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HomeMy WebLinkAbout040-1318-00-021 'auscc~sm 7epzlmrort of comme-x PRIVATE SEWAGE SYSTEM Cc~ .1 St. CroiX SaL•ty x..: Itm d~-]Division ' INSPECTION REPORT Sar tar; Permit N> 605193 (Al 1 iiCH TO PERb111 j State P an :D No GENERAL INFORMATION Personal m'orma➢>n ym. nrcvoe may to wed lol e:.ncar,,G.,rFnses [P'vacj Law s t5 na 3159196 Perm 1 40ldcl> Nome c ly Village Towr-s-);P Paroel Tax Nc Creative Homes Construction InvestmO TOWN OF TROY 040-1318-00-021 C. ST Brat E ev. Insp 81.1 Elcc U!t Cescn to me Sect ar.7clxn+10-3erM1lap Nc T 3~4 - 11.28.19.2096 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 'n SeMic Benchmark AII. BM Aerallcr. B-9 Sev:er Holding St1HIin rt , SUM Outlet TANK SETBACK INFORMATION S -ANK TC Ptr MILL BLDGVe-I :c An Intake ROAD D: He: Septc DI Bottom coring Lleadcriflaniteration U.st. P pC I_~ I'1 J ` _ ~~(L7 I Hold rg Bo:. System Fnal Grade ' 1 ti 1' PUMPISIPHON INFORMATION Manufacturer / Den•ard sl cover - , i. t 1C11-~L7 I P.locel TDH I-I't Fr c;~o't I uss System Hea❑ TDH -t rorcemarn Length :ha D$1 to ':ae: yC~ .r SOIL ABSORPTION SYSTEM BEDtTRENCH I engll- Ne. OI I renc^es PIT DfMEyS-IONS No. O' P.:< Insep Din t qu CepP- DIMENSIONS - - SETBACK SYSIHA TO P;L BLDG :NF, LL LitKFtSTREA`v1 LEACHING Man~lacl.,rer INrORMATION _ - CHAMDER OR f''1 " Hype I °.tem , UNIT Monel NUm DC, - DISTRIBUTION SYSTEM IM3Me FPaler 'rvlani'ciJ L'St CbtOp Hale Size x iclu SVAj ng Vent -1"117 u- _-nyln- `i C e ~ 10 C,F i- Uil J- Snac'!y_T SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only DeFti• Oec• Dapm ("ver Ue:tn c• j - xx SeededSC7eetl - - xx Mdlcred- Rt]'TreochCcnlc- i i ilc-Ci l rent Feces TCp1lII Yes N5 - Ye; No Q11 COMMENTS: ilnc ode, code disc,epencies. persors present etc.) Irspect,or#L p(~~x,a,~V-~ ~'I nspection#2: ff/~ Qjp >wt ~ i Location: 478 SUMk1IT RIDGE lltl~y L; A.l Rtvt Uesc'iption 2 7 Bldg saver erTh - amount of cove' •-e ('eCPw•.i, t Plar revision Requ red's Yes No ~ Use other side for additbna inf m-atior. Dab Ce,t~~No - in rsS:a',, ire ~ SBOn;-1'1 tR 314?) - S.ifety and Buildings J wsro: £ r+~.~ 2J1 W. Vt'35h ngfon Ave., N 0 . zbX i 102 Senitarv Permit / 537Z-7-71B2 >n Gll:A v-bY' C;c.;' p 1 IV, 1 ^Aadiron. ✓r' y ~y"^taa t-jTrl ttic tanwcn.r ~tm'+er liC.l7 _ `~4 itai~- - Tait AP-pi>cti I~~in > C it .bm r"1-' tutr unit - wrcc<r I ':Vt:11 Arti)$fA .12+'i ]~/V}t'- r rcyuiirrl P .`i-nn a>.t.'iRa. n t ~v,c P:a h'• o~in. ut >'tas oax~ F^ \CT ~ aic. Frc9a.... +J.4<:>i i~ a•~`fcra'i than R;ar ii; :u p:nsst C <ha. 71! t: rr.alnn IcRm rfcn+irca yoo t.. ill, ~V- CS 'Ic u'2a :c m> rluta"Ant th P-t a_v Lax A Ai:ai¢r ars - _ ! l S[~Phcau n lu (ut ntab n Please Print All Information 777 11 t I aCA i:nvacr ?smc~/'a. Pmpcta l.-.:an..n ~ 1: OF 0 . ~l . o(Y) Pr:pert itar is 4ym4ing P I -1 0 Gn.t Sill/ ame \unc:u _':5 Se aion,( Zr^..-~a.,e uclc. o :hat a 1 -r :;_v s i lI t vp< of Building (c~ I PP / iSssaAm rcv .'am< aka t _ i a[fu'v inv<llm.• r ub< .d ar,7,. to - Yi ,hc~ n:~rnu1- T~-rM s:. t rp of r/~.~/~~ IS@i<:. Nt<0-Cki)a ih-CnS-^/-/J!~/~,' T3aa tt Cf1 Iril(. '(ypt u only uoe hl n I.C C"oplete e B if applicable) ~ - - 1 1. =te. ».n ..-t.~ I .uncnu!•.Id.n!.'. ,cA P ,Laa7urn. miy '1tlt r CSJif.:zatoau Faci>ao:: wsr_9 mx, !'tm'. ~ r. r I• ! Lr r T re mn¢ pci rat Vw-rrM- anc llar< ssurd / i_ Vcw it _ pmt k u u;l - Pc-vu: K i:a~:n I i r t : me nt 1 r nr. ❑ crtc't Track:r tc L I I:cf ,ae E'cptraai•tn _ r _I_Z ~.y~V3 1 - (V 7rpc of to t~ Svstau CumVOnene UcVne iCbeCk Ill lh"a r 1 s.. of widh{ %0 11 ~4 ue' < 7A n. of mtyte nail ! Jeer-E re t,' !n-:- r o c ~ i t r n ..j u' d.ar t-i5 +n_ 1 1 ac[I` >..'r_t a7dami_~J. ur,._aplmnt - - _ 1mi¢n rx r,Poo, t T1inal fr<at nt 4rta Iufo) matiub ~t. rr rlnv:u>.,u/ Lr i rtal/f IPr;Jpa•: t -71y PicA> •.I>=' (fiLJ rI, ':;rn ab a a: Cyu11-~ u t Fc.i.rr 15~'.`}-~ r nr t -s= I I I soa' I- ir V1Tank lufu I LZ t_tun - s-.ors ralWa> tk,& n ' - icya::r H l_e l.nk C U. Kt>p nsihihf> titaUmeut- the and o,;: cd A,> re t ubihry fo: n -tallaiinn of the YDR ? 7 {PnS mn ~<hrJ i j~1•<s` artc V'J:t '.t'D,~ sv is :k nn: I rlrrst .Y St-ai:c _ - / T•mv~ > J.io s.: ac r an. 5 rr, q <.od t U Counn.Drpam Cal 1C On I ti: _ crniri'tµ/CC Lkt:c r. uo9 QTUIb! t _nat6le r ite:uon>J, r Ui ap(fm J \ t TX- Cv.di it 1. 5 k crilicn rr e n•_ 3 1 ~CY~ IJL• ~J r ! u:S ' 0L: a( dPiEn') I'v as ~f ay'men'. plzn o ~ i ael e~ VV plwnbe.'. i pw:T.at 2. All igMark feet r n , matt oe rK, it t / u rn m6 oai. oa W Pr- au• ns> Wee R A: r l l inrln m >va W a: n v mPr i' Pum i lae'r:mw And >at rnl. :Ofnl`lal( r: ,:i B,.It_ 4. v' Jib ti'J!V I:'fl 5 BROJB. C'f d',IVie HTn~s AUAhAti. SE 1!4 NA" 1,4S 11 1' 28 N! 1, N '1'O~YN Troy COUNTY S-.CRO.X 6'YS'I'LM ELFVAT'JO', DATE 9!5!18 BEDROOM 4 CONVENTIONAL A1'-GIUDE CONVENTIONAL 1117 Hot-DING 1ANK N10UNi1 )Ja SEPTIC 'T'ANK SIZE -.255 gall9ns LIFT TANK SIZE- UOSt. TANK SIZL 7E HOLDING TANK sl'ZP: I,OAG RATL I •C' AIISORP'1'10!; AREA GIHI of chambers non, RENCI NIARK V.R.P. TCp of 314' ppe ASSUME 1[LCVA'l'10N 100' filler Iafa[7rie 1''.1lCI C~ uoi2LHOi.r (D WILL tILIt.Y. same as buncama-i: SumrnL Rl4ye t + Scale = 1i4" = 10' i 7f~ Vs'ell is :o meet all 1^JD!vR setbacks 1N~ j Pro Bevrcom Hou y Huficutt Combo Tank Grading is to he done to divert 1111 run-off away horn systom i t3 B-2 1 rJ 3' i I ~ 3. M. Area 15' below system is to remain undist.:rbed 1 ~ropeCy Line (not to scale) -p r.ci.i". ..I'+ISION OF Nuu"Ry SERbIC:ES - 2:131 SAN I UIS P- STE 15C GREEN SAY D01 5Q04-521,1 a 1 D N i Comacl ThroLgn Relay S p } i"'I M:p.i7dsps •::Lrcvtpwyramsi ndustri-services Scott Walker, Governor Laura Gutl6rrez, Secretary I September 18, 2018 r cr.. CUSP ID No. 226900 ATTN.- 110;''!1' Inspector .....:-`.1 . SHAUN R BIRD ZONING OFFICE BIRD SELF STORAGF. S F Cr(OIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RT) NLW RICHMOND Wl 540;7-5409 I(UDSON W9 54016-7708 CONDITIONAL.APPROVAL 1cer.:TicationNumbcrs_ PLAN APPROVAL EXPIRES: 09118,102t) Transaction ID No. 3159196 SITE: Site 11) No. 853840 Creative Homes Please rc:'er to moth identification numbers, e above, in all correspondence with tae anency. Cr tiv Ridge .178 Town of Troy St Croix County SL 1/•I, N W 1141 S 11, I'28N, R 19W FOR: Description: Flound Syvrem (4 Bedrooms - A'eiv Construction) Object Type: POW 1'S Component Manual Regulated Object ID No.: 1796874 Mairtcnance required; 6011 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original ernde; S) hn:(s): Mound Component Moncal - Ver. 2.0, SBD-10691-P (N.O: 01, R. 10.+12), Preaaare Di.Soloutioa Cun.purcr.t Manual - Ver. 2.0, SBD-10706-P (N.01:01, R. 10:12); Effluent Filter l'he subnnittal described above has been reviewed for conformance with applicable Wisecns'.n .Admieis:rativc Cc-:cs and V,''isconsiu Statutes. The submittal has been CONDITIONALLY APPROVED. 'I his system is to be constructed and located in accordance with the enclosed approved plans and with any componen: manual(s) rctcrcrced above. The owner, m defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing :a the state unless licensed to do so by the Deparnnenl per s. 145.06, S.ats. The tu;low in conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during cunslruc:iot to avoid disturbance, compaction and use of tine site. • With new construction; it is recommended no! to activate the pump in the dose lank until the tanks are ;)urq,crl prior to homeowner occupancy. • Wastewater generated front contractors cleaning of equipment and tools and-or left over construction produce, shall not be discharged inw the drains discharg-mg to the private onsite wastewater treatment system Q'OWI'S). Waste generated shall be properly disposed of on-site or off site. • Any tall grasses, leaves and shrubs shall be cut short and rcn;uvcd prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material ip he:cnio ed from m0andsuca. • Divert surface water lroru POW I'S Area. • Prior to construction of the dispersal area. check the moisture content of the soil to a Clepih of 8 inches. Stnearina and co npactin,gof wet Soil will reun:t in reducing tic inlil!ration canaoity of theSoil, Proper soil meislure collect ezm he dc!crm:ncd by r7iling a tr)il sz.qiple between the heals. If it rolls into a 1:4- inch •air the sito is too wet to prepare. If it crumble e preparation can rceccd_If the site is too wet to prepare, do riot proceed cntil it dries. • All loping sir_II ccufurm tc SPS fable 3S-; !I,'-! anu SPS Tab:e 184.30-5 S; V IS R BIR", ; vA'-2 9.':A'2 1;I; • Insulate building sewer beyond 30 feel per SI'S 382.30'11(c) • Well setback to meet chs. NR 811 812 • Tank Installation to follow all niamifaclurc's n•ccunr:era; tio~s. • SPS 383.540)(() "f he management piar for it ?O'W I'S t lip] specifically addrasS lhc, servicing mcchalm5 of au aerobic or ,cu!erobie Leattin nt tank or a holding tank where either of the follo•vurg conditions exist: I. 'I lie botulni of lit. tank is loc•a:cd more dian_I S test be ow t_le, cle%alicr. sehz:z flits, rvidnt! pad is 1=Cell". 2.1 he hotioni of lac tank is locized more t!ren 150 feet horizons:d!~ twin -_.vhere the servicing pad is locee,i. • Verify prupcrty line(s) prior to installation. • Plinio Flnat, to he set and verified Der approved plan. ,1nv cha awes may result in pump resizing to ntect • 111 and GP>11tecifications. • Areas that are occupied •.vith -ock liagmerns, avc rods, :.uurms au:d bcalders redn a rho amount of soil avaiiao.e Ihr propr. u•r.:nrznt. 1`:io other site is avuilaote, :jets ir r+c ba.,.tl a iea of the mound must be cut off :.t Irupnd IeveL A Leger lilt area is necessary wizen ary W the above CV I:ditIoI IS ;lie caeouatc:.:d, :o pro'-[: h scfficicrt.n1! h:a;? t ::rat. Owner Responsibilities • The cutre:nt owner, and each sabseyacnl owrcr, shall receive It copy of this lerer iiich:ding instruct:cps rc:afirn; tc proper use and mauderamce of dhc .system. Owners s;.all receive a copy of die appropji::te operation and tnaictznancc mama: and+er wrrrr's manual lur the POW'I'S tics::ri!;e~ is this approval SPS 383.54(1). • Ip the event this soil absorption system cr any of its component parts ma:farclious so as to create a health liazard, the Properly owner utust lh;low the contingency plan as described lit tke approved ;liana. A copy of the approved plans, specifications and this Icttcr shat: he on-site during consarlc:ion and open to Inspection by audio: iced represeniadves of the Depam rout, which may ineludc local inspxlors. All permi:s -cq.rrcd by the slave or tie local m:mieipality shall be obtained prier to camniencen:or.t of constrcaion+instal!anion+opuat ion. In granting this approval thz Division of Incusm, Services restrsms the r.,pl•t to tc,licre changes o: additions should condi'ious arise making them necessary for code compliance. As per Stale sials I:)1.12(2), nolh:ng in hits rcvic•,v .hall relieve the cesigncr of tie iespons'ldity for dciemirj a safe bpildiat, su Lcliere, or connponcr.'.. lagcirizs zonczrs;ng this certtspondcnce may be made io aae at rae telephone number listed below, cir at the address on di;i Imtonccad. 'Ihc above le F. addressee shall provide a copy of flnis !ever and the POWTS management plan to il:e owner and any others who are responsible for the installation, ()petition o: nrauilenance of [lie POW I'S. Sincerely, pee 3cg1i-td 5 '50.40 p7 I nis Amount Will Be Invoiced. 1Vqwn Yon Receive *1 hat Invoice, Please hrcRide o Copy 4V;lh. Your Tin: Vander Lcesl Payment Sub:ricd. Private Sc•,vage Plan Reviewer , Division of Ind:istry Services WiSMART code: 7633 (51;8)5 16-61 34 ,Man- Fri, G:UO a.m. • 3:30 p.m. :ini.vandrrlctst4dvvixcv cc: Fcwin A Taylur, Wastewater Specialist, (7l?! 634-3484, Mor-fri, 8:0o A.M. 4:30 t'..M. Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. Now Richmond Wi 54017 715-246-4516 Date: 9!5?18 Ow.ner:Creative Homes Location: SE-1/4 NW1!4 S11 T28N,R19W 478 Summit Ridge Troy Manuals Used: Mound Component Manual Version 2.0 (N.01101, R. 10/12) Pressure Distribution Manual Version 2.0 (N.01/01 R. 10/12) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9. Filter Specifications^and cross section Attachments: Soil Te 11 G. Shaun Bird Signature__ License number 2269Q vu-coVCD Page 1 of 9 ;EP 1 ILI IP~i~USf4tY ScFiVICES System PLOT PLAN vito.It~,cT Creative Homes ADDltrss 107 Commerce Drive Swte 410 :Noodburv I1n 55125 SE 1t4 W.' 1(4S 11 IT 28 Ntlt 19 W'l'OWN Tray CO(iN'Ty ST. CRUX 4 SYSTEM ELEVATION 103.1' 9(5118 BEDROOM DATL CONVENTIONAL. AT•GIOW CONVENTIONAI, LIFT HOLDING TANK MOUND X)(X ssr'rtc LANtc SIZE 1255 ya'.'ons Ltt-r TANK SIZE DOSL TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORP'11ON AREA 600 of chnmbcrs nono BENCHMARK V.R.Y. Tap of 314" pipe ASSUME ELEVATION 100' Filter Ufclini'. Filter ❑1101LE1101.E O WELL. +11•R. P, same as benchmark Summit Ridgo Scale = 1/4" = 1Or b'Voll is to meet all'AIDNR setbacks 180, Pro 4 Bedreoni House: Huf+cutt Combo Tank Grading is to be done to divert run-off away from system 13.1 B-2 103, 102.1' 101' B-3 99' N 10% Slope Area 15' below system is to remain undisturbed Properly Line (riot to scale) Mound System Cross Section and Plan View rnne,%i Feet 1 ~ ~ , f3 7 II i I f s r ~ i 1. ~ t _ G 'I t I I ! ~ k -Iq - - L i + Sloe % L p - fopsoit - ASTD1 C- 33 C!"i aggregate = 4 in. sch. a] pvc yif2 Cap malen,d rnd fill ?ii'.i'y to 2 in. dire. U observation pipe Geotextile G II Fabric / / ? \ F 103,1 Ft ~l~.lT 1{ 1 y . i ~ .zt~ ti Pfuw~d ~u arc ~ ~ a•~ x /Oz- I Ft Cumu Slupe Direction GENFILAL INSTALLATION: the mound area is staked out along tha design couto.r. Exi..ting vegetation is mowcd and raked off the site. The mound basal area (L x WI is plowed wiilt a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a''/4 inch soil wire wizen a sampte is rolled between the pailms of the hands. AST M C-33 quality sand is placed immediately after p!ow•ing. Sand 's placed with a tacked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less,than one foot thickness to minimize compaction of' &.c plowed surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The obscrv<nion pipes are slotted in the lower G inches and secured in place with reitar or a closet flange. 9 It'!f' 1,l rage . J9 _ PreSSUrc Lateral Layout Two Laterals -1,nd Manifold ~ - rhreaaea -1 Clzan~ut i.auu_ai I::m-up ---0 Plug Nlanitulr! ~ -x -t \ i 1, - Long Force Main Swevp 0 rend au4 Distribution Ne' -orlc Specif IcationsPressure System Construct-ion Lateral Diameter. - 1n. Z Orifield ial~miameter ztzr -Z, _-I n. I Laterals arc constructed of Schedule 40 PVC Manitu pcndicular r iv c D ~ ~ a2- hr. pipe. OriGccs ar drilled per _X Orrtic:e S rein _ 'r f !n~ d:e Pipe with a sharp drill bit and face down. L (Lateral l.epreth` r PL Later t! 'M -UPS tcrmimn with a threaded enclosed in a G-R inch 1 q (Vtanifblu Ce nth) rt. c.leanout plug and are ut crur lawn sprinkler valve box ac.cossiblc Furze M1la:n Dllnleter - Z I. I L iWill -llnsiied grad-. ~fcic. C;rade 'I Z i 5-8 ]ncn Lawn Sprinkler Valve. - / ► \ Box ~ O,n,S Igt i Septic-Dose Tank Cross Section And Pump Performance Specifications - - Tan;; Iv4anufacturcr I' Pump Manufa;;turer 1'snl Model Ntunber T ~~7 rPump Model Number a L~ Total Tank Capacity I d S s i ~Alattn Manufacturer tit Max-Bur Dept r Alarm Number Ir ✓ -1- - - - t ILL-switch T}pu ~1~: 1 Filter Manufacturer ' 1, Total Dynarnic Head (IDTld7 - Feet Filter Model Number + Elevation Head Distal Pressure Network Loss Minimum Pump Performance Required Force ?ylain Loss - - c GPivt Ft TDH ~Totaf ! l d outlet Manhole Min. 4" Above Grade With Manhole Min. 4" Above Grade poking Device. Inlet Manhole ( Securely Mounted With Locking Device \ 6" Below Grade Sealed Waurticht Weer-proof 1 \l` ► Junction Box ' ~ ~ Finished ('tads - ~ ~ ~ ~ Vent Min. 12" Disconnect Above Grade blears With Vent Cap outlet Filter -1•~ Inlet r~-- Inlet Baffle ~X A y~ Switch Settings and Reserve Capacity :ti f~µ•Cep ~•j' - UPl Hole (_.._T~_Vohune= : H nches~VolumuGal. Dimensiott B (reserve)A. -G.• i y S J, > off Elevation C (alarm) B 2 Ft Bottom i (dose) C ~7 S 1 r I Elevation (dead) D 5-3 y l D Ft _ Total T T TT )TfT' lT?.~T4Tl . a•• ~~~a?T1. the GENERAL INSTALLATION: The septicidose tank is bedded and back filled ac ufrdance rwth may of manufacturer's product approval specifications. Maximum depth of bury as specified by device padlockt be exceeded without prior approval. Manhole coven exposed to grade have an effective locking n"tod ht tittiegs and waterti with tank installed. Piping at the inlet and outlet is g app Tvhe o c`~n istslee ed wiith 4 Sch 0 PVC ogbridge the tank Comm 1S laid on stable soil to prevent sealing or sagging. excavation and the sleeve is sealed watertight. Electrical service Snmplies with NEC 300 and s. c ' page of 02(05 U 280=SERIES 112 hp Submersible Effluent/Sump Pumps The Liberty 280-Series pruvides a cost effective "mid- Performance Curt C-280- ries range" pump for on-site waste water systems, liquid 40 j.. 12 waste transfer and commercial heavy-duty sump pump applications that require higher head or more flow. _ - ' -r 1 t Designed around Libertys unique "Uni-Body" casting, 30 • 9 the 280-Series will provide years of reliable pertonnance. 95 8 All Models Feature; U 2 r 6 Vortex style impeller permitting passage of solids ca is., - - - - ' - 5 ~ up to W, rr t 2 lei 3 • 416 stainless steel rotor shaft - .1.. i - ..1 • Permanently lubricated upper and lower ball bearing 5 ! _ - - 2 • Epoxy powder coat finish 0 --1 i - e • All fasteners -coreesion-resistant stainless steel 0 5 10 15 2025 30 35 4 45 50 55 60 65 70 • 1Y" Dlschargo U.S. Gallons Per Minute 92 22 ~ • Stainless steel bottom screen -easily removable 0 38 78 114 156 192 228 270 • Maximum fluid temperature: 14V F. Liters Per MinAe 280-Series Cord Lengths Dimensional Data: Model 101 25't1) _351(-3) 50y- 280 Standard Optional _ Optional Optional Weight: 291bs. - --Height: l3" 281 Standard Optional - Optional _ Optional Major Width: 10" (model 287) - 283 Standardt Optional_ - Optional NIA 287 Standard Optional WA N/A Minimum Sump Diameters: 10'00ri1ca9ehst:mdardoo at models. For optional IL-h9ths. Mode 28 ..14" add "2, -3 or-5" suffix to model number. Motlel 2877 VMF VMF...10" Fxatnple: for model 280 with 35'ccni, order 280-3 - Factory switch Model 281, 283 Mode1287 settinus _ VMF Motor Specifications Tom on level 13" 9.511 ;4 to 60 Hz 3450 RPM Tom off level 7" 4.0" Oil filled, thermally protected (PSC) Permanent Split Capacitor 1h0Mode;283fGaiust a Wryad,w:abWmae-angle float. DItforo. a; 8.0 amp's (115V) adaatmahl3 avl be male u:,:.OY by!ottnnu9 the Vaal to thed.s- 4.0 amps (208/230\) c.ha;gv v po cr Other motumr g poi,: Verea! float mr ce1281.s not adjustable. - 1V Model 280 F Model 281 b - f Moclo[2113 ® Mode1287 N Manual, Wide angle It 11 r Wide angle gle VMF.Sorics { no svritch float switch float switch ~I Vertical ma with llh• g _ quick- J with series note float for disconnect (piggy-back) smallerpits- 4/ J~rplug will operate in a 10" diameter sump SSPt~ s~ C~ c us Certified ~ O £ry+n( i:naap F:lJ,~el LL,.l,yn1+/~'v.,I N~~n Liberty Pumps • 7000 Apple Tree Avenue • Bergen, New York 14416 • Phone 800-543-2550 Fax (585) 494-1839 www3lbertypumps.con> %"uri•,,t 01.1o:.:v NI rgtL^ rsscrvea. 11T H:Ue RC✓s t' POW[S OWNER'S MANUAL & MANAGEMENT PLAN gl'I'Wi'011'1,14111MAT1 UN SYSTEM SP 1Septic Tank Capacity J N Septic Tank Manufacturer _ NA -Y Effluent f-Kter Manufacturer NA I DESIGN PARAMETERS - Number of Bedrooms ❑ NA Effluent Filler Model . O NA Number of Commercial Units dA Pump _ Tank C_a._pacity at NA Estimated flow (average) atfda Pump Tank Manufacturer Dcslgn flav (peak), (Fstimated x 1.5) Go aVda . Pump Manufacturer if O NA p 1 _n~ C) NA Soft Application Rata aUg daylfP- Pump Model Monthly average' Prebeatinenl Unit InfluentrEffluentQuality ❑ Sard/Grevel Finer U Peat Filler Fats, Oit & Grease (FOG) 530 ntgr'L O MecftanicaI Aeration ❑ Welland Biochemical Oxygen Demand (60DJ 5220 mgfL ❑ Divnfectfoa (3 Otter. Total Suspended Solids (I'SS) 5150 mgll. Manufacturer Provelated Effluent Qual:,y 71"UA Monthly average- Dispersal Cen(s)~ - en Demand 530 mgfL ❑ In-ground (gravity) (7 to-ground (pressurized) BiochemicalOxyg (Boo') ound Total Suspended Solids (TSS) 530 mgll At-grade G Ut er. Fecal Conform (yevmetric mean) _s10' cfutlooml O Oct -line Maximum Effluent Particle Sae Y.lnG:diameter Valuos:ypl:alfortlomesbe.(non.:cmmcrCal)vazlcwalorn:W wptP1 uw: effuucr Vuluus ryplI l fur pmVCUtud wastowater. MAINTENANCE SCHEDULE Service Event Service Frequency At least once every U r,ontlrs eaast (Maximum 3 yrs.) _ Inspect oondltion of tank(s) Purnpoutconwnts of tank(s) When combined sludge and scam equrts one ii id (Y,) of lank volume At least once every L` l niornh_ Yc 'r(" (Maxhnum 3 yrsJ Inspect dispersal cell(s) /Y! ❑mmths'`'1 Clean effluent filter At least once every n monthral(sl ❑ NA Inspect pump, pump controls & alarm At least once every ,S _ _ - - - rAt least once every ~q mon ths years} to NA Flush Ial(;rals and pressure lest ouwc least once every O months ❑ year(s) O NAanecleast onto every 0 n;onths ❑ year(s) ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an Individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restdcted Sewer, POWTS Inspector, POWTS Maintainer, Septage Servicing Operator. Tank inspections must include a visual Inspection of the tank(s) to rdeoVy any missing or broken hardware, Identity any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or pending of effluent on the ground surface. The dispersal coil(s) shall be visually inspected to check o Hie oftauent levels in the observation pipes and to check for any pending of effluent on the ground surface. The po 3 ground surface may indicate a failing condition and requires the immediate notification of the local nigulatory authority. When the combined accumulation of sludge and scum in any Lank equals one Ulird (Y,) or more of the tank volumu, the entire contents of the lank shall be. removed by a Septage Servicing Operator and disposed of in accordance with ch. NR 113, Wisconsin Admutstrrtve Code. and any The servicing of effluent filters. mec7hti~nieal or pressurized POWTS components, pretreatitment components, y otter maintenance or monitoring at ide(vals of 12 months or less shall be ixafomted by a celtifiad pOWTS Maintainer. A serAq. report shall be provided to the local regulatory aumonty within 10 days of completion of airy service event START UP AND OPERAT ION For new construction, prior to use of Lie POWTS check lrentnenl tank(s) for the presence of paiatlnu products or other chemicals that may allpede the treatment procus and/or darnago the dispersal gal(s). If high uunedptations are detectod have the conieflts of the tank(s) removed by a septage servicing operator prior to use. ~ c9~ _ Page of products or other chemicals ti'dt ence of painting atetlad START UP AND OPERATION !+oaijttent rook(s) for the pres tier to use of the PCl^JTS checR If high concor:trations are d have the contents of the For now coasvoction• p may impede the treatment Process anNO( damage the dispersal WI(5). tank(s) ramoveo by a soP:aga setvicing operator prior to use. t~ towor is restored the excess vrast System start LP shall evrater will be net occur wrion soli coritfidons are frczan at the lnfillralive °"r©cesett in the barked surface discharge of eff!uen'umtt tanks may fill above normal highw'e c ll(s) a. ,men f rater i or to restating power to t:fit Jvr:ng power outages p a Se tao Servlring Opu aallrols to resto ~Jischsrged to the dispersal cell(s) In. one large dose, oea'toadln9 the. cell(s) an Setina fee pump hove the cotents of the Pump tank removed by P 5 To avow this situation re normal levels Pump it contact a ?lumber of Pa WS Ma,niamer to assist in manually operating To avow the area within v:nhn'dte pump tank, t cells. Do not drive Or pant over, or otharw'se disturb o: compact Co not drive or perk vehicles over t a4anks and disperse non area- ro'.ong the life of the PC%VI-';: ib feet clZil slope of any mound or grade sell r.+Wc p flow tltaoers, d'slnfecturns; fat roundatoc.lut:Cs. dtain Reduction or e6minayon of the talVoviing from the w' llo nasvrabstream may s: 6egruesera dontal ~nnanceTedications; oil; pazting r asoiine; grease; hcoulcides; meat scraps; antlbiotirs; baby edPest Olga+a8a buts; eondu es; ~~surnP pump) worse; fruit and vage'able Peelings, g eilan pesWips; watery neoklns; tampons; and water se: Care. ABANDONMENT ' snail he taken to insure that the syste n's erode?Y ;n ng s tips When the PCVJTS `ails andfor is pormenenity taken out of service the rative Coder N'isconsln Administ and safely abandoned in compliance W!th c`taptor Comm band th • All pipirg to tanks and pits shall be disconcerted and the abend0ned pipe openings Sealed Servlc.ny Operr ter. g • anks and pi's shall bo removed and property disposed of by aSep The contents or a7 t After pumping, all tanks and pits shall be excavated and le nuved or Ines souses romoved and he void space filled with sd'f gravel or another hart solid material. CONTINGENCY PLAN repaired the fohowleg measures have been, cr must be ratan, to WOW-- a coda camph,?nl if the POaVTS falls and canna: be repa' replacement system: n b ruqui~,atl ❑ A suitable replacement area has been evaluated and may be utilized ter the localon of a replacement sad upoban aju . nged stems must comply with the rulca in The mp{arrurnont area should be prtlltlCl2d 4om disturbance and 1..0 W[hpactlon prata:t and the should replucenut be infre uee i o sad structure, lot lines and rrels. Fa'luru rnertt area w10 result m rite neon setbac'cs fret exisling and p' pO ter a new soft and site evaluation to establish a suitable replacerren'. area. Replocemon sy in elands lashes ogN uffact at that time. ❑ A suitable r May t;e lnit ahell stala<llasta last 9res available uu epau+ ib•n failed rPOWTSmitatlans. Dnning advance S s to Identify o suitaUle replacement area. Uprm "allure et the PC4T a sate and site evennr~o u ;cing lank may he ins:aua6. as he site has not beer oilei as D st be has not d cp avale a su'tohle ntifY 8o lla rasa. if na redlacemant area is available a ho a last resort to replace the failed POWTS L mound and at-grade soli absorption systems may be reconstructed in piano tol!owing removal of the btomat at the in6itratrve "'mound . at-grtl.l(' sell of such systems must comply wlli the mtea in effect at that time. 4NWARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANWOR INSUFFICIENT OXYGEN. DO NO SEPTIC, AP O PERSON FROM THE fNT RRiORTHE A TANK EATMEN TADIK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE Or A OF MAY BE ItAPOSSIBLE. ADOITIONALCOMMENTS --------J - - POWTS MAINTAINER / POWTS INSTALLER Name j (_2ra_y-•1 C~ N no ame I 1 1~Z - - - Pl:ont - Sj-- i''c / i In ` P ~ Y l LOCAL REGULATORY AU! HORITY This G OPERATOR PU, ER)-_.-._-. Name F j .t D t - - J sEVTAT'E SERVICIE- Name r Y~..Phone ~2 t 2 Wixrxwin Adm'nbhath'c Cada. Phone /7 22f..)lal( 1(1 l . nocumen; was droituo in wr!pllence with chapter ST'S 383 and a83.'Yt(). O cQ L U 0 ~ TF- i (j 4 i Y OF ~ ~ a i 4 / c i 1 ✓ 1 ~ 1j„ lL[ J QOm ( ? _ _72~F_9' I, I 26 4 2 NO 0 MJ`A DL 29• F F" ' Oi u q GI 't! 33 I GN. C~ 4 I u lr~' 4. NO Ci R OR FCC I' O 'JN iN'J n lQ•m o ^ 1 O 41 1 11 P< 1 y ^ O /n QJ rll _t{ GR CHANGE _ ~'0 1.CCJ ACRLS 7 1 Ir °m dv~ WATER DRAINA^ A• Irc 47,G35 SF i, nll 1 `gym ~•II 1 I wry j, o; .N__UDES 3Ul I_._._.._._._._._..__ ._-1 o A.LCRING. ^!LLlni S - ~ a . N - - - c,1 5 'AScVENTS, YlAICR N eaav JG•• v: s' I 143.32' m-45.:9' S CLL VER.TS, BERMS, N ei'C70C' _._.342.00 ' v,i ~''^i.',1 v Ito L.-~. lp).'3g O°•• :999"~NI i 19 -..l aD la TIb v J E S. A SPECIAL EXCD I l q, S'_RMCPES 2C: CR GRc \ -_---.47 ACRES PE' IS APPL IEC 1. }I °i 4S,33C S.F. 1002 25 A.FES ~.,,y A 2 THRDL'G'4 A PUOL IC ;0j~4• 4 BOARD OF nD.usTrlE v _ 5 Ba°CJ•CD" E 1 o {v ^,!2 q79 q~;'^.yr; 'O t`rv'c 9. THE {OL; WING LOT`. 1. 55, 59, AND 62 a J y 1 / } ~l 3<%s.. "5°• £ " 7. ALL LO'S HAVE ONE q y : 20 T-F S_. CROI X "^U• 1.322 ACR--S I 4 ' 24 \ - - } 57,p71 R-BG' ^ ` ( j F v J"I ITT F L J A'_ A7 N C t I,1 m } %3 . v, dv .:444ASR S I. t\11i Zen p ^3s C, 08 \ 00 16362' Cn CDSTRUCT : 'ISi 1 t. - r~ / I O.'c. \ S ai'S2'S9" - I TUFBF, O' CG~~ 38Z /~\00\ ? -^?1SIJ 5 ArUTES U l 1 `t ~.X E73\ 5 ,?C~Si' •no u+i i+'/-t-\~ 1D"94C0•.~__ J C _IS BCC; 1, -r - 'HIS SUEC GVl I r* w 2 a 3. THE P.HPWE CE CU1 of o ♦4' o. J GREEN SPACE. AND F T?°z4'04'_' ~ AND 7 IS FUTURE DE 21 1 CG6 A^RES N, oc w 1.5 RF$ /o-o yJ! J~'}I '45.414 S.F. Mya;A 3 % 22 zn moo {ry / 1.5i6 A'.F3 1 z0°DG CY 'y `>~pd < !~Ii, )+/p •/r O~.e 4 ;D /~1E.9t• r ryYw 4'179 ACRES ~ ~ _ - ro ~ o-o 20$09' ~j ~ ~ 457.43' g. o y 1 m v1;' ~ ; ` O^Q/~.I^CF \ :t 1 It N.h \~;^-J V,tls/~i.. 4 A IFS D ti`~`\\ SF{~FHT JFILKINS - KIN S"1'. CROIX COLN1' t Sr.i' I K' I fVNK MAN\'hLN,AN('L r,[;Rh.Fn4LN.f. AND OWNFR'411P CI:RTTF1CATIC A NMI OwncrBuvui klailingAodress ~L? i OiM~n~it~ cam( Q LL~~ -l1lJ ~I?t~ S: Propt•r1} ndd~ i ~ ~ rte- M,t~ I {VcriLcatiun roquvcd Icon Pl nnmiy 6•- 70 ,C Depart ncnt or t rw ~msttuctiwt) r'li* WOW Parcel Ithaiiicautin OrWe~ ~7 TI? LEGAL DESCRI(PTIOR J 7 Properly I c)caLon✓ t-; , See' ' 11`07 N R /~NV' Towu of r~e'l c , Subdivision Lo[ Certified Survey Map k Vi hutt; Page.4 Warranty Deed k VCAU nc page: Spec hous • ye; nn I.ot ling tAentifiablr vej nn SYSTEM _NL-UNTENANCE AM) OWNER CL2'TIVICA'TI0N. knp¢tper use aed manu.enar,cn nt your>,entrc stein mold re9aah rn ,tt porn al Irv Trdurc 01 ta idle vusics. Proper u:aurtenauce cons us of pangmtp .nn tale sel .w tann evt of c I hcx Vca I,. ors' oucr, ii nua icd, by a houused pumpet_ What you pul [nto the system can affect the huraton of We septic tank av treammut sage in the move disposal sytitct:_ Owner roatutenance icsponsbtlittes are spccti)ed in tiComnt- 81'All and r: ehapfet 12 - SL Croix Cnwth~ Satnlaty Ordinance. The ptopetty owner agree, in subuur io St. C uitx I. IML a Plarnarg Znn m); ImpadraC r a rCnQCaOUn form, signed by Ctr owaet and by a rnacter phtmhcr• juumeyman plumber, rcAus is;'. piumhc: of a &c'ansed pmttpct vct sf.°ing that (1) the on-site wastewater dispow! system is in proper opera ring coruflrrol: and; or (2) aticr ntspcc:ion and pampmg (11 necessa, Y). the septic tank is ins than 11 full (III RkidDW. uuv, the o.uiers"aud have I"d We alnwe rnluircnn:ub:ud agw'. I(, r:tinGtatn ILe. pri :Pe :ewa)~, disposal ,Vsrrrn with die. standards scf fottlt, hcrcm, as ma by We Dcpac rent nr CUncnetce Wow Dcpatun:;u; of Nafnra, Itesoutee., Sum of wfscousin. Cenawation stating Umt yum septc system him been immmmcd nmm be cor.,plrwl and returned to the A Croix Cotudy Manumg x /•(rdag Dcparuix.:A w:thin .)0 rays o: thy: three year cxphahon date. L we. certify that. all stater nrs on chi otm ate u tr. n i of nII Ow lowxvled~e. I'we aurvair•. the ewuer(s) offhe InopenN A %tdhed aN)w. by virme or a wa n1y deed we dcd m lu vister of Dec.-.s Off fee Number of bedrooms _ - ~ ~ 19 //sl(J 'A fl APPL1C_.1lN'1(S) DATE "AUy ir-tut ilia fun that is nusrrpttscuted irrrl tesnlt m lire lain ary pcni:a b, url, r.•voked i,y the pontunp, fir Zrnnng Dcpanmcnt, **x :zolude with this apphcatiun a recorded w<utanty deed liom !Lr• kcgtstat o' I )ecda . Jtx:r zrd a copy of the ccrldfed survey map tt rctercnce is rnaA:: in the •waiianly deed. 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