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HomeMy WebLinkAboutSWG2023-00433 - SWG Application / Design - 10/10/2023 MASON COUNTY 415N 6TH STREET, SHEHE 7-967 ,EXT 4504 0 sH ELTON: LTON,VEXT Ir - BELFAIR:360 275-4467,EXT 400 y Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00433 APPLICANT HENLEY WA 12 LLC Phone: Address: 10036 VALMAY AVE NW SEATTLE, WA 98177 OWNER HENLEY WA 12 LLC Phone: Address: 10036 VALMAY AVE NW SEATTLE,WA 98177 SEPTIC DESIGNER PAULA JOHNSON -Arrow Septic Phone: 360-898-2255 Designs Inc. Address: 171 E VUECREST DRIVE UNION,WA 98592 Site Address: 260 E Annas Way Primary Parcel Number: 220175200003 Permit Description: New SFR-2BR Nuwater Permit Submitted Date: 10/10/2023 Permit Issued Date: 11/06/2023 Issued By: Jeff Wilmoth Current Permit Fees Paid: $525.00 (additional tees may be required upon installation of system). Permit Expiration Date: 10/23/2026 (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. OFFICIAL USE ONLY 22---- MASON COUNTY O 7 CO a COMMUNITY SERVICES _ RELE ` Co CO N Pub&Healt Community HealP@ndmnnen(al Health)• uOL �u — O y cmc a.I .(cm Yams SWG -.o 3 - 3o'-t ' 0 S' • th ON-SITE SEWAGE SYSTEM APPLICATION a• z m rT APPLCANT pHsh, m r Henley WA 12, LLC Tom Roth (206)295-8589 z MAILING ADDRESS-STREET CC,SAME ZIP CODE H E 1537 NW Woodbine Way Seattle WA 98177 B• A SITE ADDRESS-STREET CITY.ZIP COP. (p 260 E Annas Way Shelton WA 98584 DT I ^' F NAME OF DESIGNER -Ions (p NJ Arrow Septic Designs (360)898-2255 NAME OFINrAL_ER EFCCE a IO C I , p. v.E(select ones c ._.SLEEP SOE.CE - M RESIDEN-AL OSS ff COMMUNITY OSS b l COMMERCIAL CSS 5-PRIVATE RPIRATE IND V DUA W CELL 1J PRIVATET'NO PARTY WELL Z TYPE OF NORM rsekcl owl - pv. PUB_IC'.9ATER SYSTEM W.NEW CONS-RUCTION I UPGRADES 0-REHR R REPLACEMENT( S,c..0, .,.dpv, 0 TABLE IX REPAIR 0Icn SUBMI nALS , 0 SURFACING SELVAGE 0 EXISTING FALL RE 0 SHORELINE to DESIGN FORM(REQUIREDI wrSEP-ODESON(REOUIREGI am9ccvs I so sI, S IN 5WAIVER(S)I APPLCABLE, 2 BR _21 acres n I DIRECT ONS TO SITEAND SrCONDITUs L..,a ,ge:.I x o Go out Hwy 3 and turn right onto E Agate Rd. Turn (L) to stay on E Agate Rd. Turn(L) onto I 0 E Timberlake Dr. Turn (R)onto E Pickering Dr. Turn (R) onto Annas Way E. Yellow sign: r I O "Henley WA 12 LLC" ( o co SITE MUSTEE FLAGGED FROM Y.IN ROAD 4M0 TEST HOLES MOST SE=LAGGED MTH EPEE-HOLE NUMBERS I w OFFICIAL USE ONLY BELOW THIS LINE a.R — RA IW ng 'ARESOURCE JET/eooc Purposes) In VOLUNTARY 0 MAINTENANOEPUMPING 0 BUILDING PERMIT 0 HOME SALE OCOMPLAINT ❑OTHER. INSPECTOR SOIL LOGS OCVSEVES COS:TENS 27) +5 _ 5c "// T4 5 to at I A SOIL CODES: I RECCPODP-A NG AND SMELL TIDE REPOT -VERY G.GRAVELLY S=SAND _LOAM 5:=SIC ^_-CLAY E=_XTR EVE-, R=ROOTS RECp FED=OR 9w._Al-iROVAL IN MT R SIGNATURE SATE I APPLICATION EXPIRATION DATE --�� SS.ED BY DATE th /O Z3-2 Z3 -2ce (6I1Mc);\-1, 1�10.'11 I MAY BE SCANNED AND AVAILABLE WRPUBLiC VIEW ON THE MASON COUNTY WEBSITE REVSC(2Trznss DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 0 1 7 — 5 2 — 0 0 0 0 3 A design will be reviewed when 3 copies of each of the following are submitted: "Completed design form that has been signed and dated. Q 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: II"X I7" .. " t:. PARGEL;DENI7FICATio? Permit Number: SWG ZP23 — DO 433 Designer's Name.: Arrow Septic Designs, Inc Applicant's Name: Henley WA 12 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 < +DFSIGN.PARAMETERS Treatment Device 0 Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: fi''Aerobic Unit Make/Model NuWater BNR-500 0 Disinfection Unit Make/Model Other Drainfield Type ❑Gravity fir'Pressure fi‘Trench 0 Bed ❑ Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 ' Daily Flow:Operating Capacity 180 gpd Length 35 ft Daily Flow:Design Flow 240 gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 4 Receiving Soil Type(1-6) 4 Separation 5 ft Receiving Soil Appl.Rate 0.6 gpd/ft'- Orifices Required Primary Area 400 ft2 Total Number of Orifices 28 Designed Primary Area 420 ft2 Diameter 3/16 in Designed Reserve Area 420 fro. Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 140 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 6 % Diameter 1.25 in New Slope,If Altered 6 % Preferred manifold configuration used? l'Yes C No Depth of Excavation Us-slops 15 in Transport Pipe from Original Grade Down-slope 13 in Schedule/Class 40 Designed Vertical Separation 15 in Length 60 ft Gravelless Chambers Required? 0 Yes 0 No gOptional Diameter 2 in Pump Required? ET Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice i0 ft Dose quantity 60 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1,000 gal Uppermost Orifice EtHigher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 16.52 gpm lifiTimer fii'Elapse Meter RI Event Counter Calculated Total Pressure Head 12.82 ft If Timer: Pump on__ 2 minutes pomp off 6 hours 1h x ' t Comments s 6a x1 DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 0 1 7 — 5 2 -- 0 0 0 0 3 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 51 Test hole locations 2( Drainfield orientation and layout Reference depth from original grade: Ib Soil logs SI Trench/bed dimensions and 64 Septic tank It Property lines critical distances within layout lid Drainfield cover 0 Existing and proposed wells D-Box;'Valve box locations Reference depth from original grade within 100 ft of property 64 Septic tank/pump chamber and restrictive strata: m Measurements to cuts,banks,and locations RI Laterals,trench/bed,top and surface water and critical areas RI Observation port location bottom ❑ Location and orientation of 66 Clean-out location 0 Curtain drain collector curtain drain and all absorption 54 Manifold placement ❑ Sand augmentation components g Orifice placement Other cross-section detail: Et Location and dimension of Lateral placement with distance Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 0 Buildings Hi Audibleivisual t2 ferenced Yes No Ib Direction of slope indicator L`e' Iii Scale of dra,`,,ash Ion scale g 0 Design staked out It Waterlines bar `ems J .,,, �� • f. 0 firf Recorded Notices attached fiQ Roads,easements, driveways, e's.-� �)n ❑ E Waiver(s)attached parking _.may ", p-" 5t( 0 Pump curve attached lil North arrow and scale drawing %p. ` '�� ❑ li Evaluation of failure -._, m shown on scale bar FF P, PAUV,sJOwaa Y JOMNSON';,`k Non-residential justification 4s i bS I Stiff• v) ❑ Iif Waste strength EXPIRESne "`«=AA000 0 WI Flow DESIGN APPROVAL The undersigned designer must be no d by t stalleSattttime of installation Ea Yes 0 No Signature of Designer Date The undersigned has reviewed this desien on behalf of Mason County Public Health and determined it to be in compliance with state and local on - •gulations: Env on CJ Health Specialist Date CAUTION: DESIGN APPRI 'AL 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: [(/ " 2-3 -2-3 ✓ 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. Updated Date: I2/72015 ° °. ± ^- . f ; ` O ® ^ � ` / �. _ . > \ - p \ y ;� : \ ~ \ - ® ea= T . , Z N z `\ ` 2� . • e ▪ 3CC ; Z , VII a V . /yJ ,Ill / \ T. 2 + P z«, I \`«Nate J � }^ ° �< Oa ` - x• ® 2 w x M , } _ 4! fH \ ~ /\ / .z «sa c .UPI IL: ; . v' y iy : >, � z ® . a 2p „. 4.1 : \. H � \ t\} - § ! ^ ! , • vit_9 T I 28 .. . t " ; zC O6 ,e zu qe 40 2 eke-{' Vk:E.,,. t, p '�` �'k.aw.o.a �roposed 2 elko ?�, *2�11_5-2 000°3 21' x g a ' 0, ®IN 5) '2_ 6)o E 0,.v,,,..ap- W �' ila' Wff 'IS594 +3Q r;H Q=2�.3 r�-e _ �4Q ilea — e - 6o-c funks cY 43 k 4p ( 3}o°- keon,�. Alzu d p l. oswirct 15 I Q i ---- - � — _ (4-) 3' x351 e 5 ' — GYsie 1' 51eege u7c±erllvle Wnevl u covv e 1C ' o F o�i StPt ic eornfa+,e4,0- c¢0 -BC ' :' —_ter Key. , h O Audio-Visual Alarm h �'Z PAULA5JOY3.q HNSON.� %Q. .. O2 Cleanout g_c �lCtx IGNtH" + EtpppS , , _ NuWater BNR-500 ATU Tank A n 0 V E PP 01,000 Gallon Pump Chamber 0 Valve Control Box NOV 0 5 2023 JBW I__ 125 EG ., i q.s o.C,w' N.ms• . • -Psstk ' o 3, . C. EIPIIIIMPISIII 1\i.n� t..,1.i Cw Seas • I11= (0' c . . 5 to tT 2° Detailed Drainfield Layout Eir TOES G7 a.. NEI >d c sow r - 1d . into ,ram - Fer ra.b -Lib 2 j3" ¢tn- 115. Salved sw..o Cop II 45 pyr Ow peevilYw Lace Ewe slain a,. �yllj Drainf oreo - Gw' cu Id Cross-section View M To Sole r IY ab toM from 0 b ShLW albs P mW GO- 1bk 0 Motor:: 6a, Or Part �l Trends p1,�a a< nb Fna of sass Lawat Te 1e 1 PVC d or e 11 PSIS a+ ISISfa "' " • • F Arrow Septic Designs Ca Ooti a Ore M M N• Ardor 9.r 4�'Zj�^, �°°of4T °�,;,, bSoso f t:. (360) 898-2255 _( - iouans R`l' ,'1LjjC'�'PAULA JOV JOHN50N yh 10 ROVE 4 w1fE5 Sn s, i\J d ¢ E`1 JRw 137 1 _ • Bronze construction available(139 series) 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 uuxcE performance is critical, this robust _ ,_ ---- °'" ono„„wuvrwro Rccava MANGE family of pumps is known for reliability, >, f durability and performance These 1 y pumps are especially suited for harsh J III environments. Zoeller'scootrun design I C.'. and corrosion-resistant powder coated • =i I epoxy finish add up to a long-lasting, _ I trouble-free product. 1 I I- mt APPLICATIONS: • STEP or onsite applications i ' r • Water transfer _ 4 ' 1 r • Light commercial dewatering Ii, SPECIFICATIONS: i • 1-112"thr discharge F - 11 • 1/2 HP through SHP MADE IN THE USA • Available in automatic or nonautomatic OSININUORIICl:ISRRIIN' • Model 137.139.140.1/2"(12 mm)spherical solids " . _ a •I " Capacity Wl[h vortex impeller • Model 145:3/4"(19mm)spherical solids capacity with s,,,,,., 1 mesa vortex impeller 151! - ,tr PUMP PERFOH NCE CURVE &' .m 4'- MODE1051i 52/153 Dose-Mate or etta4 Al e,.ct ao I This is our fastest growing line of effluent -. 4. I52 pumps.The 150 series ism*a workhorse designed for reliability under extreme 't m - I conditions in an effluent environment. os 15 0 series pump curves cover a wide range - Isis of applications. They are welt suited to -o oo - {- applications with low pressure pipe(LPP) .. e , ix and enhanced flow STEP systems.Zoeller's : cool run design and corrosion-resistant, 2 aJ .0 - -. powder coated epoxy finish, in addition to the hermetically sealed, oil-filled motor and non-clogging vortex impeller add up to - a long-lasting,trouble-free product. I U' 1 APPLICATIONS: ekr—Orejg • STEP or onsite applications 0 I MADE IN THE USA to 2 30 a ,r ,o 70 ec so 100 • Light camme.cal dewatering OSII[AUMIRIN ORS.21199 GALLONS _ _ LITEO 0 4G eo ITC: 90 200 2W 200 320 Fo SPECIFICATIONS: b. p �I��j$ a+ue Z e 2 0 url PE TE • 11/3"'NPT discharge . • 3/10 HP through1/2 HP }s :,- 0• 2U2� Available in nonautomatic or with avarable level NOV �+ piggyback mechanical switch i• /e i1Ir5OIN, L i • 1/2"(12 mm)spherical solids capacity with vortex + R�p, _ thermoplastic impeller �Bw L For more information,see Technical Data Sheet FM2784. ©All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-0867 I zoeLLerpumps.com 9 . e$ 1 Length Length Orifice # Distance from Distance from Lateral# (In.) (Ft.) Spacing Orifices Feeder Line (In.) Cleanout(In.) 1 420 35 60 7 30 30 2 420 35 60 7 30 30 3 420 35 60 7 30 30 4 420 35 60 7 30 30 Total Lateral Length 140 Total#Orifices 28 GPM = 16.52 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 60 28 0.31 ft. Feeder Total Lateral Line Length Lateral#1 35 2 37 7 0.11 ft. Lateral#2 35 7 42 7 0.12 ft. Lateral#3 35 12 47 7 0.13 ft. Lateral#4 35 17 52 7 0.15 ft. Total Elevation Lift t+ 10.00 ft. Total Dynamic Head �GQa 12.82 ft. ri�` pp • ya I/O,: ER =:.PAULA�JOY JOHNSON la.J.n'N P P R g iCENS&d15tglaiEH" ' • ri55 - n NOv0t2023 MASON CLuN L'l.1rcC JB{M x OPAL PORT AERATOR-, I WATERTIGHT LID VENT(fry1 1 RISERS(TYP) ��k IL A, J11 j r t 35'184ILr 1r PVC {, I I A tIT PVC f �} ?47 A)RLINEI MASTIC I T 1 rOOUPLING11 A REDUCER 6' I l, IL__ l 2' -1. I'PVC SLUDGE y 12' RETURN LINE I `J 2'PVCI J TRASH CHAMBER DIGESTER CHAMBER CLARIFIER OPERATING UPACnY'.417 GALLONS LFPACITY.dID GALLONS CHAMBER ' FLOODO PACr1V 4OGALLONS OPCRATING FLOOD CAPACITY.494 GALLONS ; ' 160 GALLONS �` ROOD'.191 GAL.1 , 53• u• PpR ® � �. �; 1'xt2' E EE -- i12' ��w 0 PAF_DIFFUSER BARS(3) ? ' A'.E:TO TANK WALL AN Tr/ SLUDGE RETURN ' 11S-14 ft `STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER STONY SOIL INSTALLATION INSTRUCTIONS 1)Excavate tank hole with vertical walls to 1 foot larger than tank on all sides. 2)If bottom of hole is stony.install 3"of compact sand 8 level ; 9,'2. out with screed. r----._ --_ - _--_I -� 3)Install tank In center of hole.keeping 1 h.void space on all sides. i 24'SLOWER 1 L 24'RISERS(TYP) USING UST 4)As tank is filling with water.fill in void space with compact I ^ call granular(sandy)Soil hee of large dumps of day. // \ / ,1 v7PI 5)Install rest of byewt.&affix risers to adapters with I � I ( waterproof adhesive. 41� 6)Perform waterfightrea test in field as required by IOcal J rtmsdirnon. \ irwsm 7)Upon approval to bacxflll,Carefully backfill with native 1 I soils over top of tank. I TRASH CHAMBER OfGEa.7R I I rt AarnFe, 8)Final grade the surface to avoid chanelling surface _ I water toward tank _‘r Ton VIEW • a AEROBIC TREATMENT TANK DETAIL FOR r.... .- 1 NuWATER BNR-500 TREATMENT UNIT \IS* ENVIRO-FLO, INC. REVISED 3/01/12 \�� � Wastewater Treatment Technologies P.OBOX 321161,Flowood.MS 39232 ,.�..„m. SCALE: (8]])836-8476 (601)845-4116 fax 1" = 1.4 ft. - ' www.anviro-fio net -------` Nu Water ApRRO �,;I Nov ����.�� �� 0 6 202v D �^ w _...„ :,a 0_41ri ....... wt.,. , , ...., ......._ -I, , , +e ......„ „ , `.....9 ra- *9 , 0 ,„J, , ' I•41 i III 13- do ./ .3 .,, o fi 41 O 121 tipc1 IC i s-.---J 1:: 1-e B PARTS LIST NuWater NR Assembly Diagram fcl 4 DUAL PORT AERATOR M.POLY DIFFUSER BAR(Z B.3'e'RUBBER 90°'WI CLAMPS 2) N C PVC(2 12'SECTION) O.wer BMBEO ADAPTOR OD NPT(2: 0 1'SLIP CAP r(1 liNco O.12'SUP X 12'NPT ADAPTOR P Tr CLEAR PVC NOSE(OPrONAL 5)E 1-Trip par I2UM PuSHNQ 3) 0 'i2 PVC PIPE;EY IMSTALLEP.1 �i F 1/7' C ELBOW(3 R.Y PVC PIPE(S ,NSTALLEP.) 0 GS X 1'X 112'TEE S.T'PVC PIPE(BY INSTALLER) / -I C 90'ELBOW(3) T.1,8'BARBED ADAPTOR-O La-NPT(2) `l(\\�laJ _2,X 1'BUSTING U 1/2 STREET X Ter NPT B./SHINS 2) J r SANITARY TEE V Jr PVC COUPLER I2 Bx,_40 <.1'PVC CROSS VJ 2'COUPLER(BY INSTALLER; L.1"COUPLER(BY INSTALLER) Revised 2/25/12 t At- Ip f aview Septic 2`)esign4 e ; NuWater BNR Pretreatment INSTALLATION &M AINTENANCE yj • oo ag �. Pressure Distribution Systems ,�_.' s"anurr.JOY JOHNSON EXPIRES 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 drainrock/native soil interface. Glue "T"to bottom so Observation Port cannot be easily removed from wound. Install removable cap on top of port at final wade 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 oriented6 o'clock. Install laterals to the manifold with the orifices at 12 o'clock, (do not glue), afterpressure 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 must have a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. 20. All transport lines under driveways or parking areas must be encased to prevent crushing. 21.Homeowner is responsible for all property lines. 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. NOV 0 6 2023PPROVE � , a� �, r et( `� .yew