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HomeMy WebLinkAboutSWG2024-00266 - SWG Application / Design - 6/12/2024 MASON COUNTY 415 N6SHELTON SHE7-9670 A96564 $HELTON'.360-075-4460,E%T 400 BELFAIR'.360-2]5-446],E%T 400 Public Health & Human Services ELMA:360482-5269,E%T 400 FAX:360427-7767 On-Site Sewage System Permit: SWG2024-00266 APPLICANT ZECH TIMOTHY L& LAURIE Phone: 1,360,710.7687 Address: 280 NE MOUNTAIN VIEW DRIVE TAHUYA, WA 98588 OWNER ZECH TIMOTHY L& LAURIE Phone: 1,360,710.7687 Address: 280 NE MOUNTAIN VIEW DRIVE TAHUYA, WA 98588 SEPTIC DESIGNER PAULA JOHNSON` Phone: 360-898-2255 Address. 171 E VUECREST DRIVE UNION, WA 98592 SEPTIC INSTALLER RICHARD MOORE* Phone: 360-509-1342 -Rich Address: PO BOX 963 BELFAIR, WA 98528 Site Address: 4711 E RASOR RD WEST Primary Parcel Number: 222235104041 Permit Description: New 3bd ATU to pressure trench Permit Submitted Date: 06/1212024 Permit Issued Date: 06126/2024 Issued By: Rhonda Thompson Current Permit Fees Paid $540.00 (additional fees may be required upon mstauaroo of system). Permit Expiration Date: 0612412027 (based on data ormoeouon) 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 Masan County is obtained. 3 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Masan County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic DesignedEngineer 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/environmentallonsiteloss-inspection-request.php or call: 360.427-9670, extension 400. OFFICIAL USE ONLY-- MASON COUNTY �L_ C D COMMUNITY SERVICES "` L° — m m N PoCIie XohM1 IC mmwhy eahFRn nmena�4eaIN JN C F ' Q N SING I-CCEO 0 ON-SITE SEWAGE SYSTEM APPLICATION a 'n A n m Tim Zech (360)710-7687 z AL,NaAONA�-smRl-e-rsA,ETP�e,F .-� � 280 NE Mountain View Dr Tahuya WA 98588 m, A y .. srr.raReI-srREL-an zw cCCE 4711 E Rasor Rd W Belfair WA 98528 a Arrow Septic Designs (360)898-2255 - Iusu.�A South Shore Construction P(360)509-1342 w ro FZ1AANENTA we FCOMMUNITYOSS FICOMMERCIEOSS �1 =RrvATE wnr lovl'.ALL BPRIVATEN'O PART"wE� z W Q PUBLIC WATER 5YS-EM -o.woRu. ec ona. CC - - p NEW CONSTRLCTION�UPGRACES `_I REPAN REP_ACENIENT O nEi 9T._5'zaoc .a.ao„c ❑TABLE IX REPAIR O1 .TALs ❑ s�RFAarvGs 'MA GE ❑EXISTNG-AwRE ❑SroREUNE EC LC�'.UE91pN FPdM fRSCVIRECI WEE _1C0E5'GN1AEOL'IREDI aS Iy WANER,S1;IF ABELI CABLE, _ 3 BR .37 acres n s 0 ow ECTIONSTGs,AND RrE_ CNDI ONS ra. _11— Head out Hwy 3 and turn (L) onto E Mason Benson Rd. Turn right onto E Trails Rd. Turn A A right onto E Trails End Dr. Turn left onto E Rasor Rd W. Just after mailbox "4731"on (R). o o Yellow sign: "Zech" and "4711" on sign at driveway. A I A f -- OFFICIAL USE ONLY BELOW THIS LINE u e irzlu. s c ' reoonm Pc.esl (� (� ❑vowrv-eR- OM-NTENANc .PUMPING pad LElNGPERMIT p CEASA_E OCoxPv,rvr O E3oTti . T� To UN 1 2�24 1 1 ay 3� t ✓"t�' d Wiz, o�Z -�; tl , Iz3b &sL � NP.eoRUMr�A.�I.sTAUA-�haFF,AT 1 c.. T _ RERE.Y R .F00 o >WLREd 1G1 r �JPpVi .F 616F�xE L. oL InvTF i0 .1,11p3Y II THIS FORM MAY HES ANNEO ANO AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE 1 1 EEVAIF.117'11s DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 2 2 3 — 5 1 — 0 4. 0 4 1 A design will be reviewed when 3 conies of each of the following are submitted: "Completed design form that has been signed and dated. v Scaled layout sketch.including all applicable items on checklist v 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.Maeimam o rsize: 11"XIT, `PARCEL IDENTDTICATION Permit Number: SWG�.v�1'—F h7�.� . Designer's Name: Am.Septic Designs, Inc Applicant's Name: Tim Zech Designer's Phone Number: (360)898-2255 _ Mailing Address: 280 NE Mountain View Dr Designer's Address: 171 E Vuecrest Dr Tahuya WA 985M union. WA 98592 City State Zi Cit, State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofiher ❑Sand Filter ❑Mound ❑Sand lined Drainfield ❑Recirculating Filter.Type: R(Acrome knit Make/Model NUWater BNR-500 Disinfection Unit MakeNodel Other: 500 gallon pre-trash tank Drainfield Type ❑Gravity 56 Pressure SfTrench ❑Bed ❑Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedulc,Class 40 Daily Flow:Operating Capacity 270 gpd Length 50 ft Daily Flow: Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-500 gal Number 4 Receiving Soil Type(I-6) 4 Separation 5+ ft Receiving Soil Appl.Rate 0-6 gpd/ft' Orifices Required Primary Area 600 ft2 Total Number of Or fices 40 Designed Primary Area 600 its Diameter 3/16 in Designed Reserve Area 600 its Spacing 60 in Trench/Bed Width 3 ft Manifold Tanch/Bed Length 200 ft Schedulc/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 15 % Diameter 3/16 in New Slope,If Altered 15 % Preferred manifold configuration used? GdYes [IN. Depth of Excavation UP-stope 15 in V Transport Pipe from Original Goode down-s]ope 10 in Schedule/Class 40 Designed Vertical Separation 16+ in Length 20 ft Gmvelless Chambers Required" ❑Yes O No Optional Diameter 2 in Pump Required? R1 Yes Cl No Dosing and Pump Chamber / Pump/Siphon Specifications Number ofdosestd.y 4 Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose Scants 90 cal Drainfield Squirt Height/Selected Residual(head) 2 fl ham her Capacity(flood) 1,000 gal Uppermost Orifice Higher ❑Lower than Pump Shutoff Pump controls: Please check those required. Capacity ,Tom] Pressure Head 23.6 gpm Tim fi liner iElapse Meter fid Even[Coonter Calculated'Total Pressure Head 8.51 ft If Timer: Pump on 2 minutes pump off 6 hours Commen6 APPROVED MASC4 C'U'1P =1r6064E't'.L-E4LTH RE' DESIGN FORM—PAGE TWO Assessor's Parcel Number.2 2 2 2 3 — 5 1 -- 0 4 0 4 1_ Permit Number SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch R1 Test hole locations [Z Drainfield orientation and layout Reference depth from original grade: 66 Soil logs ❑ Trench bed dimensions and Rf Septic tank Property lines critical distances within layout [Z Drainfield cover ❑ Existing and proposed wells ❑ D-Box/Valve box locations Reference depth from original grade within 100 It of property Rf Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations [Z Laterals,trench/bed,top and surface water and critical areas 19 Observation per location bottom ❑ Location and orientation of [9 Clean-out location EZ Curtain drain collector curtain drain and all absorption A Manifold placement E6 Sand augmentation components E9 Orifice placement Other cross-section detail: ig Location and dimension of lil Lateral placement with distance Rf Observation ports/clean-outs primary system and reserve area to edge of bed , Other Information 19 Buildings (� Audible/visua�f(a referenced Yes No 0 Direction of slope indicator � Scale of dr on scale Ed ❑ Design staked out Ed Waterlines bar r d) ❑ 1f Recorded Notices attached 56 Roads,easements,driveways, ❑ Ef Waiver(s)attached parking ,f „ 's'k� 19 ❑ Pump curve attached ig North arrow,and scale drawing ❑ [A Evaluation of failure shown on scale bar ?AUI��OY JUHNSON ; Non-residential justification �' fCFYJ5ESti�UE5iGNEp '+,), ❑ If Waste strength �RaasOBlir xXFd ❑ btl Flow DESIGN APPROVAL The undersigned designer must he ti d by tape at tim llation Ed Yes El No TrT 6 -( r-Lf 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 on-site nreg�ulations: Environmental Heaftfil Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onshe 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 required. This form may be scanned and available for public view on the Mason County Web site. Updated Dac: 12 7/2015 y c =i w' \ S 4\l F - W �I eFW L L�00JC'L� III aoy \ r CC F 4bWa _ x ob\o N E' APPROE a - z 'IXarea JUN 26 2 J F F F F � aa x 'w ° grio U. SCVCC'J'J+ E ,+ 4E�Ta'. E4LTH. _ 0 O QQ m nyy,�cwruedr�ac�,1a 2B� G Z 4s an Obu`07Z#3t1 vm 00 WSW V0ucezz NE�G+tw?' l I ,��.7GR-0Ac,�rnE,ti�T 7 2� x 48 iy .� PAl1:A JOV JOMNSON � � � 1•'�'`CICENSetll7E516NE'H" '. a•�eSzaes ,*� lo'niN ko vese*�O' O ICE j � f�re,rwh�s p \ 5' pG w1�h i rgSQrve D� DLIpvJ t akbV2 PPROVE JUN 2 6 202a w y 44SC�y��LVi`'='„1s�RE',i,'�9EklTN� RE' I $ev: 0le z - :5 A_= SCALE: I = 20' LL'TEST NaL6 U :e no;t Y i-C 0 501, Cdio^p_e_7_zsh �-k NLe{tlir\G. J -��PLoT�LhN $F� +�y ail\,0-'�\ gS',, y `` SaFJz.er 3SRSC0 ATL'":a-c r-umn Cr giber p. cc 21u3=5rb5 6�to�L_ �r3 0 30° a�15rr Wz o,,,.� per d � V--nice Ce.=.=i Box '3,gg,tO I��� rc R-AS OQ '2D VV. E� e (,�.;�esk rt 1.25 3arr SCaAP l � )C �,�'Dri.PMt "rjC r�TKa.1 z ) x rt PAULA JOY JOHNSON.� - tl+ FxPiNes�n , SCREW ON CAP aj DEGREE ELBOW OR NOTE° 6 i I -LATERALSW`'E°ING 9� O=OBSERVATION PORTS_-TO BE 4"� pVC PIPE FROM BOTTOM OF TRENCH _ TO FINISHED GRADE. RE-M END OF OVABLE R CAP SHALL BE INSTALLED ONDI_mO DETAIL OBSERVATION PORT PIPE. GLUED ON CLEAN OUT TEE AT BOTTOM- SYSTEM.Tq MINIMUM OF �F NOT£. CL£ANOU-T mp BE ?ROM 0 TO 6 TNc3E5 BELOW PIRSB D GRADE OUT LATERALS ARE TO aE CENTERED. MARK ENDS WZT3 IN TRENCHES REQUIRED AT END OF BALE LATE4AL- END MANIFOLD I TRENCH FTCESI OC r'rRO., Ilp ORi_ _ ORIFICEM MA MA- NIFOLD APPROVED 3p 3p«FROM ELBOW RfN 26 2024 E„ 3Tti4 EALTH Length Length Orifice # Distance from Distance from Lateral# la) (Ft. Spacin Orifices Feeder Line(In.) Clean30ut In.) 1 600 50 60 10 30 30 2 600 50 60 10 30 30 3 600 50 60 10 30 30 4 600 50 60 10 30 Total Lateral Len to 200 Total#Orifces 40 GPM= 23.6 Dynamic Head Calculations 2kSelected residual pressure: 2 ft. Length(Ft.) #Orifices Transport Pipe 20 40 0,20 ft. Feeder Total Lateral Line Length Lateral#1 50 2 52 10 0-29 It Lateral#2 50 7 57 10 0.31 ft. Lateral#3 50 12 62 10 0.34 It Lateral#4 50 17 67 10 0.37 ft. APPROVED 500 ft Total Elevation Lift Total Dynamic Head 8.51 ft. JuN Z 6 2024 HEALTH h_7 SECURED UO WITH GAS TIGHT SEAL THREADED UNION SP DMMETER ACCESS ROM SERVICE VALVE FSIYN GRADE -- r-=�Tn DwuHFrE<n FROM SEPTIC TANK ANTI L EMEIKiENCY STORAGE VALVE. NIGH WATER MAIM LEVEL IImE►EMO*T NOYYL OTT LEVEL WORKING VOLUME I FLG FOATSTEI R FLOAT OH ENCLOSED FINE;, _ MOUNTING D. _ CHECK VALVE• ` i Is- SEDIMENTS --. ,InluCENTRIFUGAL 0 Inlr `g PUY�PrCprM/AMBER o-'PAULA JD�JONNSOn '. ffyPICALI LIC�VGED Ul_ TGTiER" AS NEEDED u' FIGURE 2 Septic Tanks must eet atandazds required by WAC chapter 246-272C and n Dept of Health list of registered sewage tanks, manufacturer must be o 5 ( W♦Il[IF1 PuMiutien#337-0Y1 Page 35 of65 - 7 Bronze construction available(139 series) • high head version available(145 sores) - Di shaft zeal versions avarlab to for added pmusc[ion °n m 5e, odels n40/14 for moreinformation,Flow-Mate Technical Data Sheets FMI782,FMZJ83. In high head dewatering or effluent appLications where pumping _ performance is critical, this robust — - ,,,- ,, familyof pumps is known for reliability, durability and performance. These , pumps are especially suited for harsh mru f environments.ZoeUeFsoln design U and corrosion-resistant powder coated epoxy finish add up to a long-lasting, trouble-free product. APPLICATIONS: STEP or drone applications - - Wide rtranzfer Light comi dewatering SPECIFICATIONS. �F 1-1/2'NPT discharge 1/1 HP through 1 HE Available in au[omadc or nonautomatic MADE YL�R1!1 91 OS D ila Ymf • Model 23] 139140'1h"(12 him)spherical solids n ca paci W with vonex'mpeller ��— Model 1453W(19 mm)spherical suits capacity with -,•�,a, - vorteximpeller PUMP PERFO 52/153 NICE CURVE i s�.. MODE 151/ Dose-M ate pL 6 ao IJAIENT ec This is our fastest growing Line of effluent ' <s pumps.The 150 series is truly a workhorse designed for reliability under extreme conditions in an effluent environment. 150series pump cu was coverawide range my a112 of applications. They are WELL suited to z 3c applications with low pressure pipe(LPP) ` s and enhanced flow STEP systems.ZoeLler's ' cool run design and corrosion-resistant, P Y powder coated epoxy finish, in addition i to the hermetically sealed, oil-filled motor < I v o i I and non-cloggingvortex impeller add upto along-lasting,trouble-free product 2-1l' iX APPLICATIONS: Wag STEP eremite applicationsMADE IN THEUSA a ,o zo so a vc ec Light commercial dewatering anuprvs • 1-1/2'"14PT discharge APPROVED 31AONPthrougli ®5' Availableinnonautomaticorwimavadabtelevel JUN 26 2024 piggyback mechanical switch 112-(11mm)sphehaLsotidscapaciyvthvo ex V450�G�G'lh �'iYidCS4E'tTYL HEALTH memaplastic impeller R ET for mo.e inJ°rmution,zee Technical Data Shen FMZ]84. ©All rights reserved. ZOELLER PUMP CO. 1 502-778-3733800-928-7867 1 zoeLlerpumpz cum 9 :sv 3aa r�dMra3`-rva SLN :3-NOS &J9L-L89 �P3E; %Vi JL-L99 WC 3NOHd 4p98o'VM. ONf1OtlD 31ll LWE%06 O d yse�1009 u(ELl9 A8O3 " a oNl JNIH33NIJN3 >I3 O a h S g 5. �s h�` I APPROVED JUN 26 2024 MdSCVC �4r tivlRCti4`ti 0.LdFhLTH � ttET ' 2 n - §_ 'H _ _ DUPL POR-AERa Ofl-.. WPTERT.GNT LID vcNTIMi �(1r1 ' RISER$(rYP) �CfttPl � � ,a'PVOi MA39C NRLINEI � I YCWPLING 5, 8 REDUCER r- } 1'PJG SLUDGE T TER RE'URN LINE I IL�I YWC �� I � J—� CLARIFIER TRASH CHAMBER ATING CERCHAMBER OPERATING CAPACn- CI GALLONS OP ERATING CAllll <O, LO.Sa I CHAMBER FLOOD CPPACT"<9GGKLONS FLOOD C?PACITY'.>94 GALLONS 1fiDCXLOGA 65' 55' 50" 10 36 tI o IiI �o e c� I �TEE TEE APPROVED 12 I� -OFFUSEn—S 121 r /^ 2l PARALEL OTANKWALL <' ��� Z 6 20 _ } SLUD N GERERN RET �— [YET / \ / ,5'TAPER "PIP STONE-FREE NATIVE SOIL OR COMPACTED SAND OVER 40NY SO L INSTALLATION INSTRUCTIONS 1)Ekoavaa tank hole wit vertical walls to I foot larger to, tank on all sides. till bottom of hole is stony,Insall 3'of compact szntl out wit speed. — 3)Install tank in center of hole,keeping 1 t.void space on 2A-&.oWER all 5itles. � 2d'RISER$("YP) ryN s1NG�S, 4) n lank is(Sandy) Swit watt large in void space wit compaC. ^ rov O..• granular rest of boll flee charge clumps of day. ,v Install reap of system,&afix risers to adapters w!t erithoof apr 6)perform Watertightness 6)Pedonn watertightea tes:In field as ragoired by local 'C'scC110a I �tY R6ER� ])Upon apprpwl to backfill.Carefully backliT wilh native �St,C,,BEO D177E3 f'AR6fE61 spila over tap of tank. ! I '. ' 8)Final grade to surface w avoid chanelling surface _ ___ _ _ -- _ -- -- - --- - - -- _} water Opel tank 1� d AEROBIC TREATMENT TANK DETAIL FOR NITER BNR-500 TREATMENT UNIT ENVIRO-FLO, INC. "�°rSED. 3/01' Waste VI Treatment T, INC.. �..�.� � P.O.BOX 321161,Flowood,MS 39232 scuE. (8]])S36-8476 (601)8 5-41i6 Ask 1" = 1.4 ft. www.enviro-eo.net ��.IC Nu Water i � T i I PARTS LIST NuWater NR Assembly Diagram A DUAL PORT AEPATOR N.POLY DIFFUSER 8 R( , B.W RUBBER WWI CLAMPS 12) N I PV ,27'SECTOR) O S BARBED PT NPT R' 56PGP D.iTSCPXt?'NPiADAPTDR "B'0.EAR PVC N0.5E'OPT!ONAL SI STREET%I?NPT BVSYING:3: O.I:I PIPE(BYI45i E P1/2'S ELBOWl3) R., PC PI PE(BY iNSTA P ���/ � � GI-X1-X1/Z"TEE S.S PVCF,PE(BYINST, LLER) F v T'S'-ELBOW(31 T.VS8 BARRED ADAPTORTO1/a"NAIN /'L " 2M 2'X 1"BUSHING u1/_T STREET.14 qi INSll F�fp I'I�i' "N'JJ .:5�.1 L7FLNLT w 1.2'S . ART TEE V 1/2-PVCCOUPLER T,1 ' ll C l'WG GROSS W 2'COUPLER RYINSTALLER! RE !-COUPLER(BYINSTALLER) Revised 2125/12 9.o�ID (1VW a Septic `D"igs, Jnc. P.' NuWater BNR Pretreatment INSTALLATION & MAINTENANCE Pressure Distribution Systems f=145 ti J 161slN "l"tCt�4'S�C-_tipE5tGlitfi' 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 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 must 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 JJUN26 2024 Y4 CVC"JhJYE'W;&tiYPJ-1_IEILTH Io t REr