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HomeMy WebLinkAbout026-939-26-5308-SAN-2020-197Industiy Services Division1400 E Wsshisgton AveP.O. Box 7162Madison, WI53707-7162^£i-/STSanitary Permit ApplicationIn leetgdince with SPS !^IP Wi« Arlm nf ftwm tn th« jppiiipTijtp. gmiPKWinwtf 1 imHii requited prior to obtuunj a uoitiry pamh. Kotr Applicstioa fiami fix (tate-owiied POWTS se lubmitted to Jwya ak/truM (if mwimgthe Departmeoi of SsCet)' sod Profecsioaal Scrviocs. Poeooal mtbcmeiiaQ you ptovide may be used fiir seeoDdsypiapoees in n'weiiertue with the Privacy Law.». 15.04fIVal. Stan. ^Stan Trmssacrioo NutnbcrHCountySanitity PesnitNttaber (CD be fiUed in by Co.)sL Applkntionliifonnation-PlensePrintAP^nfnimattoniftopcRy Owner'] Name.tcv-vPared#Frtiperty Owos's Mailing Addreur\->SCity. StateZ^Coden. Type of BnUdiog (check all that apply}orlFamilyDwellina-NuaAercifDedniomi 3^n _ TW«y1>« ItjyD State Owited-Deaatbe Use )\JPiopaiy LocdionOovLtotPhone NumberV4.Vi, SectteaX4Lot#T N;Sobdhitton NvMBlock#CSMNnmbtf□ city of.□ Wlageof.Kxownof Scyyvci l-c\Jc!€^IP. Type ofPermit; (Check only one box on line A. Complete line B If eppUceble)B.□ New SystemD PetinitRe&BwalDcfofo Expin&OQD Petmit RevisionD Tfeetment/Holding Taik Replacement Only0 ofPhtti^erIV. Type of POWTS Sretein/CompoBMrt/Devlce; (Cheek ell that applyD Pomit Trinsfer to NewOwnerD nthar VfmttfiiwtiwH tn ("trlttfl)List Previcais Permit Number and Data Iseaed, ija'ihYD Nofr-Pretsuriaed ItnGrouad D Ptceeurizedlo-GiDuad G Al.OTadeDKoldmgTank D Otfaar nigiwMl fiinnjirnmt (»^1«tn)_I ^Momid<24iti.oftnitableioilD Pretieetiumt Device (tmpinin^V. Diapwiel/Treartiaent Aren Internmtlon;Design Flow (gpd)3ot->Design Soil ApplieaticB Rats<gpdsf)/■ ODispersal Area Requited (sf)Dispersal Area Propoead (tf)VL Tank InfoCqiacity inOtilo&iNew TolaPffffthrfl TdwWTotalGaliotu#ofUnibMenufrntursrI11^£ OSeptis or HoUmc TakTT$c77^C-TVatng CbsmbfTVn. ReipottilbiUty Stetemwrt- I, die onderetgned, aeasmc reepondbOity fbr Inetailatlon of the POWTS shown on the BUBehed nlaei.Plumber'i Name (Print) I plumber's Sigunn I MP/MPPfiKiimW i'luohtfSi^DttunMP/MPRS NumberBusiaJerry Ruld Excavating, LLCCode)ees Piwiw NtimbtfStone Lake. WI 54876VnL Coanty/Department Use OnlyD DisapprovedD Owner Qtven Reason &r DenialPeimitFee'ioo.C.-0Due IssuedIssuing Agent SignatureDC Condhtona ofApproval/Reasons for DlupproralORIGINALNOflEFUNOSA^ERISSUE OF PERMiTAUd n oo^sts plaes fbr ths lystm sad •obaUl te the Cosaty raly OB pepn Bst than a td z 11jgSSffl-SBD-6398(R. 08/14} DIVISION OF INDUSTRY SERVICES2850 MIDWEST DR STE 104ONALASKAWi 54650Contact Through Relayhltp://dsps,wl,gov/programs/Defaull.aspxwww.wisconsln.govTony Evers - GovernorDawn Crim • SecretaryAugust 13, 2020CONDmONAL APPROVALPLAN APPROVAL EXPIRES: 2022-08-13Plan Review: PWTS-082001756-CKEITH ESTONI-R23220 VVoodcreck RdSiren WI 54872SITE:Fred Schenibri5595N Ham Lake LaneTown of Sand LakeSawyer CounlyP.O. Gov't lot 3, S26, T39N, R99WConditionallyAPPROVEDDEPT. OF SAFETY AND PROFESSIONALSERVICESDIVISION OF INDUSTRY SERVICESSEE CORRESPONDENCETotal Amount: S250.00FOR:Description: Two Bedroom GSF Mound System \ Sloping siteLljcii GSF Mouiui t'omponent Manual, (5/18), Pressure Dislribuliooti Component Manual - Ver, 2,0,SBD-I07()6-P(N.I)]/0I, R. 10/12), 300 GPD, 20" dcplli to litTiiling factor from original grade. Mainlenanccrequired, F.ffluctu filter. Replacement constructionThe submittal de.scribed above has been reviewed for confonnance with applicable Wisconsin Administrative Codesand Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVF.D. "I'his system is to becoiistniclcd and located in accordance with the enclosed approved plans and with any component inanualfs)referenced above. Tlte owner, as defined in chapter l()],OI(iO), Wi.sconsin Statutes, is ie.sponsiblc for compliancewith all code requiretncnls.No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06,stats.The following ccndilions shall be met during construction or installation and prior to occupancy or use:Rciiiiiulers• A sanitary permit must be obtained from the coumy where lliis project is located in accordance with therequirements ofSec. 145.19, Wis. Stats.• Prior to construction of the dispersal area, chuck the moisture content of the soil to a depth of 8 inches.Proper soil moisture content can he delermlned by roiling a soil sample between the hands. If it lolls into a 1/4-incli wire, the site is loo wet to prepare. If it crumbles, site preparation can proceed, if the site is too wet toprepare, do not proceed until it dric.s.• Inspection of the private sewage system installation is required. Anatigcments for inspection shall be made withthe designated county official in accordance with llie provisions of Sec. I45.20(2)(d), Wis. Slats.• A state approved cfflueni filter is required. Maintenance information must be given to the owner of the tankexplaining that periodic cleaning of the filter is required. Owner Responsibilities• The curretil owner, and eacli subsequeiii owner, .shall receive a copy of this letter. Owners .shall also receive acopy of the appropriate operation and maintenance manual(s) and be re.sponsible for ensuring that POWTS isoperated and maintained in accordance with lliis chapter and the approved maiiagcnieni plan under s. SPS383.54(1).• In the event this soil absoqition system or any of its component parts malfunctions so as to create a healthhazard, the property owner must follow the contingency plan as described in the approved plans.• The owner is responsible for submitting a maintenance vcrilication report acceptable to the county formaintenance tracking purposes. Reports shall be submitted at intei"vals appropriate for the componem(s)utilized in the POWTS.A coov of the anorovcd tilaiis. specifications and this letter shall be on-site during construction and open toinspection bv authorized rcnrcsentativcs of the Department, which mav include local insnectors.In granting this approval the Division of Industry .Services reserves the right to require changes or additions shouldconditions arLse making them necessary for code compliance. As per state stats 101.12(2), nothing in this reviewshall relieve the designer of the responsibility for designing a safe building, structure, or component.Inquiries concerning tliis correspondence may be made to me at the telephone number listed below, or at the addresson this letterhead.The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and anyotliers who are responsible for the installation, operation or maintenance of the POWTS.Sincerely,Gerard M SwimPOWTS Plan Reviewer, Division of Industry Services(608)789-7892 - voice \ (608)785-9330 faxierrv.swiinfmwi.uov Project Name:Owner's Name:Owner's Address:GSF Wl MOUND DESIGN PROGRAMINDEX AND TITLE PAGESchembri Replacement GSF Mound SystemFred Schembri3596 Aries Lane S.W.Rochester MN 55902Site Address: 5595N Ham Lake LaneLegal Description:Township:County:Subdivision Name:Lot Number;Sand LakeSawyerLot 2 of GSM# 2662 Vol. 12 Pg. 422 Block Number:NaParcel I.D. Number: 57-a26-2-39-09-26-5 05-003-000080Plan Transaction No.;Parcel in Gov. Lot 3 Sec. 26 T39N-R09WPagel Index and titlePage 2 Data entryPage 3 GSF mound drawingsPage 4 Lateral and dose tankPage 5 Distribution mediaPage 6 System maintenance specificationsPage 7 Management and contingency planPage 8 Pump curve and specificationsPage 9 Sanitary Site Plan:-t cuid Duultle MauLur Funp SwitchDesigner; Keith E. Stoner Number; Designer8/4/20^/ i; 71S-653-,Signature: hlltiAi'21575-007324lA?"' v*"De%jie<fP«[sU.afido tlj^^"GSF Mound Cornp^^ti^®«l^-^. 08/16), andSSWMP Publication 9.6 Design Presi(it«ii)isttSdution Networks for STSAS (01/81)GSF Mound Version 2.22ConditionallyAPPROVEDDEPT. OF SAFETY AND PROFESSIONALSERVICESDIVISION OF INDUSTRY SERVICESPage 1 of 9SEE CORRESPONDENCE GSF Wl MOUND DESIGN PROGRAMDATA ENTRY300Site InformationResidential or Commercial DesignDesign Flow (gpd)Site Slope (%)Installation Contour Line Elevation (ft)Depth to Limiting Factor (in)In-Situ Soil Application Rate (gpd/ft®) EFF #25.(100.60201.0[] Number of Bedrooms (optional)60.00 [Contour Length Available (ft)843Distribution Cell InformationUnit UsedCell Width (ft) 3. 4, 5,6. 8. 9 or 10Dispersal Cell Design Loading Rate (gpd/ft^)Influent Wastewater Quality62.041= Add. Safety Factor/Length (ft)= Dispersal Cell Length (ft)Are the laterals the highest pointin the distribution | y |Pressure Distribution information network? Enter Y or NCenter, End, No Manifold (Pump to Gravity), or Gravity (No Pump)Lateral Spacing if n above, enter the elevation (ft)Number of Laterals of the highest point. IOrifice Diameter (in) (e.g. 0.25)ft^/orifice10.251.5Estimated Orifice Spacing (ft) =9.4612587.723.2513.802.470.520.01Forcemain Diameter (in)Foncemain Length (ft)Inside Pump Tank Elevation (ft)System Head (ft) x 1.3Vertical Lift (ft)Friction Loss (ft)Add'l Fitting Friction Loss (ft)Total Dynamic Head (ft)Does the forcemain drain back? | y20.3931.4051.7930.29Forcemain Drainback (gal)5x Void Volume (gal)Minimum Dose Volume (gal)System Demand (gpm)Lateral Diameter Selectionin. diam.optionschoice0.751.001.251.502.00XX3.00XManifoldDiameter Selectionin. dia.optionschoice1.251.502.003.00Septic Tank Infonnation1263|Septic Tank Capacity (gal)Huffcutt Concrete [ManufacturerGallons/Inch CalculatorTotal Tank Capacity (gal)Total Working Liquid Depth (in)gal/inDose Tank InformationEffluent Filter Information758Dose Tank Capacity (gal)Dose Tank Volume (galfin)SimtechFilter ManufacturerFilter Model Number16.85STF-100Huffcutt Concrete I ManufacturerProject; Schembri Replacement GSF Mound£>(iyZ£>System^ > 7Page 2 of 9* % \ / s^ V.ns. •• .Jr GSF Wl MOUND DESIGN PROGRAMGSF MOUND DRAWINGSMound Plan ViewA6.00ftE19.60inH1.00ftK9.20ftB41.00ftF7.00in19.59ftL59.40ftU16.00inG0.50ftJ6.30ftW21.89ft246.007.32(ft^) Dispersal Cell Area(gpd/fl) Linear Loading Rate639.124.10(ft^) Basal Area Available(ft) 1/10 8 Obs. Pipe PlacementFinishedGrade ^^3.52 (ft) .H101.93 (ft)Dispersal CellElevationm.52 (ft)Lateral InvertElevation100.1ContourElevationShading Key" "' Topsoil CapSubsoil CapASTM C33 SandTilled LayerGSF MediaDispersal Celli#Mt*5% Site Slope1ill?3||j|||j|||45^•1Q.O cCO Oro "S'■^.1o2ft0.5 ftTypical Dispersal CellSee Page 5GeotextileFabric ►/See details on page 4 for number, size and spacing of laterals.Laterals are located in the 4" gravity distribution pipes as shown on page 5.Project; Schembii Replacement GSF Mound SystemPage 3 of 9 GSF Wl MOUND DESIGN PROGRAMLATERAL AND DOSE TANKEnd Connection Lateral Layout DiagramPlace Appropriate Lateral Diagram From Right Below• =Tum-upw/tsallvaNeordeanoutpiiig1 St cmfise located at Z— BiseofdstrttMttcnceilLaterals & fores n«tin of PVC Sch 40Oniiioes point up exoqil evny {pa COMM Table 84.30^)Sth one piAits down forNumbers of LateralsLateral DiameterLateral Length (P)Lateral End (Z)Lateral Spacing (S)Lateral Flow RateSystem Flow Rate1.002.0038.500.750.0030.2930.29inftftftgpmgpm38.5Dose Tank InformationOrifice DiameterOrifice Spacing (X)Orifices per LateralOrifice DensityManifold LengthManifold DiameterForcemain VelocityPump Off Height0.251.5426.009.460.00N/A3.0912Inftft'/orificeftInft/secInBecbical as per NEC 3IX)and Conm 1828 V\ACTarfcujip>jita<isprqierty\cntedJ_teOeng awETuAh Meminglalid and loddng diMoe. andsesled wsteiti^^ *4in.mn.Huffcutt ConcreteManufacturer 1Capacity758GallonsVolume16.85gal/inch—BDimensionInchesGallons—A27.91470.31CB2.0033.70—C3.0751.79D12.00202.20Total44.99758.00r. .. 1/■Mn TBeddngindvlark.AllmuteouUet loc^knFocomaindimaor2 in_VtbopholeorantMphon dndcaf\(npoffclcMillon(ft)88.72OosatankdevEeonilt)87.72|Alarm ManufacturerAlarm Model NumberPump Manu^cturerPump Model NumberPump Must DeliverySJE RhombusTank Alert 1Zoeller15230.29 Igpmat20.0l|ftTDMProject; SchembrI Replacement GSF Mound SystemA.****"*'**Page 4 of 9 Cell Width (ft)GSF Wl MOUND DESIGN PROGRAMDISTRIBUTION MEDIAGSF Distribution Cell Media Layoutrz3 SIdewall to Lateral (ft)Distribution Cell Cross-section ArrangementsDrag appropriate drawing to space below.^5^SflVVideComponent LegendASTM CSS Sand/Mound SandA42 or B4S Module] LateralTurn-up (contained In Turn-up Enclosure)Distribution Cell Plan View Layout - TypicalCell Length - B (ft)Modules Required per RowTotal Modules Required41.0010 B4SCell Width- A (ft)10 B4SEnd Connection Later Layout DiagramDrag appropriate drawing from left to space below.sssasserrwDEProject: Schembri Replacement GSF Mound SystemPage 5 of 9 GSF Wl MOUND DESIGN PROGRAMSYSTEM MAINTENANCE SPECIFICATIONSMound System Maintenance and Operation SpecificationsService Provider's NamePOWTS Regulator's NameScott PoppeSawyer County Zoning OfficePhonePhone715-634-1450715-634-8288System Flow and Load ParametersDesign Flow-Peak3008PdEstimated Flow - Average200gpdSeptic Tank Capacity1263galSoil Absorption Component Size246ft'Maximum Influent Partlde SizeMaximum BODSMaximum TSSMaximum FOGMaximum Fecal CollformV830301010E4Inmg/Lmg/Lmg/Lcfu/100 mLSeptic and Pump TankEffluent FilterPump and ControlsAlarmPressure SystemMoundOtherService FrequencyInspect and/or service once every 3 yearsShould inspect and clean at least once every 3 yearsTest once every 3 yearsShould test monthlyLaterals should be flushed and pressure tested every 1.5 yearsInspect for ponding and seepage once every 3 yearsMiscellaneous Construction and Materials Standards1. Observation pipes are slotted and materials conform to the standards, have a watertight cap, and are secured in a asshown In the Eljen mound component manual.2. Dispersal cell media conforms to Eljen products approved for use with the Eljen Mound Component Manual approvedAugust 2016. Eljen media is covered with the manufacturers geotextile fabric.3. All gravity and pressure piping materials conform the requirements in the state code.4. Tillage of the basal area Is accomplished with a mold board or chisel plow.5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frostpenetration.Lateral Turn-up DetailFINISHED GRADE-LATERAL ENDS AT LASTORIFICE VUHERE VARIABLELENGTH CLEANOUT BEGINS4" PERFORATED PIPE -6-8" DIAMETERLAI/VN SPRINKLER4" ENDCAP"fDISTRIBUTION LATERALLATERAL CLEANOUTTHREADEDCLEANOUT PLUGLONGSVVEEP90ORTWO 46 DEGREE BENDSSAME DIAMETERAS LATERALProject: SchembrI Replacement GSF Mound SystemPage 6 of 9 GSF Wl MOUND DESIGN PROGRAMMANAGEMENT AND CONTINGENCY PLANMound System Management PlanGeneralThis system stiall be operated In accordance witti SPS 82-84 Wis. Adm. Code, and stiall maintained in accordancewith its' component manuals Eljen Mound Component manual August 2016 and SSWMP Publication 9.6 (01/81)] andlocal or state rules pertaining to system maintenance and maintenance reporting.No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death.Septic and pump tank abandonment shall be in accordance with SPS 83.33, Wis. Adm. Code when the tanks are nolonger used as POWTS components.Septic or pump tank manhole risers, access risers and covers should be Inspected for water tightness and soundness.Access openings used for service and assessment shall be sealed watertight upon the completion of senrice. Anyopening deemed unsound, defective, or subject to failure must Ije replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into atank or component.Septic TankThe septic tank shall tie maintained by an Individual certified to service septic tanks under s. 281.48, Stats. Thecontents of the septic tank shall be disposed of In accordance with NR 113, Wis. Adm. Code. The operating conditionof the septic tank and outlet filter shall lie assessed at least once every 3 years by inspection.The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removedunless provisions are made to retain solids In the tank that may slough off the filter when removed from Its enclosure.If the filter is equipped wth an alarm, the filter shall l)e serviced if ttve alarm is activated continuously. Intermittent filteralarms may indicate surge flows or an impending continuous alarm.The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 theliquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment,maintenance personnel shall advise ttie owner of wfien the next service needs to be perfomied to maintain less thanmaximum scum and sludge accumulation in the tank.The addition of biological or chemical additives to enhance septic tank performance Is generally not required.However, if such products are used they shall be approved for septic tank use by the Department of Commerce.Pumo TankThe pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall betested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced asMound and Pressure Distribution SystemNo trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and themound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frostpenetration. Traffic (other than for vegetative maintenance) on the mound Is not recommended since soil compactionmay hinder aeration of the inflltrative surface within the mound and snow compaction In the winter will promote frostpenetration. Cold weather Installations (October-February) dictate that the mound be lieavily mulched as protectionfrom freezing.The pressure distribution system is provided with a flushing point at the end of each lateral, and it Is recommendedthat each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performedit should be compared to the Initial test when the system was Installed to determine If orifice clogging has occurredand if orifice cleaning is required to maintain equal distribution within the dispersal cell.Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported tothe owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, morefrequent monitorir^.Continoencv PlanIf the septic tank or any of its components t>ecome defective the tank or component shall be repaired or replaced tokeep the system in proper operating condition.If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective oomponent(8) shallbe Immediately repaired or replaced with a component of the same or equal performance.If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will berepaired or replaced in its' present location by Increasing basal area if toe leakage occurs or by removing biologicallyclogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary tobring the system into proper operating condition.See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider.Project; Schembri Replacement GSF Mound System Page 7 of 9 IJ-I .JPUMP PERFORMANCE CURVEMODEL 151/152/153IWN\\\\s\•>\>\\>S.\\\\\Page 8 of 9QAtiOWSl" ^ « M S S"~3o M 37~jE~aOWKAWWUTEot<u**CONSULT FACTORY FORSPECIAL APPLICATIONS• ^med dosing panels available• Eleclrical allemaiors. for duplex systems, are available andsupplied with an alarm• Variable level control switdies are available for controllingsingle phase systemsn Double piggybat* variable level float switches are availablefor variable level long and short cycle controls• Sealed Qwik-fio* available for outdoor Installafions - SeeFM1420• Over 130°? (54'C) special quotation required151/152/153 Seriesismszttss MooasControl StIeellonMedetWUtfrPhModeAmiuSimDiiXDupiHN151115 1NonS.012or3BH15111S 1Auk)6.0kukided2of3ETSt230 1Non3212or3BEISI230 1Auto3.2Induileil2or3NIS2115 1Non6512or3BNf&2115 IAuto6.6tndjded2or3EIS223U 1Non*.r12»3"K1S230 1Aulo4JInilkled2v3NIUlib 1NonIbS12cr3BN1S3115 1Auto10.5tnduOed2er3E153230 1Ncfi5.312«r38?153230 1Auto6,3kidudeil2ar3TOTAL DYNAMIC HEAD/FLOWPER MINUTEEFFLUENT AND DEWATERINGMODEL151152153reelUitanON.UMtaOOI.ON.UnSI.SSO16009317729!1030461706131702ESts36361443161231so6120noKiJ16752 .19725761661341342ISO3091-.236733.1335lo.r-._..228S«0112-._II42Siwi^IHaidjsoirs.teil36 6.(lt.6ml446.113.4mlModel 151-f4 ismModels 152/153SELECTION GUIDE1. Single piggyback vari^e leval float switcli or double piggyback variable levelfloat switch. Refer to FM0477.2. See FN0712tof correct model olElectitcalWtemaiorE-Pak.3. ^^rdoMelevelconlroleiMlchlO-OTflSusedBsaconlrDlactlvBlor.speei^ duplex(3) or (4) floal system.lA CAUTION IWl inslallation ofcoflireis, protection dfvfc«$ end wtring stinild bedwie liy > quafifmrucrntid eleclriciin. All eteoiriul eirdultly codee ttwulS Ik taUownl Including themo.t laeent WeilonM EJ.cirlcal Cndi (NEC) and Kw Occup.llon»l Safely oiid HenllhAf.l |OSHA)a'Easy assembly"(punvkdacrMrgecl^raslncbded.jOPTIONAL PUMP STAND P/N 10-2421Reduces potential clogging by debrisReplaces rocks or bricks under the pumpMade of durable, noncorroslve ABSRaises pump 2" off bottom of basinProvides Iho ability to raise Intake by adding sections of 114'or 2" PVC pipingAttaches securely to pumpAccommodafes sump, deiA^tering end effluent appflcationsNOTE: Make sure float Is free from ofastnictfon.RESERVE POWERED DESIGNFor unustial conditions a reserve safety factor is engineered into the design of every Zoeller pump.® Copyright 2010 Zoelter Co. All rights reserved. GnplUa 8eal« (IM)1 inch - 40 aPage 9 of 9Sanitary Site PlanFor: FredSchembriLot 2 ofCsm U2862 Vol. 12 Pg. 42G.L. 3Sec. 26 T39N-R9WTown of Sand Lake - Sawyer CountyHam Lake18%P/L•WELLOHWM = ~ 70.06'Approx. 415ft. from theiaie to the Street^r-Fm 5595 N. Ham Lake LaneTwo BedroomCabinPartially Wooded Site1.56 AcreParcelExisting 4" Sch. 40 PVC Bldg. Sewer PipeExisting Huffcutt Concrete 1250/750 Combination Tank to beequipped w/a Simtech STF-lOO In-line Effluent Filterin100.60'Mk BM= Bottom of Grage Siding S.E. Corner^ HRP = Same Elevation DataO = Backhoe Pit B#3 = 100.85'Power LineProposed 2" Sch. 40 PVC FM.Proposed 6'x 41' Moimd Dispersal Cell constructed w/ElJen B-43 GSPModules located along the 100.60'contour w/a System Elev. of 101.93' SOIL EVALU/CnON REPORTMLDtpterSifB^niMWcmiSmtonOHMon ef nd luUnBih*eenl»ieetiBi8P8«M,Wi. Mn. God*PjwimtattfwdMdndtoiMMtnidLp«eeffi*p(bHil»flrdtaienriaBi,iiaiftMmnP*t.pntn mm mWBKnntUpnpavoMwTS<.k er»-T.tar IPMrfUl056^S^ 2CS'SoPivBwmy 9fMtrjii|Riil honnn1tM.Un3 1M • Wsg&TSf^ N EW(g>Bapw^OwiWtMiMinBUtMwKock*!-^ iKm iSyjoX |( '-L□Wi«t BtmICB*, — . vmmBMasF^jS'AJ□ NwQMHbuBBBnbiKBnrardi^OW!&>H<di^/WBadwfatb>drB0ini.□ r- —m PuUbwflnnMiUOttMnl imniiiiidtMnmS. eadidBliMliteilnindniirt* 3oeO 'Ma..at)npedrWiawBuiUftwiniHB flO^O T"""nninn ^mSSm e^^krifj^ K'xso/rs'o fo i»e.t>S«s«/ ^jix- -rf- Ae. y^oo"-^, ^(kxTCeJ^L Yo 6<£. w^£<-ft-([!]«,. gntOndhKPwdrwdOrturDiplitaMlnstao'OattL CMitCBlarar.(tea>.o-r?.jrv-"Vo ^STTFL<AS5"-^2o^7.gyJ0g^SV**/mSI•i»tSM;r*uic-iT• io( CaiZ-&imLmls:BotagBra OwundwtBi ihi. )>£>MS «■OttLabOalOdar0110.01.6 >2^V.s"ftsyl,Z.J, 7^^fC*tJCsaBajancBOfifinWTtston^iak^WI 546762. V—waogni/ii) I IBsaa.11 8V8lAB*§fti6$Agf8M8o ^llgu8• 91Lir{—iElfIfII11•ir|9l_j[J1■mJ—11TSL'1fl'll[sr1/III!«1'I.•{Ikill1:1ar9NWA\CTnfjSfPa5"ij(0feSN5NpinIrtIBin!ftu-1iIbo« CHeCK BOKAS AP>>IJa«£SOIL EVALUATIONSITEMAPPROJECT NAME:Scale: 1*040*1 "'—raCHECK BOX AS APPUesWlfi□ system ''PLOT PLANDESlQNFtOWi 3c>a>.epoAJ li\.(^i£ L/\jioo-Cy. FTBMflynbol'BMOMaipBoR oC.<aetrA>^f<>^ ^or^SSSi^ W«%ii*d(»ipploM<e): OantailpnxlolKAttach 4aeignfia»caleuiiaang tar oomjnarelal plans.Pipe Matntal / AS1M Standanl (raUes 384JOS a S84JO^- a^^ ScJ^ P\f^RwMiteScA Wa Pt/tL. g'tIMPWTANnShew an»iJ eimtfon centoun at iUMible MmNa.I' \^. 2.91'-- ^18.6?I - /00.85'2. . JCO.^S'1> /<50.8,S" ij'V'rty ii««nM AOAina (MQ'MQ % If PS -J »@»vSiLa ——4Vrt 73aWi$ <aki^ 'l>«jy © ^ SJE RHOMBUSDouble Float® Master Pump Switch and Double Float® Pump Switchinstallation InstructionsThese mercury and mechanically activated pump switches provide automatic control of pumps in non-potable water and sewageapplications. They are well-suited for confined applications requiring a large pumping range. They are not sensitive to rotation orturbulence.The Double Float* and Double Float* Master pump switches consist of two floats. Each float contains a heavy-duty mercury ormechanical switch. The float assembly contains a holding relay which enables the floats to function In series.The holding relay eliminates pump chatter in turbulent conditions allowing the Double Float* and Double Float' Master pumpswitches to operate relay control panels for larger pump applications.DOUBLE FLOATS MASTER PUMP SWITCHMechanically activated switch.Adjustable pumping range of 3 to A8inches (7.6 to 122 cm) with increasedpumping range up to 6 feet (1.8 meters}available.Five-year limited warranty.DOUBLE FLOAT' PUMP SWITCHMercury activated switch.Adjustable pumping range of 1.75to A8 Inches (A.A5 to 122 cm)with Increased pumping range upto 6 feet (1.8 meters) available.Five-year limited warranty.- ; PREVENTATJVE MAlNTEMANcev-^ . . •PerisdieallY innpect the produst Che^lhn the cable hee net became worn or that the hausing had nbt been to impeir.ttnLPpnidust RoRtocs the product Immedletaht-lt-envdemaDeiB founder suapscted. '• n ' ' I,- . n ' n .. •. .1PsriodicellvehacktoBeeth^i^'.flairtis free tomavBsnd apeotstbe ewltdV •Use onty Sj^Rhomf5ua*.tS^ooe«nent fWls. - i- V-; ;The Double Boet* puihfvswltcttcentainsitfeftury sndhfti^ be recycled or dispasdtl^ilccsrdVigttriEi^t state, end^fjlwaicodet.PeriodiceDv check to eee th^ is free to move and oparats the swItciVUse onty Sj^Rhomf5ua*.tS^ooe«nent fWls. -Tbe Double Boat* pumfvswitch contains itfeicury end be recycled or dispaseti^tSJE RHOMBUS® FIVE-YEAR LIMITED WARRANTYFive-Year Umited Warranty. For complete terms and conditions, please visit www.sjerhombus.com-.Produ'cts retunl^&rm^ bff'ptean' will notiSa'aiiDOSBd-' 'Dniihle Float^ pump switch is a registered trademark of SJE Rhombus' AWARNINGELECTRICAL SHOCK HAZARDDisconnact power before installing or servicing thisproduct. A qualified service person must install endservice this product according to applicable electricaland plumbing codes.AWARNINGEXPLOSION OR FIRE HAZARDDo not use with flammable liquids.Instidl In accorderrce with ANSI/NFPA 70.SultsBJe for usage with intrinsically safe circuitextensions as defined by UL 69aA.i^flilufG to follow these precautions could result in serious Injury or death. Replace productimmediately if switch cable becomes damagedor severed. Keep these instructions with warranty after Installation, This product must be installed In accordance with National Electric Code.ANSI/NFPA 70 so as to prevent moisture from entarlng or occumulatlng within boxes, conduit bodias, fittings, float hDuslrig, or cobla.For detailed specipcaf/ons on this product, or for the complete line of SJE Rhombus*panel, alarm, and switch products, visit our web-slte at www.sjerhombus.com.MOUNTING THE SWITCHES I PIGGY-BACK PLUG INSTALL I DIRECTWIRE INSTALLFaflurs to mount floats as outlinedbelow may Inhibit switch operation.1. Determine pumping range forInstallation as shown inFigures BSC.2. If floats are mounted less than16 Inches (i!.0,6 cm) apart, mountfloats at a 90° angle from eachother as shown in Rgure B.3. Place cord into clamp as shownin Figures A and B.4. Locate the clamp at the desiredactivation level and secure todischarge pipe as shown in RgureA, NOTE: Top and bottom floatsare labeled. Ensure they aremounted per Rgures BBC,5. Tighten the hose clamp usinga screwdriver. Over tighteningmay result in damage to theplastic damp. Make sure the floatcable Is not allowed to touch theexcess hose clamp band duringoperation.6. Mount the top float in a similarmanner. Stow excess cable awayfrom float operation.7. Check installation. Allow systemto cycle to insure properoperation.NOTE: All hose clamp componentsare made of 18-6 stainless steel.See your SJE Rhombus supplier forreplacements.Figure A* Electrical outlet must not belocated in pump chamber.• Electrical outlet voltage, piggyback plug voltage, and pumpvoftage must match.1. Follow steps 1 through 6 of'Mounting The Switches.*2. Insert 120 VAC piggy-back pluginto 120 VAC outlet or 230 VACpiggy-back plug into 230 VACoutlet3. Plug pump Into piggy-back plugas shown in Figure B.4. Check installation. Allowsystem to cycle to insureproper operation.Figure B - Double Float^switch plugpump plug—1. Follow steps 1 through 6 of"Mounting The Switches."2. Wire switch as shown below,NOTE: Switch voltage and supplyvoltage must match to ensureproper operation of switches.3. Check installation. Allow system tocycle to insure proper operation.Figure C - Double Float* Masterirtopflwl ' ]n -'"'pifoping': ;-.•it:'. rvjOB jIf floats art) mounted less than16 Inches (iO.6 cm) epert, mountfloats at a 90* snala from each otherJUNCTIONeoxIf floats ara mounted less tlisn16 inches (40.6 cm) epart, mountfloats at a 90' snaje from each other230VACG L2 Li3.5 inch (9 cm)minimumtether lengthFOWERSOURCEhKtOVaCjnstilaU^criaAssartfuf ina Qolf^ t oth^lorc ia eNnyaUB. TNa condittan'esista If theswflchisDn'^N^jnctsiidouUepdadiscortnecton ^ 230 VACsimets.AWARNING^ SJE RHOMBUS.Technical Support: +1 800-746-6287techsupport@sjerhombus.comwww.sJerhombus.comTechnical Support Hours: Monday - Friday, 7 A.M. to 6 P.M. Central TimePNioi7eauov20e 2020 SJ6. inc. AH Rights ReservedSJI; MHOMBUS la a tradofflork of SJE Inc. -Dp-'^K) ,til /<^=y>r°w t°? - ST«'S -z!:' ^ li& )h3 hlUN