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HomeMy WebLinkAbout030-737-03-5313-SAN-2020-217Industiy Scrvitcs Division1400 r Washinglun AvcP.O Box 7162Madison, WI 53707-7162(LStSanitary Permit Applicationtn Kconlance wilh SPS 383.21(2), Wis. Adm. Code, sulimission of ihis forni lo the appmpriaic govcmnienlal uniiis required prior lo obtAiniog a suiitary pcxtoii, Noic: Applicnlion foniw for sialc-owucd POWTS arc suhrmtled tothe Depattmeni of Safety and Professional Services. Personal inforniaiion you provide may be used for secondarypurooscs in accordance with thcPris'acvLiLW, s, 15,04(1 Km), Stais.I. Application Informaiion - Please Print AH InformalionProperty Owner's NameIjohcfT J. /»a/y ^CCOt'Property Owner's Mailing AddressHift jK/ ifvi'Ot jrCity, StatePa/'T SqIajT Li/cit ift-Zip Coden. Type of Building (dicck all that apply)i2 1 or 2 Vainily Dwelling Number ofBedrooms ^D Public/Cummacial - Describe Use.D State Duped - Describe UsePhoac Nundierl.ol PDiock#CSMNumber7^33CountySaaiCary Pe/mii Number (ro he fiUed m by Ca.)Mr9^sState Ttansacrion NumberPfujeci AdrJiCi^i^ (ifdiiroetii rhun mm bug address)X3o3a3 SfA>es«f. /yPaieci tfO3C73703Sil3Property l.ocationGovt. Lot XiJ}'/<. Scclion{eiii-lcQtiO■K Jj N; R JSubdivision NameD City ofD Village ofIS Town ofin. Type of Permit: (Check only one box on line A. Complete line It if applicable)A.B,□ New SystemD Permit RenewalBefore ExpiraliiinRqtlacemeni SystemD Permit RevisionD Treaiment/Uolding Tank Replacement OnlyD Change of PlumberD Pcnnil Transfer to Newtlwnei'D Other Modification lo Pxisling System (explaiit)List Previous Pertail Number and Dale IssuedGl -7-?Soo ?TV. Type of POWTS Systcm/Component/Devicc: (Check all thai apply)B Non-PrcssuriTcd Iri-Ground Q Pressurized In-Ground D Al-Giatle D Mound > 24 in. of suiiahte soil D Mound < 24 in of suilahle soil□ Holding Tank □ Olher Dispersal Component [explain) □ Prclrcatnieni Device (explain)V. DispersalTreatment Area Information;Design Flow (gpd)100Design Soil Ai^iication Rate(2pdsf)iJLDispersal Area Required (sf)Diq>ersal Area Proposed (sOSoHSystem Blevaiionno'VT. Tank InfoCapacity inGallonsGxisLing TanksTotalGallno.s«orUnitsNfanufacHirertm. ■■.§1iiu Oa22^^^icjor Mftlding TariifysoCliambeiSot)Co/rtbtjJXSo-SkA <cXVII. Responsibility .Statement- I, the undersigned, assume rcspon^lllly for Installation of the POWTS shown nn the attached plans.Plumber's Name (I'tint)GAuc^.Plumbci's Signature(^WstPR.SNumheV9rBusiness Phone Number7/y' fY3'JliS2I'lumba's Addicis (Street, Cily, Stale, Zip Code)hli Af HoVIII. Cuimty/DcpartnientUscOnlyDisapprovedD Dwaici Given Reason fur DenialPermit Fee^ Hoo.CODate issuedIssuing Agent SignatureIX. CoDdlllDns of Apprnval/ReasoDS for DisapprovalNO REFUNDS AFTEBISSUE OF PERMITOniGINALAttach to cunplctc plans for iW and sobmtr tofhr Cottnly unly on paper nul leis ih»n R t/7 s II <SBD-6398 (R. 08/14)sawyer.ZONING administration m peoMat JN GROUND AND DOSING DISTRIBU1Residential ApplicationINDEX AND TITLE PAGEProject Name:Owner's Name:Owner's Address:MC Coy GeomatRobert&Mary MC Coy1168 SW Irving STPort Saint Lucie, FL 34983Property Address:2303N Senesac RDLegal Description:TownshipSubdivision Name:Lot Number:Parcel I.D. Number:Plan Transaction No.:T 37NWWeirgorCounty: SawyerBlock Number:GSM#: 783330737035313'Ih'flex Pagesn n - "Page 1Index and titlePagesPlot planPage 2Data entryFilter specificationsPage 3GeoMat dist. cell drawings & calculationsSoil testPage 4Lateral and cell cross sectionSoli testPage 5Management & contingencySoil testPage 6Maintenance & specificationsPage 7Tank cross sectionsPage 8Distribution mediaA-1 PlumbingLicense Number M.P.220498Date:08/27/20Phone Number: 715-943-2382Signature:Designer StampSramp!State of Wisconsin Approval Stamp:Designed Pureuant to theGeoMat In Ground Component Manual Ver. June 26, 2018 VersionPage 1 of 10 In Ground and Dosing Distribution CpmfDesign Worksheetsrtff^mTOT^ation200.001.50300.000.0096.0020.000.7099.6699.7498.002.24(IResidential or Commercial DesignEstimated Wastewater Flow (gpd)Peaking Factor (e.g. 1.5 = 150%)Design Flow (gpd)Site Slope (%)Prop. System Elevation (ft)Depth to Limiting Factor (in) •In-situ Soil Application Rate (gpd/ft^)Lowest Original Grade Ele. In System Area (ft)Highest Original Grade Ele. In System Area (ft)Limiting Factor Elevation (ft)Depth Below GradeNtSD Required?3.252.00Cell Width (ft)Dispersal Cell Design Loading Rate (gpd/ft^)Influent Wastewater Quality (1 or 2)3 Number of Cellsmmmmmsmwmm4.254.080.502.0025.0095.253.502.851.398.2434.08JLoSystem dosedCenter or End Manifold, Dist. Box or Drop BoxNumber of LateralsLateral Spacing (ft)Forcemain Dralnback (gal) Does the forcemain drain back?| YForcemain Filter Loss (ft)Forcemain Diameter (in)Forcemain Length (ft)Inside Pump Tank Elevation (ft)System Head (ft) x 1.3Vertical Lift (ft)Friction Loss (ft)Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm)Minimum Dose Volume (gal)System Demand (gpm)Wariinacitjrerlhlbnnai^^Treatment Tank InformationEffluent Filter Information750.001 Septic Tank Capacity (gal)ManufacturerSkaw PrecastOrenco Systems8' FT0854-36FT0854-36A.Filter ManufacturerFilter Model NumberDose Tank InformationGallons/Inch Calculator (optional)500.00Dose Tank Capacity (gal)Total Tank Capacity (gal)Total Working Liquid Depth (in)gal/in (enter result in cell DoseTankVolume)14.23Dose Tank Volume (gal/in)Skaw PrecastManufacturerProject:MC Coy GeomatPage 2 of 10 ; In Ground Plan View3 - CeU GeoMat"o;ccc5:ororoororcroororoorororo12.00ftA3,25ftBasal Area Required428.57143K1ftB32ftBasal Area Proposed504S1.00ftL34ftW15.75ftft"fPBasal Area CalculationGPDLoading Rate3000.7Total 428.57143gal/sq R/dayNumber of CellsGeoMat Dispersal Cell Basal Area CalculationGPDLoading Rate3002.00gal/sq ft/dayTotal150ft'Proposed312ft'GeoMat Width3.25RCell Length32.00RLineal Feet of GeoMat Required46.2Min. Cell Length15.4flLineal Feet of GeoMat Proposed96Cell Spacing1.00RNOTE: Min S dimension = f'System ElevationLimiting FactorSeparation96-Aft tft 2'M/nDirections;Pfay with ceil length to get desired cell spacing, length and width. Remember system SHOULD be longer than it iswide. It must also Satisfy basal loading rate and GeoMat cell loading rate.Project; UC Coy GeomatPage 3 of 10 i:/z,lf^- n.•. C... ■-..." •■) /■.' ( ■, 1..^. JHole spacing is every 12". ^rST hole ai 4 & 6 O'clock, starting 4 O'dock 6" kom end and8 O'clock Holes at 12" from end.Lateral Spacing I 4 25lft Pipe Diameler4.00|insn ueTruross^tetibn99 74 ft ^ Finished r.nA<-SodCranecDSKodBd —2.24 ftPipeKi..Top of geomat to be at orbelow orlglrul grade',', 'T ' IzzIII];[^sttiletHa.^UmlLetelInfihtittTS...^Fihrie^_aEoii«rCODpCB^SS20 n.1y^/i>^y>y^«>fafiTTr«iive Sut&co55 = 5ENATIVESOrLi^WtoFitter99.74 ft12- Min.48' Max.r:: ^9enOiat.Project MCCoyGeomatPage4 of 10 Notes/ Maintenance RequirementsMANAGEMENT PLANThis private onslte wastewater (POWTS) has l)8en designed, and is to be installed and maintained in aocordanoe witt) SPS 383, Wis. Admin.Code, the in-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-10705-P(N.01/01). GeoMat in ground Component manual Version 1.1. This POWTS has been des^ned to aocommodate a maximimi daily flow of f^j^aHbns of wastewater per day. Thequalttyofinfluent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of tfte following.A nronthly average of 30 mg/L fots, oil and greaseA monthly average of 220 mg/L BCM35A monthly average of 150 mgA. TSSWastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcementstandards and preventative action limits specified in ch. NR 140Tables 1 & 2 at a point of standards application, except as provided in DSPS383.03 (4), Wis Admin. Code.2. The owner of this POWTS is responsible for s^tem operation and maintenance.3. Defects or malfunctions identified during maintenance described atrove shall t>e repaired in confonnance with SPS383 Wis. Admin. Code,and the pertaining county Private Sewage Systems Ordinance. The user's manual, provided to the owner of the POWTS includes the namesand telephone numbers of the properly licensed individuals to contact for such repairs.5. No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept.of Commerce in accordance with SPS. 384, Wis. Admin. Cods.6. If the POWTS is replaced, or its use discontinued, it shall be abandoned in accordance with SPS 383.33, Wis. Admin. Cods.NOTESTwo Effluent Filters to l>e installed wfiere possBrie 1 to be installed in ST. and or 1 hi pump tank inOlder to htsure particle size less tfian or equal to 1/8'. initers sfiould be cleaned once in spring, and once in foil. Afoo. strahiers hi sinks inthe building shall be maintained, so that solids and fots are mintmized to flow into system.A minimum of 2 observation pipes per cell shall t>e Installed. These pipes shall be located approximately at the end of each cell.The plumber, or county shall see to it that a copy of these plans indudii^ this page, maintenance folder, and maintenance agreanent isgiven to the homeowner.This system may contain a dose chamber. If a pump, float, electrical outage causes the dose tank to fill, the hrnneowner should see to it thatthe effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage.Contact a pumper or your installer if this problem occurs.The homeowner is responsible for fonnulating a water conservation plan that will ensure the system Is rarely overloaded. I.E. spread laundryout over time, not 6 loads in 2 hours, while everytrody showers, and uses the toilet, ETC.CONTINGENCY PLAN FOR COMPONENT FAILUREA. Septic Tank. Any structural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septk: tank componentLeaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints watertight.B. Outlet Fitter. The outlet filter shall be replaced or repaired when it is eitlter no longer capable of prevantir^ ttie discharge of particles largerthan 1/8 inch or when it has become permanently degraded by dogging so as to interfare with the des^n fkw out of the septic tank.C. Dosing chamber and pump. The dosing chamber shall be replaced if any structural failure Is found. Leaks In joints tretween manholerisers or covers shall be repaired by repladng faulty seals with approved materials to make joints water-tight The pump and controls shall bereplaced when they are no longer capable of fundloning according to the design plan.O. Pressure Distribution Piping. Partial clogging of the distribution networic may result in unduly long dosing cycles. The ends of thedistribution laterals may be exposed and the threaded end caps removed. The piping can be disconneded on the outlet end of the pump.The distribution piping may then be back flushed to deanse any accumulated matter from the piping. It Is recommended that the dosingchamber then be pumped by a licensed plumber.E, Soil Absorption Cell. The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazardcreated by the effluent. All foilures created by surface discharge shall immediately be reported to the appropriate county. The pump shallthen be immediately disconneded to prevent further discharge to the ground surface via the soil absorption cell. The existing septic tank anddosing chamtrer shall t>e used as a temporary holding tank until the necessary repairs to the soil atrsorption cell can be achieved. Thereplacement shall t)e Initiated only after any necessary plan approvals have t>een obtained from ttreappropriate plan review authority and the required sanitary permit is obtained from the county.Project: MC Coy Geomat Page 5 of 10 ,l.n.Grp.uod System Maintenance;Service Provider's NamePOWTS Regulator's NameA-1 PlumbingSawyer County SPIA - Zoning AdministrationPhonePhone715-943-2382(715) 634-8266System Flow and Load ParametarBDesign Flow - Peak300qpdEstimated Flow - Average200SPdSeptic Tank Capacity750qalSoil Absorption Component Size104ft^Type of WastewaterDomesticMaximum influent Particle Size1/8mMaximum BODS30mg/LMaximum TSS30mg/LMaximum FOG10mg/LMaximum Fecal Coliform10E4cfu/100 mLService FrequencySeptic and Pump TankEffluent FilterPump and ControlsAlarmPressure SystemIn GroundInspect and/or service once every 3 yearsInspect and clean as necessary at least once every 3 yearsTest once every 3 yearsShould test periodicallyLaterals should be flushed and pressure tested every 3 yearsInspect for ponding and seepage once every 3 yearsMiscellaneous Construction and Materials Standards1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertighf capand are secured In as shown In the GeoMat In Ground Component Manual Ver. March 20, 2017.2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMal In Ground ComponentManual Ver. March 20, 2017. Media is covered with an approved geotextile tebric.3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code.4. Scarification of basal area is accomplished with a rake or other tool.5. All disturt>ed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration.Lateral Tum-up Detail;■; 6-8" Diameter> Lawn Sprinkleri ' BoxFinishedGrade\- lateral Ends at last Orifice Where: Oec-M?.-":Threaded CleanoutPlug or Ball ValveLong Sweep 90 or Two45 Degree Bends SameDiameter as LateralDistribution LateralLateral Cleanout96 FeetProject: MC Coy GeomatPage 6 of 10 Dose T^klnfoimatiotij^l.ockiny cover wiili «amiiii; label,locking device .and walcr lighl sealM-1-—4" Inkl11JJ. I'iiiblicd OraJtf4" Clean out PipeIdcclricalboxas per N1:(' .IDOmid SI'S.4K..:8W,;U-LWires I'rom likciric sourceIi^M^cddinJ- Vcmcd CovirrDL>cumicciOptlonnl bolj \j((vclocoiurol spcdd ofcniiicnl hciii^ dosed\Opiional 011-811 dupipe lolin onioj(loss stopand vvnierliglil c.askctJ-ASIM.KUencase rmventiinsilMsniundFumcoU'ecp h«4c iw anin .Kklllieli walcr alarmT I'liiiip On rioai^I'limpOllTloal^DForcemain diameter2 in.Pump off efevatton (ft)96.25Dose tank elevation (ft)95.25DimensionInchesGallonsA18.74266.70B2.0028.46C2.3934.08D12.00170.76Total35,14500,00Filter ManufacturerFilter Model NumberAlamri ManufacturerAlarm Model NumberPump ManufacturerPump Model NumberPump Must DeliverSim / Tech FilterSTF100 1/16SJE RhombusABZoeller CompanyN98Skaw PrecastCapacity500.00Volume14.2312,00 gpm at8.24 ft TONNote: Switches containing mercury may not be used in this system.Project: MC Coy Geomatgal/inchPage 7 of 10 3.25 |Ce» Width <lt)2.63 ISWawall to Lateral (ft)Distribution Ceil CrosS'^ectlon Amingements" " _o._Q_O OdthDution PipeGeoMat is covered with approved geotexlilef^nc as per the their pfoduct approval.Distribution Cell Plan View Layout - TypicalI 335 ICenWMth-Am)r 3200 ICeULangth-BWl£»«/ Corineclrori Lateral Layout Diagiamn mmm '■ 4'm*. T-M,Finished GrarleOuO^bo&OQLattralLcvdDuummFabricPnDii..GEDMAXCuuj|Xit¥iijjSurfiKe' I ' I ' I ' I 112;ASTM33 Sand ' i ' jJiJi 'r E = ~ rNATI VESDiLr^^hrrifegFicttrSee details on papa 4 for nunper, size, aid spacing of Isferab.Profecr MCCoyGeonaiPaoe8ollO 'jfowwsy '"•f/osi. X^^Jl'looJ as ll»/y, • "> -Iif -ilvif ii-iv •((, If hie hi hie (tit 'Ss/n.Wfo UtStoLlloto ifi*>J9j r^L 'n PLi 'X t S hX«l CfiX J<'7 i^o XJ^ PiolX ■|9~ • fl-rtA ^1"'^ Oi Jp'* itO ^ \xu<» HO <0 >!*'/■ Pi iP/»' ypoiy i»/*v/'yp -f r/vi 'O/r^Dxs °*> fV J.f r^hLht i^OP'ixs jf-/, (^bh f ■ 7;/ 'ifjfl 7 iA<t.^ ,19 -(pinjj rfs ie 11 hoOOW kj»nf GALLONSLtTERS ,PUMP PERFORMANCE CURVEMODEL 98MODELShut-off Head:10 20 30 AO 50 60 70 so1 i 180 160 240aow PER MINUTE23 tt,(7.0m)3 ni — -— i M --— «5« —1• 'i' 1T1:n3^FNir'-_LCONSULT FACTORY FOR SPECIAL APPLICATIONSElectrical alternators, for duplex systems, are available andsupplied with an alarmMectianical alternators, for duplex systems, are availablewith or without alarm switches98_SoMoa^ Volt5-Ph I Mode | Ampt1115N98115 1 1Non0981 230AuloControl SeloctlonSImplox Duplex12 Of 3 IE98 2301 I NonSELECTION GUIDE1. Integral floal oparaied mechanical switch, no external control required.2. For automatic use single plggybacl< variable level float switch or doublepiggyback variable level float switch. Refer to FM0477.3- See FM1228 for correct model of simplex control panel.4. See FM0712 for correct model of duplex control panel or FM1663 for aresldenllal alternator system.For information on additional Zoeller products refer to catalog on Piggyback Vanable LevelSwilches, FM0477: Eieckical Alternator. FM0486: Mechanical Alternator. FM0495; Sump/Sewage Basins, FM0487; Single Phase Simplex Pump Control. FM1596: Alarm Systems,FI40732.FaTaution IAll installation of controls, protection devices and wiring should be done by aqualified licensed electrician. All electrical and safety codes should bo followedincluding the most recent National Electrical Code (NEC) and the OccupationalSafety end Health Act (OSHA)Variable level float switches are available for controlling singleand three phase systemsDouble piggyback variable level float switches are available forvariable level long cycle controlsRefer to FM1922 and FM0806 fortemperatures above 130°F"Easy assembly"(pump & dcsc^ar96 pipenot ioduded,^OPTIONAL PUMP STAND P/N 10-2421• Redui»s potential clogging by debris.• Replaces rocks or bricks under the pump.• Madeof durable, noncorrosiveABS.n Raises pump 2" off bottom of basin.• Provides the ability to raise intake by adding sections of V/s"or 2" PVC piping.• Attaches securely to pump,• Accommodates sump, dewatering and effluent applications.NOTE: Make sure float is free from obstruction.RESERVE POWERED DESIGNFor unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.www.ioe//er.con7FUMF rn.^ MAIL TO; PO. 80X 16347Lowsville. XV 40256-034 7SHIP TO: 3649 Cane Run RoadLaiisvile. KV 402ff-f96)(5021 77S-273( • I (800) 928-Pi;MPFAX 1502) 774-3674/Manufactunisol..PiM4PS fflMCf /ffFff© Copyright 2010 Zoeller Co. Ail rights reserved. WARNING D£ATH MAY OCCUR IF TANK IS ENTEREDWITHOUT PROPER EQUIPMENTNOTE; SEE INNER WALL PHOTO ON THE •EXCLUSIVELY AT SKAWS' PAGE.7-Cl.j-3.00-27.00■24.00„p3—C=l-27.00--24.00-1 27.00ISKAWrSO^70.00OUTLET END VIEW OF TANK■2.00INLET4 INCH PRESSSEAL GASKETINSTALLEDWHEN POUREDTi3.00-■ BAFFLE1B.OO—y^2.00FILTER36.009.00-|—16.00— t.OO-l1OUTLET yA IMrJA4 INCH3 00-i SECTION VIEW OF TANK AND COVERPRESSSEALGASKET■3.00Model Number: 750/500Approved for SEPTIC/SEPTIC,SEPTIC/PUMP,SEPnC/SIPHON OR HOLDINGWeightInlet Dim.Outlet Dim.Uq. DepthGal./In.Nom. Cap.11,040 lbs.42"40"36"14.23512.28 gal.SKAW PRE-CAST26255 105th Street, New AuburnWisconsin 54757www.skawprecast.comPhone: (715) 967-2277Toll Free: 1-800-924-8625Fax: (715) 967-2707 Real Estate Sawyer County Property ListingToday's Date: 612712020Property Status: CuircntCreated On: 5/8/2012 9:17:10 AMDescriptionUpdated: 5/29/2020Tax ID:41297PIN:S7-030-2-37-07-03-5 05-003-000130Legacy PIN:030737035313Map ID::3J3Municipality:(030) TOWN OF WEIRGORSTR:S03T37NR07WDescription:PRTGOVTLOTS2&3 LOT4CSM32/88 #7833Recorded Acres:2.320Lottery Claims:0First Dollar:YesWaterfoody;Chlppewa RiverZoning:(RR2) Residential/Recreational TVroESN:432Tax DistrictsUpdated: 5/8/20121State of Wisconsin57Sawyer County030Town of Weirgor540735Bruce School District001700Technical Collegeai^ Recorded DocumentsQ WARRANTY DEEDDate ReccHded: 5/16/2012Q CERTIHED SURVEY MAPDate Recorded: 5/1/2012378454Q WARRANTY DEEDDate Recorded: 4/30/2012OwnershipUpdated: 5/29/2020ROBERT W & MARY E MC COYPORT SAINTLUCIE FLBllllnn Address:ROBERT W& MARY E MCCOY ROBERT W & MARY E MC COY1168 SW IRVING ST 1168 SW IRVING STPORT SAINT LUCIE FL 34983 PORT S/VINT LUCIE FL 34983Site Address * indicates Private Road2303N SENESAC RDRADISSON 54867Updated: 5/8/2012@ Property AssessmentUpdated: 6/10/20202020 Assessment DetailCodeAcresLandImp.Gl-RESIDENTIAL2.32041,30057,1002-Year Comparison20192020ChangeLand:^,00041,30018.0%Improved:40,00057,10042.8%Total:75,00098,40031.2%^ Property HistoryParent PropertiesTax ID378725 S7-030-2-37-07-03-S 05^3-00009041067378447HISTORY B Exoarwt AH History White=CurTent Parcels Pink=Retired ParcelsBTfflt IP; 3;tS74 Pin; Pin; W07?7WS3Q2 Mw IP;B Tax ID: 31572 Pin: 57-030-2-37-07-03-5 05-002-000010 Leo. Pin; 030737035201 Man ID: :2.1B Tax ID: 41067 Pin; 57-030-2-37-07-03-5 05-003-0000^ Leo. Pin; 030737035309 Man ID: :3.941297 This Parcel ^ Parents ^ Children SoilProfile SheetOwfttr: Aobfft AiCcc*f Soil Tester: t/f 'T^ejUajfSystem Elevation'. Load Rale: . 7 System Ranee: to f/-^/ffeJiL—j..-17 -K -tis::1H -f J -nn Slo11.Af'y.'cIf. a'17-1'• V/.t13.1'JU11.6C's;t -i/ .lr11.0'y.'c n H/.(,St'L AfP• mj17. a17.0'■Vh11.9'&1Ju ■ (/. fr1Wsk i-A17.p'Sit, V('MP^ 17.0'thj^//•^13.S'