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HomeMy WebLinkAbout024-641-25-1306-SAN-2020-243fA*!V/Industry Services D'vision4822 Madison Yards Way 5370'5PO Box 7)62^dison, W) 53705-7162 ^(^CST ao- 101 )County'ermii NumBer (tSiuiiiary Permit NumBer (to be filled in by Co.)6>A794 7Sanitary Permit ApplicationIn accordance with SPS 383.21(2). Wis. Adm. Code, submission of this form to the appropriate governmental unitis required prior to obtaining a sanitary pennit. Note: Application forms for state-owned POWTS are submitted tothe Department of Safety and Professional Scrvies. Personal information you provide may be used for secondarypurposes in aeeordance with the Privacy Law, s. I5.()4(l)(m). Stats.Stale PlanI. Application Information - Please Print All Informationiling address)/0.15? jU.ObProperty Ow ner's NameLoriProperty Otvncr's Mailing Addres-/fO^S^ ^ Caai,u\cJ ,LCParcel #}3dUProperty LocationCity. StateHdui^anJ .pfe 0II. Typb of Building (Govt. LotZip CodeS'iS'acheck all that apply)H I or 2 Family Dwelling - Number of BedroomsD Public/Commercial - Describe Use□ State Owned - Describe UsePhone NumberliS'%2-9SS2Vt, AJF '/«, SectionLot#Subdivision NameBlock t)□ City of.CSM Number□ Village of.Town ofIII. Type of Permit: (Check only one box on line A. Complete line B If applicable)A.D New System{^Replacement SystemD Treatment/Holding Tank Replacement OnlyD Other Modification to Existing System (explain)B.D Permit RenewalBefore ExpirationD Permit RevisionD Change of PlumberD Permit Transfer to NewOwnerList Previous Pemiit Number and Date Issued^\C.IV. Type of POWTS Systcm/Component/Devlce: (Check all that apply^Non-Pressurized In-Ground □ Pressurized In-Ground □ At-Grade □ Mound >24 in. of suitable soil □ Mound <24 in. of suitable soilD Holding Tank D Other Dispersal Component (explain) D Pretreaiment Device (explain)V. Dispersal/Treatment Area Information:Design Flow (gpd)606Design Soil Application Raic(epdsl)0-1Dispersal Area Required (sf)dSI.Dispersal Area Proposed (sf)System ElevationtoL,VI. Tank InfoCapacily inGallonsTotalGallonstl ofUnitsManufacturerj•o clliSte CondetcurtsSteelFiberClassPlasticNew TanksF.xisting TanksSeptic Of Molding Tankf liro/^000,0Dosing ClUTiibcrTSiuA.VJI. Responsibility Statement- 1. the undersigned, asspnic qcspiinslbillty for Insiailflliun of the POWTS .shown on the attached plans.yatHK'r's Naine^rml) .Plumber's_^dress (Stra't, City, s/aic.Zip Code)I'luinbc/fs SigijutureMI'/MPRS NumberBusiness Phone Numberni5-n39-Obo,bVUl. Counlv/Departmenl Use OnlypproD Disapproved□ Owner Given Reason for DenialPermit FeeSIssuing Agent SignatureDale issuedIX. Conditions of Approval/Reasons for DisapprovalU.AfTEBOCT 0 5 2020SBD-6398 (R. 04/19)SAWYER COUNTYZONING ADMINISTRATIONSAWYER COUNTYZONING ADMINISFkaTION DIVISION OF INDUSTRY SERVICES10S41 N RANCH ROKAYWARDWI 94843-e462Contact Through RelayhttpVAiaps.wi.gov/programs'induatryeervieeswww.wiscontin.govTony Evort • OovomorDown Grim • SocrotoryOctober 2, 2020CONDITIONAL APPROVALPIAN APPROVAL EXPIRES: 2022-10-02Plan Review: PWTS-102002317-CDOUGLAS MANTHEY52085 N Lake Owen DriveDrummond Wl 54832CONDITIONALLYAPPROVEDDEFT OF SAFETY AND PROFESSIONAL SERVICESDIVISION OF INDUSTRY SERVICESSITE:Larry Bloom etal10359 N Cardinal LaneSawyer CountyTown of Round LakeSW % • NE Va - S25 -T41N - R6WSEE CORRESPONDENCEFOR:Description:Multi-dwelling Conventional serving (4) 1-bedroom cabins - 600 GPD - Replacement •64" to limiting factor - Effluent Filter -Maintenance requiredIn-Ground Soil Absorption Component Manual,$BD-10705-P (N.01/01, R 10/12)The submittal described above has been reviewed for conformance with applicable Wisconsin AdministrativeCodes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to beconstructed and located in accordance with the enclosed approved plans and with any component manual(s}referenced above. The owner, as defined In chapter 101.01(10), Wisconsin Statutes, is responsible for compliancewith all code requirements.No person may engage in or work at plumbing in the state unless licensed to do so by the Department pers.145.05, stats.The following conditions shall be met during construction or installation and prior to occupancy or use:Reminders• This system Is designed to serve only the uses Indicated on the plan and only domestic wastewater. If theuse of the building changes, new approvals will need to be done and additional components may need to beinstalled. The Department of Natural Resources must be contacted regarding the treatment and disposal ofall non-domestic wastes, including those combined with domestic wastes.• The building sewer shall be installed/insulated per SPS 382.30(ll)(c)• Cleanouts shall be installed per SPS 382.35. They are required within 5' of where the building drain andbuilding sewer connect and not more than 100' apart along the building sewer. Frost sleeves shall beprovided and the caps shall be watertight and of sufficient strength to sustain the weight of anticipated traffic.• The existing systems shall be properly abandoned per SP5 383.33• Verify property line prior to Installation and maintain proper setbacks from any neighboring wells andbuildings.• Ail electrical equipment and wiring shall meet SPS 316.300(l){a) and Table 3 of the Pressure DistributionComponent Manual. There shall be no more than 3% voltage drop In the wiring to the pump per theNational Electric Code.• A sanitary permit must be obtained from the county where this project is located In accordance with therequirements of Sec. 145.19, Wis. Stats.• Inspection of the private sewage system installation is required. Arrangements for inspection shall be madewith the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.• A state approved effluent filter is required. Maintenance information must be given to the owner of the tankexplaining that periodic cleaning of the filter is required.• A copy of the approved plans, specifications and this letter shall be on-site during construction and open toinspection by authorized representatives of the Department, which may include local inspectors.Owner Responsibilities• The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive acopy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS isoperated and maintained in accordance with this chapter and the approved management plan under s. SPS383.54(1).• In the event this soil absorption 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 verification report acceptable to the county formaintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s)utilized in the POWTS.In granting this approval the Division of Industry Services reserves the right to require changes or additionsshould conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing inthis review shall relieve the designer of the responsibility for designing a safe building, structure, orcomponent.Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at theaddress on this letterhead.The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner andany others who are responsible for the installation, operation or maintenance of the POWTS.Sincerely,CeCe/KudnCchi/CeCe (Elizabeth) RudnickiWastewater Specialist/POWTS Plan Reviewer, Division of industry Services(608)400-3186elizabeth.rudnicki(S)wisconsin.Eov Larry A.. Lori, Monte Bloom10359 N Cardinal Ln024-641-25-1306SawyerSW 1/4 NE 1/42541N06WProperty Owners NameProperty AddressTax Parcel NumberCountyLegal DescriptionSectionTownRangeDguglas MantheyPage Index1 Property Infoimation2 Data Entry3 Plot Plan4 Drainfleld Cross-Section5 Dose Tank Info^ Maintenance Plan7 Contingency PlanSti'vlPlumber's Name/SCurtJ-tH715-739-68689/18/20Plumber's SignaturePlumber's License NumberPlumber's Phone NumberDateCONDITIONALLYAPPROVEDOEPT OF SAFETY AND PROFESSIONAL SERVICESDIVISION OF INDUSTRY SERVICESSEE CORRESPONDENCENot an endorsement, written or implied tor the following companies and products: DeiZotto Concrete, W^r Concrete ProductsInc SkawPreCastCo HuffcuttConcrete lnc.,Zabel EnvironmentalTecfmology. ITT lnduslne8(Goulds),The PentairPumpGroup(Myers), Infiltrator Systems, ADS Products, Polylok Inc., Orenco Systems Inc, Sim/Tech Filter Inc., Sta-Rile Industries.Page_!_of J:£. s a D - 10oos- P 'V'^) 1 Component Manual Used4Number of Bedrooms1Percent Slope (%)64Depth to Soil Limiting Factor (in.)0.7In Situ soil application rate400Estimated Wastewater Row (gpd)600Design Wastewater Flow (gpd)1Number of System Elevations106Proposed System Elevation #1106Proposed System Elevation #2Proposed System Elevation #3108.7Original Grade #1108.7Finished Grade #1108.6priginai Grade #2108.61 Finished Grade #2iOriginal Grade #3IFInished Grade #3Infiltrator Quick 4 StandardChamber Type 112Height of Chamber (in.)^0 (sq.ft per chamber |3Rows of Chambers5.8|sq.ft. per pair of end caps |3Distance Between Cells (ft.)WProposed Number of Chambers Used857.1Minimum Distribution Cell Area Required (sq.ft.)Distribution Cell Area Proposed (sq.ft.)Wieser 1250/750Septic Tank 1Orenco 8" BiotubeEffluent Filter |Soil BoringNumberSurfaceGradeElevation (ft.)Depth toLimitingFactor (in.)LowestElevationHighestElevationSystemElevationAcceptable1108.696103.6107.6TRUE2108.778105.2107.7TRUE3107.9564105.6107.0TRUE4 13.0-1.0FALSE5 13.0-1.0FALSEPage of ?enD37i3IVuI3iiy3}Ii£d5*iOO(n ife/oi©*v|v IVibyJjLootrA^^TT(i ISs.iwujcfrJco 1^Rbo^^i lake iltoP-*—4-lOp Well !Z botl4* vi p G^i=isl 5i<i^ l i ^i.xi..i/ofi.fc!' i A i -Atai i(yinf ! Ii3i _/^7'^5';3-Spvl5L5<rtJ^ «(• /£)6.<^,'Ui\^e ist' L : i ^" f)\\ CoU.\?L\f C\»^t:< piOtyic^-hoStllvHO <?f POc~ 1 ct-lls ccwc[(?i»Mtn^ ^iclycIavvliio) /• ~ 3^hUi ; 2106 adwVei^c&ty ar<^ r#Z3y•i P.bAly)P^^ 30^X2.mlBm11Vo4(Lm~ali/ Cross Section of o Two Cell In Ground ComponentUsing Leeching ChambersO&servatloi/Vent Pipes108.70 iFinished Grade1%Slope108.70107.00Original Gr^eTop of ChamberFIrushed Grade _CeU^p«atbn106.00 ISystem Elevationr' -*'*•" n i iI • ;.Treotnjent'/!fid*01sperBa) .Zoije-108.60107.00^'ginal GradeX^,-Kop of Chamberr'*" System Elevationf lOS.OO]108.601Limiting FoctorObscrvotlon/Vcnt pipes to be constucted ond copped with opproved moteriois for the porticulcr use.Diagrams Not To Scale#N/APace of Approved Monhote Covers WiW werfm; lcsc send Locking Device / 4" Min. Above rincl Crode4" Seh. 40 Vent> or = to 12"Above Final GradeInlet 'Baffle£Weother Proof Junction Bo*Electric per NEC 300 & COMM.16.28 WACOisconi ££11Orenco 8' BiotubeWieser 1250/750A"B"Altemote Outlet Locotlon^ W//^proved 4" SleeveForcemain Diamete' (in.) ^eep Hole or Ant! Sphon Device%20Flow In GPM17Vertical Difference Between Pump Off and Inlet to ChamberGallons185Length of Forcemaln(fL)Inches2Forcemain Diameter (in.) A5.14000.92Friction Factor per 100ft. B232.241.70Friction Loss 09.3150.1618.70Total Dynamic Head D10.4167.61TOTAL26.87505Number of Doses per Day120Gallons per Dose (Not to exceed 20% of Daily Design Flow)30.16Volume of Forcemain Backflow150.16Total Dose Volume750Pump Tank Capacity (Gallons)16.12Pump Tank Volume (Gallons / Inch)Goulds EPO 4|j|Pump Type20|Minimum Discharge Rate (Gallons per Minute)■<rt(= R)...k.U. /eUbXi I AlarmMnvttftir70zoiStoX40socm<CATAOTVtoPage of M jawf A.. Lori. Monte Bloom024-641-25-1305Number of Bedrooms4Estimated Flow (average) gallons / day400Design Flow (peak). (Estimated x 1.5) gal/day600Soil Application Rate gal/day/ft'0.7Influent / Effluent Quality Monthly AverageFats, Oil & Grease (FOG)30 mg/LBiochemical Oxygen Demand (BODs)220 mg/LTotal Suspended Solids (TSS)150 mg/LService EventService FrequencyInspect condition of tank(s)At least once every3|Year |Pump out contents of tank(s)When combined sludge and scum = 1/3 of tank volumeInspect dispersal cell(s)At least once every3iYear 1Clean effluent filterAt least once every18|Month iInspect pump, pump controls & alarmAt least once every3|Year |0359 N Cardinal LnSeptic TankWieser 1250/750Effluent FilterOrenco 8" BiotubePump TankWieser 1250/750Pump TypeGoulds EPO 4HNOTE!!Servicing frequency of 12 months or less requires theMaintenance InstructionsInspections of tanks and dispersal cells shall t)e made by an individual carrying one of the following licensesor certificafons:Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer, Septage ServicingOperator. Tank inspection must include a visual inspection of the tank(s) to identify any missing or brokenhardware, identify any cracks or leaks, measure the volume of combing sludge and scum and to check forany backup or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected tocheck Uie effluent levels in the observation pipes and to check for any ponding of effluent on the groundsurfece. The ponding of effluent on the ground surface may indicate a filing condition and requires theimmediate notification of the local regulatory authority.When the combined accumulation of sludge and scum in any tank equals 1/3 or more of the tankvolume, the entire contents of the tank shall be removed by a Septage Servicing Operator anddispos^ of in accordance with ch. NR113, Wisconsin Administrative Code.A service report shall be provided to the Douglas County Zoning Department within 30 days of anyservice event.Start-Up and OperationFor new construction, prior to use of the POWTS check treatment tank(s) for the presence of paintingproducts or other chemicals that may impede the treatment process and / or damage the dispersalcell(s). If high concentrations are detected have the contents of the tank removed by a licensedSeptage Service Operator.System start-up shall not occur when soil conditions are frozen at the infiltrative surfece.Page 6 of )S Do not drive or park vehicles over tanks and dispersal cells.Reduction or elimination of the following from the wastewater stream may improve the performance andprolong the life of the POWTS: antibiotics, baby wipes, cigarette butts, condoms, cotton swabs, degreasers,dental floss, diapers, disinfectants, fat, foundation drain (sump pump) water, gasoline, grease, oil, paintingproducts, pestiddes, sanitary napkins, tampons, and water softener brine.AbandonmentWhen the POWTS foils and / or is permanently taken out of service the following steps shall be taken toinsure that the system is properly and safely abandoned in compliance with Wisconsin Administrative CodeComm. 83.33;- All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.- The contents of all tanks and pits shall be removed and property disposed of by a Septage ServicingOperator.• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the voidspace filled with soil, gravel or another inert solid material.Contingency PlanIf the POWTS fails and cannot be repaired the following measurers have been, or must be taken to providea code compliant replacement system: (Check One)P The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS asoil and site evaluation shall be performed to locate a suitable replacement area. If no replacement area isavailable a holding tank may be installed to replace the foiled POWTS.A suitable replacement area has been evaluated and may be utilized for the location of a replacement£.1 absorption system. The replacement area should be protected from disturbance and compaction andshould not be infringed upon by required setbacks from existing and proposed structures, lot lines and wells.Failure to protect the replacements area will result in the need for a new soil and site evaluation to establisha suitable replacement area. Replacement systems must comply with the rules in effect at that time.A suitable replacement area is not available due to setback and/or soil limitations. A holding tank may ber italled to replace the failed POWTS.ItWARNINGIlSeptic pump and other treatment tanks may contain lethal gasses and/or insufficient oxygen. Do not entera septic, pump or other treatment tank under any circumstances. Death may result Rescue of a personfrom the interior of a tank may be difficult or impossible.POWTS InstallerSeptic PumperNameDouglas Manthey 1Phone#715-739-6868 1POWTS MaintainerNamelAffordable Septic |Phone #1715-634-3355 1Name lAffordable SepticPhone # 1715-634-33^55Local Regulatory AuthorityAgency | Sawyer County ZoningPhone # 1715-634-8288Page J2-of JiS" PlbfT Co^yWisconsin Department of Commerce SOIL EVALUATION REPORTDMsion of Safety and BuildingsAttach con^ete dte plan on papernot less than 81/2x11 inches in eiy** Plan mustinclude, but not limited to: v^cal artd horizontai reference point (BM), direction andpercent slope, scale or dimensions, north arrow, and location and dfetance to nearest road.CountyParcel I.Page._of_P/ease print all information.S'cctoM-ev'D.Re>^ewed byo'Z'4 —6H(—'ZS'— /3Q(pDateProperty Ov/nerLa.rrM i_r»rJ . r/)avi4-e. eIoocysPn^>erty LocationGovL lot S(»J1/4 (^£*1/4 S 2^5" y H t N R ObProperty Owndr's trailing Address'103S^ a/ ^«.rAiAet.l L-i\Lot#Block#Subd. Name or CSM#City State Zip Code Phone NumberV\o.»^uJo.rA iWJli 1 (7(S')4f^.-9SS't.□ City □Village (gTown NearestRoadRooirVfl L«-kp. on 1 Co<t-Aty\a.l Ln^Q'i^epfecementParent nraterial _General commentsand recommendations:□ {^b&c or commerciat-Describe:fllaLGia.1 D04-fiia.sU_ J. .^ SoilsCode derived d^ign flow rate.ooGPDRood Plain elevation if applicable, -e l-evt lOfc.O' ^ colwciC IOSTS— )^ - Ihd'C*KOtv\s C®'® ReSo^■T"3^yevn old s-.T. -f-up ¥: Xreg.omtM.-gwJ ^cova-ev'"^O'Plg.Q pCop<}rT<i Iw-e"TlBorfno# □ Boring SoS 4-ICSoil AppticaCdn RateHorizonDepfliin.Dominant Cc^orMunseilRedox DescripfionQu. Sz. Cont ColorTextureStructureGr,Sz.Sh.ContistenceBoundaryRootsGPDflP•EfflSfl•Effisa10-(p—-V~mO'fv-<TU32uf.£>l.O2.^-2-1" *A—0 S<^Al 1JII2u44:al.Q,3' » s/v— ;^rsQm/.id-Pn1.(0jBWSiliy ' • - ^B^pit Ground surfece elev. /ag-'v ft Depth to Gmiting factor. Jli.'fin.HorizonDepthin.Dominant ColorMunseilRedox DescriptionQu. Sz. Cent ColorTextureStructureGr. Sz. Sh.ConsistenceBoundaryRootsGPDflP*EI#M*Efl#2/0-?-2.ivt^nqCJZd-ftlfi/.o?«« 4—/?|vl(J<1•13It s/v—/sm I'i10^n(.C.68-78-ir y/vs;lZivistk.fyu?6v-II-•6.8579-9Str yv5/SSi ISdl Awllcaflon Rate• Effluent #1 = BODg > 30 < 220 mg/L and TSS >30 < 150 mg/L* Effluent = BOD,< 30 mg/L and TSS < 30 mg/LCST Name (Please Print)^a.vH'QiAAddiSignaturey\aSi^CSTNunfl/erIdS()^ ffoj^uigy^d.U)/Date Evaluation ConductedTelephone Number 3 Boring# L0cs4- t([2 pit Ground surface elev. DepSi to Gmiana factor in.Soil Applicarion RateHorizonDepthIn.Dominant ColorMunsellRedmt DescriptionQu. Sz. ConL ColorTexturestructureGr. Sz. Sh.ConsistenceBruindaryRootsGPDflF•EfWI.•Efl#2I0-15(AlUtV"c\U3Zvi-CI. 02.•/ Vd.—Is0»vilJItiofC.7(• ^3S0 -55A\ ((0^-.1l.(pf^1-iH" y/vc-s-i-7,Tyir S/0s\VI^^Y'——Boring;Q BoringSon Application RateHorizonDepthIn.Dominant ColorMunsenRedox DescriptionQu.Sz. ConL ColorTextureStntctureGr. Sz. Sh.ConsistenceBoundaryRootsGPD/fP•EfKtt•Efl#24W ^— 6 00n 5J5'tls =•SS8ri re*?L856iI^ - 2.0 J3ijCeC-Z- Tr-<Z-Z-: + ^vi ci3 ^± ^0Lo«ac\i3 TvP,/5 <^4-f- ^dS :=i 6Z.Lo f^oJ\DC5i^ P —11t I_ i_j rii -" ■■■•Son Application RateHorizonDepthIn.Dominant ColorMuns^lRedox DescriptionQu. Sz. ConL ColorTextureStructureGr. ^ Sh.ConsistenceBoundaryRootsGP•EffiMDim'ESS2* Effluent #1 B BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L• Effluent m «s BODj < 30 mg/L and TSS < 30 mg/LThe Depaitment of Commeice is an equal opportuni^ service provider and enqtbyer. If you need assistance to access services or, . J • 1. •nS5V5'TT)Z)u>i^er3 '■A. Blooft^Lori, S(oow\fV^onie. B/do*^["03}^^ hi Cardvrtttl LilHtx*^LO^T(i^uJ[ 'S'M Sf 'SKS- N'(>z- 95"5"ILet^a.1 •.Co, Roowj. Lakellj^P/tv/: o^H-6f/~2^-/3ofoSuyMe>ya5"THiM R.06UJi 2.00 Q.C.lOo'yToP U3<2.HAABHZ /(/.7^ (^all r/l>l>oi/\^l' uip ^eis^f 11^ Bircl-\Bi, /ofl.fo:'■2. . loin"3. /07.9S'n Sovb^SWs'l. e(. /o&.o'UaV.e ± S ' 'j(r Ke'Y^x-resV-^Cr-"loAP\jfcvtirv\_CST 2-X4RO \^■'7-6^ h-(T-ZO5ca.\e.<T o oowIU>06Wi O^ >^c "NZ lUAS• /^ 1fog)'^ rrftt^vL—IV3c Owner:.I ^r<-^BlSyst Elcv. jg'w-j:" H vlio5n^ to 10^'^Bcl@) 108.■_ \0%.^/o^-Bci.r® loanSysi.oH1\0^—I ^-b-= •ol—31/u4332-'\-US'of-.- ^ ofI'"— i03M 4"io5,2.'i'/p302lo>'f3'43^O/-CSTSysi. Rangc_Ld. Raic..-1102.2.2a/—, loOii^lvt>^(CO... c \oOt{^IS'^LSBcl.© IC7.q.S'loS"--r- 101.^^ol-\-hah-ICS-2^."7— loSfloZ. • 4''AoH/(>3-OL-\0L4-3'- p\£rHlOZ-MZ.lo 0^ )3 12-114" CAST-A-SEAL4 CAST-A-SEALnil (LFILTER ORBAPaETOP VIEWINLET4" \^NT|F171 1I5' • ^ 0-!• 1 (J• * #1 ^ ^...ica.OUTLETPUMP PADSIPE VIEWTANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTSW1250/750-MRTANK ?;PFCIFICATIONSDIMENSIONS;WALL: 2 1/2"BOTTOM: 3"COVER: 6"MANHOLE: 24" 1.0. PRECAST CONCRETE RISERHEIGHT: 65"LENGTH: 12-11"WIDTH: 7-2"BELOW INLET: 53"LIQUID LEVEL: 48°WEIGHT: 14.860 LBS.INLET AND OUTLET:4" CAST-A-SEAL BOOT OR EQUAL GASKETINLET AND OUTLET BAFFLE AND RLTER:WISCCmSIN. SEE DETAIL /SflO(OTHER STATES SEE CHART)LIQUID CAPACITY: 27.66 GAL/IN (SEPTIC)16.12 GAL/N (PUMP)LOADING DESIGN: 8-0" UNSATURATED SOILTANK CAN BE USED AS:SEPTIC/SEPTIC. SEPTIC/SIPHON.OR SEPTIC/SIPHONCOVER: MIX DESIGN j?8 (NO FIBER)TANK: MIX DESIGN ffiO (STRUCTURAL FIBER)CUSTOMIZED TANKS: _FOR CUSTOM TANKS CONTACT WIESER CONCRETEREVIEWED BYREVIEW DATEDRAWINGS SUBMITTEDFOR APPROVALAPPROVED by:APPROVAL DATE;PRODUaS NEEDED BY:OC2oir>Iom(N<sof=Q.LU(/>SHEET NO.1 XOFVo 4" CAST-A-SEAL4" CAST-A-SEALFILTER OR BAFFLE-TOP VIEW< uiOUTLETNLETW320-MRTANK SPECIFICATIONSDIMENSIONS:WALL: yBOTTOM: 3"COVER: 4"MANHOLE: 24' 1.0. PRECAST CONCRETE RISERHeCHT: 58'LENGTH: 4'-2"WIDTH: 4'-2°BELOW INLET: 46 1/2"UQUID LEVEL: 43"WEIGHT: 3,880 LBS.INLET AND OUTLET:4" CAST-A-SEAL BOOT OR EQUAL GASKETINLET AND OUTLET BAFFLE AND FILTER:WISCONSIN. SEE DETAIL(OTHER STATES SEE CHART)LIQUID CAPACITY: 8.00 GAL/INLOADING DESIGN: 8'-0' UNSATURATED SOILTANK CAN BE USED AS:SEPTIC / HOLDING / PUMP OR SIPHONCOVER: MIX DESIGN (NO RBER)TANK: MIX DESIGN ffXO (STRUCTURAL FIBER)CUSTOMIZED TANKS:FOR CUST(M4 TANKS CONTACT WIESER CONCRETETANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTSREVIEWED BYREVIEW DATE ,DRAWINGS SUBMITTEDFOR APPROVALAPPROVED by:APPROVAL date:PRODUCTS NEEDED BY:88g mo: ^ftna CMS I>■ os oI 00</»3<ofC0£SoCN§<Z3OP0.UJUiSHEET NO.1OFu-Qr\( 4" CAST-A-SEALFILTER ORBAFFLETOP VIEW4° CAST-A-SEALOUTLETPUMP PADaPE VIEWTANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTSWLP750-MRTANK SPECIFICATIONSDIMENSIONS:WAU: 2 1/2"BOTTOM: 3"COVER: 5"MANHOLE: 24" I.D. PRECAST CONCRETE RISERHEIGHT: 54°OUTSIDE DIAMETER: 7'-0"BELOW INLET: 42"UQUID LEVEU 37"V!£IGHT: 6.150 LBS.INLET AND OUTLET:4" CAST-A-SEAL BOOT OR EQUAL GASKETINLET AND OUTLET BAFFLE AND FILTER:WISCONSN. SEE DETAIL iflO(OTHER STATES SEE CHART)LIQUID CAPAOTY: 20.28 GAL/lNHOLDING TANK:OUTLET HOLE PLUGGEDACTUAL CAPAOTY: 790 GALLONSLOADING DESGN: 8-0" UNSATURATED SOILTANK CAN BE USED AS:SEPTIC / HOLDING / PUMP OR aPHONCOVER: MIX DEaCN gB (NO FIBER)TANK: MIX DESGN fflO (STRUCTURAL FIBER)CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT WIESER CONCRETEREVIEWED BYREVIEW DATEDRAWINGS SUBMITTEDFOR APPROVALAPPROVED by:APPROVAL date:PRODUaS NEEDED BY:\ocL(Drf)I0in1<3O1=a.UJ(/jSHEET NO.1 XOF PAGE 4 OF 5GRAVITY-DOSEDSEPTIC / PUMP TANK SPECIFICATIONS(No Scale)IMPORTANT:Anchor tank(s) as necessarypwsuant to SPS 38343(8}(g}Fimshod GradeCAPACITIES @ gal/in4*0 Vent Pipe»10ftfrom12* Mn. or 2a ft alsovcEstablished Rood ElcvalionApprovedVent CapElectrical must comply wilhSPS 316 and NEC ^Weatherproof—Jurtction BoxExtend manhole rfser as necessary.Approved locking Manholewith Warning Label Attached(typical)4* Min. or 2.0 ft aboveEstabfished Rood Bovatlon(typical)Depth (in)Volume (gal)A.SitB2.0Ik[C]UHDIB*Pump Tank Liquid Level = VForce Main Diameter =Force Main Length =Force Main Void Volume =ConduitAirtight SealQuick Disconnectrf18* Min.(tyjtol)(V__ AlarmV OnI ^ J1- Approved Jrmts withApproved Pipe 3 ft or4aSolid Ground(tyi^cal)PUMP-OFF ^ELEVATION = PL9 ftINSIDE BOTTOMELEVATION =3* Approved Bedding Material Beneath Tank .TaJcTi.fJ' c=>[clieal Dose Volume (TDV) =gal/dose— (< 0.2X design flow force main void volume)Vertical Lift = 17 ftsp$ S«3i,3o6o)Volume =PUMP TANK:>r^ 0 ga'Manufacturer: {j!}i€SCrPump Manufacturer. VPump Model:(See attaehtd pump curve.)Controls/Alarm ManufacturerControls/Alarm Model: ess—-^Qiiyi^^«MBa«i====.Float switches containino mercurv are orohibited.SEPTIC TANKfS):ume = galTotalManufacturer(^Install approved efflueiimmediatelyat the septic tank outleti pumo tank inletFilter ManufacturerFiltep^del: Lbe^tyPunqisPump SpecificationsLE40 Series4/10 HP Submersible Sewage PumiliiiMilBMimmmmiumiiiiimiiMmHMimHBHHil Real Estate sawyer County Property ListingToday's Date: 10/6/2020Property Status: CurrentCreated On: 2/6/2007 7:55:41 AMUpdated; 2/28/2020Tax ID:PIN:Legacy PIN:Map ID:24572S7-024-2-41-06-25-1 03-000-000060024641251306.3.6Munldpalitv:(024) TOWN OF ROUND LAKESIR:S2S T41N R06WDescription:PRT SWNE L BLOOM • UFE ESTATERecorded Acres:2.000Calculated Acres:2.256Lottery Claims:1 Q. LC NoteFirst Dollar:YesWatertxidY:Moose LakeZontno:(RRl) Residential/Recreational OneESN:402^ Tax DistrirtsUpdated: 2/6/20071State of Wisconsin57Sawyer County024Town of Round Lake572478Hayward Community School District001700Technical Oillege• Recorded nnniment.'; Updated: 2/28/2020Q QUITCLAIM DEEDDate Recorded: 9/19/2016403029□ TRANSFER ON DEATH DEEDDate Recorded: fl/?S/?ni4 -jgiqpR□ WARRANTY DEEDDate Recorded: 1/30/2012376895□ TERMINATION OF DECEDENTS INTERESTDate Recorded: 2/6/2008 351698Q WARRANTY DEEDDate Recorded: 11/5/1979172145 313/274Q NOTEDate Recorded;OwnershipLARRY A BLOOMHAYWARD WILORI BLOOMUTTLE ROCK AKMONTE BLOOMZIMMERMAN MNBINIno Addrews:LARRY A BLOOM10359N CARDINAL LNHAYWARD WI 54843LARRY A BLOOM10359N CARDINAL LNHAYWARD WI 548431* Site Address • Indicates Private Rrwd10359N CARDINAL LN •HAYWARD 54843^Pronertv AssessmentUpdated: 7/16/20192020 Assessment DetailCodeAcresLand Imp.Gl-RESIDEhfTTAL2.000171,000 88,7002-Year Comparison20192020 ChangeLand:171,000171,000 0.0%Improved:88,70088,700 0.0%Total:259,700259,700 0.0%Property HistoryN/A