models 140/145. q$uif rn, 2 203 For more information,see Technical Data Sheets FM2782,FM2783. s —"Il✓l Y%, w PUMP PERFO NCE CI�RI�`', ,?n,._ 1 @ PUMP PERFORMANCE CJRVE MODE 151/ 2/153 OJ,'4 .'''':/ ,4 ./c.MODEL 137/1401145 50 - C/T//-, ,' ■. ■■■ ■ ■■ ■■ 14 45 153 ,■■■■■■■■■ n ■,■■■■■■■■ 12— 40 ,, ■'■■■■■■■■ Q 35 152 m s< ■■„MEIN■■■■ 10—,' 30 .■■■■■■■ i 8- 25 151 ■•E►�■■■■■■ " b ■■E`E■EM■■ 1- 6— 20 ■■■INS■■■■■ a • .■■■,1,■■■■ 4— 75 C it ro ■\'\MINE■■ 10 ■■■■►i\\M■■ 2- 111■11■■111►\111111 5 s ■■■■■11■11 211■ 0 ■■■■■E■■®■ 10 20 30 40 50 60 70 80 90 100 GALLONS LITERS I I 1 I I I 1 1 Ga.., 0 40 80 120 160 200 240 280 320 360 B ` 10 F1o"R•R,R..,n:1: - '52656 FLOW PER MINUTE 014509 (0'.'Y3 ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com • pressen Dg' —Recommended Standards and Guidance 8aedw Dane 3uI, 1,2007 - SECURED UO TM GAS TIGHT SEAL A . ACCESS RISER \ . - 1 -- • - . y 1 L F am d . • .0 (..\I :------- -.2i1 • ril r:it":).1.:.:..4... . \_, __ _ __ . _. _ fi y. - 1 • • _ ..., TO PUMP FROM SWAGE / SOURCE FLOATING MAT �• . FILTER ( 1 F---• ,2„.....k L.1.44(2.„---okse,....,— --- . • 44 , SEDIMENTS miztaau O 1,ffEi- a v"'rx' Q.. sEp SECURED LID M TNi GAS TIGHT SEAL ffAso,,iftwellir usi1 k i423 Cam S.S.t-ekS 24"DIAMETER ACCESS NOSEDER � a��P{,fF{���XI_A, � 3MftVICE . _ s rIRM GRACE t VALVE.' 11 TAMS L'J --�- . X t la GY STORAGE iii .: AIM SIPHON VALVE• . IrWIMATfltAL MtEVEt —� NORMAL MEN OFF LEVEL. WOWING VOLUME t °i - ENCLOSED Pi— . MOVff- SENT SHROUD• �� C t CNc VALVE• Lftl.11 : SUOMERSISLE CENTRO UM& PUMP nalleniAllagg 'ASS Septic Tanks must meet standards required by WAC chapter 246-272C and mangy must be on Dept of Health list of registered sewage tanks. FIGURE.2- a Septic 4%4, ?�� tir STALLATION & MAINTENANCE �` ' ‘ • IN ., Pressure Distribution Systems -Bed 1 ooaas � y 'fF4 PAULA JOY•JOHNSON LiCtlFlSEt3'OW 1. Install Laterals with contour of the ground. 2. Install bed bottom level. 3. Install locator tape or rebar at each end of all drainfield laterals. 4. Install observation ports as indicated on the plot plan. Minimum of 2 required in each bed 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 rebar). 7. Tnstall audio/visual high water level alarm. Redundant off switch required. 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 check valve in pump outlet line to prevent system from draining back into the pump chamber. 10. Tee to Tee construction between laterals and manifold with orifices oriented at 6 o'clock. Txstall 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. 11. 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. 12. Encase all water lines within 10' of drainfield and under any driveway/parking areas. 13. Divert all storm water runoff away from on-site sewage system. 14.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area. 15. Have the septic tank and pump chamber pumped or inspected every 3 to 5 years. 16. No vehicular traffic over drainfield area. 17. Inspect floats, clean filters, and test high water level alarm every 6-12 months as needed. 18. All materials and workmanship must meet County and State regulations. 19. Deviation from this design without prior approval from the Designer and Mason County Environmental Health Department will make this design null and void. 20. All manhole lids and access, sampling or inspection ports must have locking covers and be located at ground level. 21. All pressure systems with a pump chamber outlet higher than the drainfield must have a 1/8"hole drilled in the discharge pipe above the pump to pr t siphoning. 22. All transport lines under driveways or parking areas must vent crushing. 23. Homeowner is responsible for all property lines. NS0,v SEP ? 2023 L'tjfl �L 6,6,F3