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HomeMy WebLinkAboutSWG2025-00057 - SWG Application / Design - 2/20/2025 ,SHELTON. 584 MASON COUNTY 4/S NBTHELTON:30427-97 ,EXT 400 SHELTON:360-0273670,EXT400 6ELFAIR:380-275-4487,EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 FAX:300427-1787 On-Site Sewage System Permit: SWG2025-00057 APPLICANT PAULAJOHNSON' Phone: 360-898-2255 Address: 171 E VUECREST DRIVE UNION,WA 98592 OWNER LAWRENCE MAXINE P Phone: Address: 2830 26TH AVE NE OLYMPIA,WA 98506 OWNER APPLICANT Ellis,Christen Phone: 3604316716 Address: P.O. Box 241 Kelso,WA 98626 OWNER APPLICANT EMPIRE HOME CONSTRUCTION LLC Phone: 360-751-8062 Address: PO BOX 241 KELSO,WA 98628 Site Address: 121 E Ashwood Ln Primary Parcel Number: 320215501012 Permit Description: New 3-bedroom NuWater BNR500 system Permit Submitted Date: 02/2012025 Permit Issued Date: 03/10/2025 Issued By: David Anderson Current Permit Fees Paid: $825.00 beta bal leas maybe raquir mmm mmematm,o(syalem). Permit Expiration Date: 03/07/2028 (5ased oo dme one.letme) 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 Drainfield installation not to exceed designed upslope and downsiope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installeris responsible for obtaining Septic Designer/Engineer installation approval prior to back ill 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.govlhealthienvironmental/onsiteloss-Inspection-request.pbp or call: 360-427-9670, extension 400. OFFICIAL USE ONLY — wRR<ertn. MASON COUNTY � � c H COMMUNITY SERVICES *° •` Z M—E C)M j tq 3 SWG -ZOvc� ©O o 70 ON-SITE SEWAGE SYSTEM APPLICATION m MO /,Pv David Duvall 3 Empire Home Construction � U.l.T WUxE 60 751.8062 3 MMLMIG arPEEECRY.aTAfE.dPCOEE Kelso WA 96626 -I p P,O. Box ox 241 wrEAowen a+Ren aTv.xmcacE Shelton WA 98684 Z) E Ashwood Ln _ „A;DEBse P 360 898-2255 I N Arrow Septic Designs ( ) o vFaxE O Mason C 360 490-3144 y Mason County Excavating ( ) N PGMITfYPF(uY[Iw) IIq WAIFA EO'JPCE �REBIOEHTAL OSS FCOMMUNUYOSS F'GOMMERCVU OSfi MEIPRNATF INDMDVALN£LL E'PRNATE iWPPMmNELI IJ pr PUBLIC WATERSYSTEM ( I TYPE Ef 4KR„I[tFnuY C _ �NEWCONSTRUCTIONIUPGRADES '+'NFPMRIREPIACEMENT O ERDE SURFACING OEXOISTABLE LURE ❑SHORELWE Is SUWMr I Cn DESIGN FORM(REQUIRED) WSEPTIIGESIGNIREQUIRED1 aFDRWM6 tOT 4ZE 17 acres 6iVMIVER(SI(IFP➢PLICABLE) 3 BR x I O gRFcrol:9 To eM DNTF CONdTO�6 M1•K[ueP•.v) Go out Hwy 3 and turn (R)onto E Agate Rd. Turn (R)onto E Crestview Dr. Turn(L)onto E Hillcrest Dr. Turn(R)onto E Wood Ln.Turn(L)onto E Ashwood Ln. Destination on (L). o I o yellow sign: "Empire Homes- Lot 12 MrfYWLYEMWEBfRWIYMY aO.tBAMP/Fa/YOLFFYUYIWN6BFO BIiX 1feIIKKEMYYBEAd I N I N OFFICIAL USE ONLY BELOW THIS LINE E UFfiRPDErFAIIURE EOI1RCa Lb M{wuq NRRMLI DVOLUNTARY OWUNTENANCF/PUM ING OBVIUDINGPERMR [] pMESALE ODOMPLAINT 00TRER. INSPECTOR$gLLWS` CWAY PliE1COY6.nON8 �kb�tY- jZ CvGllv�lS C�'� I �fF af'3l" v1� 281' havf �3�a+ z`" ti r�lrlO 9 +ort RFCORO MI.W NOAXO IxYin WiI W l PEPJRr SpLCWEF: •VERY O.OMKAV B•IAMD L•LOAM &•MLl C•CUY E•E%TAWE\Y flaflWTa REWIPEOiCA gN0.A%AdMt 1pr(agNATWf wTE APPLIwIM.X "T"D`TE A%LI 1MNPWROVED'1&9UC-0BY wiE jl3��rs � h? /o Za2r I&FORM MAY BE FCANMIOANDAVA AR!FORPUBLICVIEWON T„EMASONCOUNWIMIMBITIR RENBFO tb)r101a i DESIGN FORM—PAGE ONE Assessor's Parcel Number: 3 2 0 2 1 — 5 5 — 0 1 0 1 2 A design will be reviewed when 3 cache of each of the following are submitted: v Completed design form that has been signed and dated. °Scaled layout sketch,including all applicable items on checklist a Scaled plot plan,including all applicable items on c l hecklist. °Cross-section sketch,including all applicable items on checklist. This form may be scanned and available for ublic view on tha Mason Court Webalte.Marimum 'size: Il"XIZ" `PARCEL IDENTIIrICATfON . - C''� - Arrow Septic Designs,Inc Permit Number: SWG� f00 f DesigneisName:Applicant's Name: (380)898.2256 Empire Home COnslmcfOn Designer's Phone Number: in E Vueaest Dr Mailing Address: P.O.Box 241 Designer's Address: Re18o WA 98626 Union, WA 98692 Ch State Zip CitY, State ZDPSI. .'PARAMETERS Treatment Device ❑Glendon Siorilter [I said Filter ❑Mound ❑Send Lined Drain6etd ❑Reeirculaing Fihtt,Type 0KA<robic Unit Meke/Model NuWaler BNR-500 ❑Disinfection Unit Make/Model Other: Deerfield Type O Sub Surface Drip ❑Gravity 6d Pressure R(Trench ❑Bed Septic Tank/Drainfield Specifications Laterals 3 Schedule/Class 40 Number of Bedrooms 38 It Daily Flow:Operating Capacity 270 gpd Length Daily Flow:Design Flow 360 Sp al Diameter 1.25 in Septic Tank Capacity(working) NuWater BNR-600 gal Number 4 Receiving Soil Type(1-6) 3 Separation 5 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Ara 450 ft2 Total Number of Orifices 32 Designed Primary Area 456 R2 Diameter 3/16 in Designed Reserve Area 450 ft2 Spacing 60 in TmnchBed Width 3 ft Manifold Trench/Bcd Length 162 R Schedule/Class 40 Elevation Measurements Length header it Original Drainfield Area Slope 3 % Diameter 1.25 in New Slope,IfAltered 3 % Preferred manifold configuration used? 111'Yes ❑No Depthol'Excavetion Uadoo, 12 in Transport Pipe from Original Gmde Doasslope 11 in Schedule/Class 40 Designed Vertical Separation 13+ In Length 80 it Gmvelless Chambers Required? ❑Yes ❑No R(Opilunal Diameter 2 in Pump Required? I6 Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Numberofdoses/day 4 Diff.in Elevation Between Pump&Uppermost Orifice 5 ft Dose quantity 90 gal Dmwneld squirt Height/Selected Residual(head) 2 B Chamber Cupucity(Budd) 110do ad Uppermost Orifice d Higher O Lower than Pump Shutoff- Pump controls:Please check those required. Capacity Q Total Pressure Head 18.88 gpm affinter 03Elapee Meter IiTEvent Counter Calculated Total Pressure Head 8.29 R If Timer: Pump on 2 ml^ules ,P=P Off 8 houm Comments ) OT-q DESIGN FORM—PAGE TWO Assessor's PIN"INtnlmr:3 Y 0 2 1 Permit Number: SWG DESIGN CHECKLISTS Scaled Plat Plan Scaled Layout Sketch Cross-Section Sketch RI Tan hole locations fa Drainfield orientation and layout Reference depth from original grade; Soil logs Trenchlbed dimensions and ❑ Septic tank 6r7 Property lines critical distance within layout 59 Drainfield rover 16 D-Bo'JV box locations Reference depth from original grade ❑ Existing and proposed wells P within 100 R of property 21 Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts,banks,and locations 19 Laterals,trench/bed.top and surface water and critical areas Eg Observation port location bottom ❑ Location and orientation of fif Clean-out location ❑ Curtain drain collector curtain drain and all absorption Ed Manifold placement ❑ Sand augmentation components lZ Orifice placement Other cross-section detail: it Location and dimension of Rf Observation portsklean-outs � Enteral placement with distance primary system and reserve area toed ofhge® Other Information 19 Buildings 19 Audible/v* I rm referenced Yes No Direction of slope indicator 56 scale of 'i wn on scale Rf ❑Design staked out !a Waterline bar r `• ❑ ST Recorded Notices attached ❑ Roads,easements,driveways, d ^. ❑ if Waiver(s)attached parking * i fill ❑Pump curve attached ld North arrow and scale drawing ❑ fd Evaluation of failure shown on scale bar PAULA JOY JONHSON 51p rJ° Non-residential Justification '. ❑ Rf Waste strength ❑ Rf Flow DESIGN APPRO AL 1'heeadersigneddesigncrmust e tilled install attimeof installation Yes ❑ No 9 - f Q�Q , Date Signature of Designer Datt q The undersigned has reviewed this design on behalfof Mason County Public Health and determined it too: i "ylu compliance with state and local on-site//re/j$/�j r r. Environmental Health 'GOp*,,(y� 1$ v ✓A The design Dis stsIGN amped"Approvedt IS VALID ONLY"by Mason Corny Public ER Health.Health E FOLLOWING CON FNrAl HSAC ✓ The Omite sewage Permit has not expired,the Permit Expiration Date is: ✓ Drainfield site conditions have not been altered to adversely effect conditions of design approves. Please Note. The system must be installed by a cortiticd instullor, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and avallable for public view on the Mason County Web site. Updated Date: 170/2015 WG.Fa14 it aE8 ill E • r yyjF W5! nF Ex "i P s it F�k e§5 i 5�x::� g pR e cry � � � aF c � q ' x� 5 $ l. .. t'• a�gF7 oy"ye �� X A P P P b y . ° 0 T � e � • a •� I� N 'LY Y xa 14 vn 00 AuSOWd 3@T' APPROVED 2 o�q MAR 1 01015 11ASON COUMY ENVIRONMENTAL HEALTH DJA '3y$LopE � Sc� •• t''Za \ \, PLo-f K�0 6�, \ {-l�P121: 1tpHC' CeNSrKvR ioa Lo \�1� � cEL-� 37pZ1-�^ tot2 i0 m,n• A ='rE P60 Fos 6.D �' .t} I; ?j2�� LS -1 ?WTS *co coMPA�rtwt3 q' 3BR N s + R-co LOMPAL�Gj 3 d -6 L 'co J)ocR�s s °F ;,2 25 ' �S + Roo-rs C0VAgkcrlot,/rAo-R't-IN 1 O pO �tl��J� X3S PRtmpw-,� D-f- -rfeockES I DfL1VEWp� ({ESF�6 ¢5' I r i a �� /�S•H W eND D L IJ 6,O f PAUTA JOY J OHNaON••. KQY1 F V O Audio-Visual Alarm Z2o-2s OCleanout © pi O.y�.�pltwd i4 Cs�,h talk kN ti* u+mod O4 NuWater BNR-500 ATU Tank O 1,000 Gallon pump Chamber /k'p/-• O VED O Valve CORtm1 BOX MAR 1 01025 61ASON COU"ENVIROUMENTAL HEALTH 3 ov- q DJA � ti�dEa p S O.C. mih. L Pm-LZ 3 ts—'—__--- - IPD � 2,• s cNRa.- � ��° 6�-V• �M-lees m�. ee.c_y 1.25" Feedo.+^1.� a S to ZO Tymtd oe.aw,u, Pa., Detailed Drainfiek) layout Fns Pitic ;� .• . up & > . a 24•� — R i 0 Vitt . ;4s.0,pF00Nry tR ��� Fh A HFA1� . �s oe�e PJee. Lmwm Rinicfny Layr �_ Drainfreld Gross-Section View Nmm cgmw, I. a nm o m a Mmc O OWrotlon PaN •• PrifgO b..e. Ibk Rd .a„ Nis: fJ.m W . Te b a' PVC PCe frm„ BeMwn el Trim, c Y1. nel, 0 ft EM e! Ey. Lebi Te n:m.ee G,oM. NPsawm. CR m,i pe t ..�frA a,.,i.< a, aw.,era., Pan PV.. ..wi• $ V` eNm m o»o-mT.. Arrow Septic Designs Jinn. er 9 relm N.p,f.0 n aTm>„ �{ PAUL.YSJOYJJONN8ON (360) 898-2255 4f-O9 3 Na Length Length Orifice Al Distance from Distance from Cabral# in, Ft. 8 ,ing Orifices Feeder 81ne n.I Clean1uut In. 1 456 38 60 8 -18 18 2 456 38 60 8 16 18 3 456 38 80 8 t8 18 4 456 38 80 8 T ''Total - -r»s n90t 152 32 I GPM= 18.88 PT ergsovC�N MqR 1 r` Dynamic Head Calculations `F OZf Selected residual pressure: 2 ft' XUlRChdf£ OJq Length(Ft.) #orifices NTgth��ty Transport Pipe 90 32 0.60 ft. Feeder Total Lateral Line Length Lateral#1 38 2 40 8 0.15 ft. Lateral#2 38 7 45 8 0.18 ft. Lateral#3 38 12 50 8 0.18 ft. Lateral#4 38 17 55 8 0,20 ft. Total Elevation Lift &00 ft. Total Dynamic Head 8.29 t SECURED LID WITH GAB TIGHT BIAL THREADED UN165N u°OMETER ACCESS RISER s SERVICE FINNN GRADE VALVE. . FROM come — 1-.—.io OFUUMMLo TANK rj EMERGENOTiROMBE ANTI SIPHON VALVE° 'HIGH WATER ALARM LEVEL ---- — ' NORMAL In OFF LEVEL WORKING VOLUME -1 FLOATNOfAT F FOROR FLOAT 4), ENOLGOW P~ — MOUNTING 890ONWSMIIOIMf• CHECK VALVE °, Yr ._ . 18- ..-. I r i - saarRNTM 'INai auareMemle ------- CENTRIFaGAI PUMP sto wv PUMP CHA MBER nAUtA JUT JO Glit L E ro iGN� :`� RrPtc.L1 Eti I ,ASMEEDW Septic Tattks7fiiW t standards required by WAC chapter 2 46-272C and FiQURE.2 manufacturer must be on Dept of Health list of registered sewage tanks. 5 or WA MH Publication#337-022 Pa8e35of65 - 7 ! Bron2e construction available(I39 sanest High head verslon available(145 series) • Doubleahaft sealversionsavailableforadded protection on modais 140/245. Flaw-Mate For mare informadw,see Technical Data Sheets FM2782,FM2783. In high head dewatering or effluent applications where pumpingnv F�a performance Is critical, this robust family ofpumpsis known for reliability, durability, and performance. These ; pumps are especially suked for harsh i environments.ZoeReescool rundesign and corrosh mresislant,powder coated epoxy finish add up to a long-lasting trouble-free product. APPSTEPorLICATIONS: onziw applicadons v Wate,uansfer • Light commercial dewasedog SPECIFICATIONS: 5`@ 1-1/1'NPT discharge �,� �j��/+ • 2/2HPthmagh2HP 1 --•} • Avallableinautomadcornonautomatic uu • Model 337.1;9.140:1/2'(1l mm)spherical solids capedty with vortex impeller i w • Model 14513/4•(19 mml spherical solids capacity with ,r,•..+, - uvn vortex impeller tT2 (l "`i I Ofl,EW)IJRLCNT" yk � S• - — �� PUMP PERFORMANCE CURVE MODEL 1511152/153 Dnae-Mate This is our fastestgrowing line of effluent ° x pumps.The 150seriesistrulya workhorse designed for reliability under extreme 12 n conditions in an effluent environment. m 150seriespumpcurvescovera wide range w 10 of applications. They are well suited to >o applications with low pressure pipe(LPP) a nl andenhancedftow5TEPsysmms.Zoelter's N cool run design and corroslan-resistant, a re coated epoxy finish, In addition to the hermetically sealed,oil-fitted motor n and non-clogging vortex impeller add up to a a long-lasting trouble-free product. 10 APPLICATIONS: • STEP.,oasite applications pMp� s pKINxtlMNIID(MI�R1 • Light commercial dewatering autoxa BPEae'IPAT174P: 1-1/2'NPtdischalge CC rw.-e uwvra ••• 3/10 HP through W HP q • Available in nonauromadcorwithavadablelevel piggybackmecharicatswltch ofa"(12mm)sphedcalsolidscapadtywlthvonex thermmplasticimpeller i Q 1U`L Formo infomariamsee Tnhnimi Data5heeIFM2784. fl,'/{S((��yy/i�n�s d2Alidghtsresewed. IOELLERPUMPCO. 1502-778-2731I800-928-786T11d611�Ip�69AbNG1FNTq(ry(A�iN A (0 &r-9 gIEI,ppM pEMTOR'.. maE wAlE jM,) I Rtmn f.wc(irrl . L"LW, Lw3nc CDUEDULFNRD a• TEE 1P viwc u YI �! Two DISESTERCHAMSEP 1 TRAIN CHAMBER pEMmk0 W4<m':Ix13aLLDxs CHAMBER ! I CIEMTW6 WACRM:N]MLLONi iLOOD WACilY:19LMLLONt ipOALlp1a iL000 W/.C11Y:IL dLLLdla I ! ^ ftGOD:1916LL.I I• p EO' i• F1AR„! meII 0 2025 ld NCOUN7YEMV( LY D JA h1�fN7A(NFA(7H �v�a�.Le.oiiH WH t <• i' SLUWE AE111RN Y E'TwsA [y�py P2��pWP STOHBraEE NATIVE BDI DA CCPP. DSAND OYER6TONY60E INSTALLATION INSTRUCTIONS f)EipviM MnkI HR VSRIwIssm.to 1(dN 19m. an kink dp. .�--- ax• 2)I1 baWm DaDom of hob is sl9ny,baWl3'of wmpaq pntl 81svM aHaHUI sd.p. r-- _mo �r_—' ——— S)Imwt@*Ln ofhdo,kpp'nEiA..Idspicoon 19•mam6 erxaLErt p skip. L 4)As WIk N MEgv "W.pin vaM ippvAN oompa0 ! TCP DFL BM11YWr(wdy)tdl]nNUIIBWdumpt6(dty, ! E)IMYA IpICIn/ibm.d.NNI(pRb9daGlMe vAtll I� (/�� 1.2• wsloryrool AehosNs. ! !1 .X.�� 6)PaMm waWlNhNps MsI In ANd prpulrp Mlocei 1 ii 1TRSER I. pnmidton. i ])Upon sppioval b blCkAll.cueNYY WcaRil rdlh npvt I Gl9b]tEE IraeeltRGl aeNs ovorbp of bnk. L-------iL-- - -- --L__J S)FNBIBIMS DN surtaoa b xvaM chendfmB suAace waW bweM kink. Tnp NEW r•xen AEROBIC TREATMENT TANK DETAIL FOR NUWA TER BNR-500 TREATMENT UNIT ENVIRO-FLO, INC. R 60.. 3101112 D P Oe BOX 321161,Fanwood.MSS 39232 scA l (677/63&M76 (W)"4 47161sx 1" = 1.4 ft. '1 of c3 NL Wat r f,1ssono MAR 1 p 2025 UNtyrvvl NME \,\ pjq NIA(NEA1n) I \ I I � I I PARTS LIST NuWater NR Assembly Diagram I A.DUAL PORT AERATOR M.POLY DIFFUSER MR(RI B.SIT RUSBER W W CLAMPS 12) N.VPVC(E 1?SEC➢OH) C.B'S'BARBED ADAPTOR S 12 NPT(2) O.1'SLIPCAP D.1?SUP%11Y NPTADAPTOR P.W CLEAR PVC NOSF(OPTIONAL 5; E 1'STREEXt?NPT SUSMINO(s) O.VY'PYL PIPE(BY INSTALLER) • V w WTEE S, PIPE Iry INSTALLER) 0.1'X TEE S.TPVOPIPE(BY ADAPTOR TO H.1-0-ELBOW(a) T.+le"SMSED ADAPTOR TO 1IT NPT R) I Y X P BUSHING U.112-"EETX In'NPT SUSNMG I3 1 Y&JATARYTEE VI/Y PN COUPLER K.1'PUC CROSS W T COUPLER 19Y INSTALLER) L 1"000PLER UW INSTALLER) Revised 2/25/12 � oFC/ NuWater BNR Pretreatment INSTALLATION & MAINTENANCE Pressure Distrimition Systems r PAutntic QOHNSON'� e d I. Install Laterals with contour of the ground. ,LQ _. . 2. Install trench bottoms level. 3. Install locator tape or rebar at each end of all drainfield laterals. 4 lateral in drainfield with bottom i extending to the dcated on the plot lrainroeWnative soil interface.e required at distal end of Install face. 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 tines 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. IS. 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 j discuss setting up a schedule for your required Operation& Maintenance on your dd NuWater pretreatment system. ) q �F.q MAR 10 zoa� MASON COUNTY fNVIRo h6M-NTAL HEALTH DJA i