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HomeMy WebLinkAbout040-1225-40-000 (2) scansm Department or :a!•„ernas,aa~•~gD.':-;:,rr PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT S.;ncary Per 1 Nc 605009 GENERAL INFORMATION (ATTACH TO PERMIT) S7e Mar ID No PBFSOMI in'prmll vrer rIn"le n'o, US b°@c'C' R,="Ja'y :ar,c Scs [P',!iuy' Law '.'IS, Permit Pc JC. S Namu C I•i V Ydy"o "oa•nyhlp Pace Tax Ne' John & Cindy Baker TOWN OF T OY 040-1225-40-000 CST o'.1 FI, In9p. Bt' Elev IBM UQS. upron 6L ek Sect mJo,,-i Range+i No. /41-54 M 5 'e 09.28.19.1100 TANK INFORMATION ELEVATION D TA I YPL rotANUF ACI URLR CAPACITY STATION BS HI FS ELEV. f Sepl Eur ` Herchmark 35 6S /d/ c ~ 7J Dosri g 1..~ Alt Ht•.1 7. & feet 42 Goer ,3 I Awn r Rldg Sewer I t '14.1-111 . ri~ Ho-mg I "i_ SVHt Inlet 1 TANK SETBACK INFORMATION SVHt Outlet -y or • IZ TANK I(, PJ VvFII Fit DG Dllntel IZ.IO r 96• Septic 2d 1 a-!•~ D: Doron• Z9 I (p. 1 r12 •-7 Dosing Iieaderilulan. !~S I63 Aerat or V 0st Pipe T N Hold rg Hot System d~ PUMP/SIPHON INFORMATION Ile, F raI G•acie fix hlan.da:c.n<n Demand St Cover 26e GPPA (7(tZe /J lei S Model Nxi-bur 7 TDH Li,li Fri cron L0^Vss6 System He d TDH' 1. IT `L 16 1 . U J rcwennain Len : Di Dist n :'Je'~I Ax f 9-1 16V ` ct SOIL ABSORPTION SYSTEM BED:TRENCH :eicl:° L"Ith Ne U IFencn PIT DIMENSIONS No _(Pr.; 1-&n lla Li ~ n 1 L DIMENSIONS SETBACK SYSTEM TO T Prl BLDG VVFI I I.AKL+S I RLAM LEACHING LSar ulacturet. Ez //d INFORMATION _ 'e f SyS.erc CHAMBER OR 4 f II ( t[~ UNIT M.ncel Numoer 16r%JP~W0.1. DISTRIBUTION SYSTEM 30)A..' ncd'.1!,rL'ar ~rjlc IiiSPil ti . Han. Size x •Ic1, ~:NVI^;n Ve At, 1, e Pra•ISl lll Lc•rglh ~ Do G L~:.up:h [ire Sr,u:nn; SOIL COVER X Pressure Systems Only xx Mound Or At-Grade Systems Only 'M) -7 Drn I:a-it° nvrr a Denth n' xx SeecearSOatletl xx t, ulc; , Lerl~Trench Center 3. ~f Bed Tc`cb E]ges ` SOA Z, N^ Yes No COMMENTS: ;Include code d screpencies persons present, etc.i Ispectro 1 Inspef ion a2. 1 a (Je., Icy Location: gya gRIANA LN 1.j AI: BM Descnpl,on = (O V~J~ nt'_ , /N' Wit- 2.i Bldg sever length - 1 ~ amount of cover = I T CA n/t. r 6YY Plan revision Required? Yes No Use other side for additional lldormaaon v V _ _ _ "N Snl: S?rC / Date ^ ~r Ins c:tl 1 ° ature Cert. No. o~MSf 1Nt. S:F11H("I cX1511n? • ~nl Ih,ll I havr In.:I!ectcri the llr (-Iv 11L, the h!111ovvig wmkIcno, ,ur I addle,:;) _ of It 'rm\ 'ow o.\ Wls( ~x~ll inspe.tilrr;, 1 ~rl;il~r that 1 havo I,unui ;hr I:u!L( I• to the i,IU Iru k_ i.•~ ~ n1 In.1111 16rvtllp!,-~, ~ . I'n1 I flt 1111 i~~ I I,;i V~JC2ti-S f 1-+nY.lil IN nmv!,i f' c, cK 30-16 i 1 lit N(I t' `I ('r iiCt'. _i I 'l I7 Si~l I I''. II I't", ~I 1❑ I(~Irl-. itl!lNt c l' `V ces ( •I-Iartc•r ;M and AS 00, Wisconsin Statutes) or licensed disposel I I ? Wi>eonsirt Admim lrati-ve ('ode) /7(y+ r. , of ' C ~-'~Ir'; .fir I:I II - _ O S ntt ~r LRo/X _ t v,• p r ° \einbc qn hs :ucd robe CO-1 JUG 02 2M _ 6656097 [ _y January ennit Application i< urt n<F irl~1n1~'~S 'I7M l't% t i s p. d r C d<. bm o> .m r mt tl f _pr. r~r;.I : yurcr r r n . r yuir Arfil➢r'd@RFr. r - ,1p 6 par .-...-n rr mn rJ r'OH'(;5 arc subnv t o-,. /J - - D Vanm rt o CafcC .r" -.ddre , n.dl.l+:-t .ii:,-;:d rc;,:' ro mr qr r (`u d u >tna p,vvjdc rcrv ac u:cd for s r. lr. rxs r r v eorJ,rrce; rth d.t. 1 n ~ir. I rll r ~ -J, Amy Owlu' inform lltnn nlras r m i! annrrn•tt - - - fI'rL Q~; ~ 1 G y - fa ``fir sFJq c Ea ~~O - /~75- ya -coo Owltur" $1311 ZI Codc ..(hone l`umba ~___a SYO/L 1 715 377 - 6 S t S ° I0 f Tf PC of Bwul nR (f hccl aP.i;at IPPI X R :Y tT bliiuy \un h:r ullf rc-ar. 7 -t.M:, f-+nm rai-Dc u i . l''-:, 1 ~ LOdE4 ~LL S f r~la~~ w 15 ELa1,_ a( snnf_ Z~r_ _ l-.unpin a ::ou Lam: jlrj L .1c.r, t h r:rn Isar: Kc~ a..r .r:ut : -1v , J Ul4r ~lodi fi ~srion Io Csizrrn~. 5}-uan Ic~nlaml t3ri nr uu ~ i ~ - x rge ni Fiu rSn r U Vcmtit Traufiv to \cu' 11.'.. I ruir:u~ 1'cnu \tuen:n: anJ Dnc Isuaf OunC -j'.L^f - eudC o ~Inen4Dcf ice heck ail ch,imw L) At Gr-d-- E 3//P8 I ~~F 'rmu'v J (n Group I wnd _ _J in. ofsun3blc ' rt, J\rurt'_. t . IruJ 5[r r!(:mppn olcfpla u) r' P n sm r. fk'.c ( rl G 1 )ISI1Ci Sd~lfl'al CnIA (.a lfllnrflWhpO_ _ 1 rwsv (gpni__~ Ihs1 r Soil .y.rrL auon Rx<hpd tl ~ Drspersat A: at propa.cd (s[1 I 1ssi.m li, sums Leo _ .7 _ unk Info -p iry-in-L-_. -858 _ v00 -f ~dN.J 9YS 98s19)s sud Gal nn Ei:ul. t 1 r _ y -i rln a - - ~1 X60 ~p~0o ~ ~iI~EEKS _ -7- .-750 - 7S0 / Ll /ES eA Ce,d L ACYE ~ t HcfpunstAllit} 1ra[emem f, thr undfrerencd, r zn - _.n ! r in.r_IJsoon ar .lm (UR o........... ho"Namct rirn) TS shown on the atlachni plans. it - r' . D • - TP.9#FX.C Wmi~aa lush tix~' I'FN+r et Vum~.e, J_oNNrstf~ELKEtaaipCude)` _ - ___--o?3/3YG - --i.-71S G7?-SdGG - - -5'r wr. /./u2ti ~o lJT SY7~~ - - Ottn'\' icp trlmu [ st aVS1Eff71LaINEtt /D . l { Z~JS - Y. •$`6'pt (irk. e;fl' 'J' imo-f'i rw~° : , - - - - u:spel' peep-".j:dllOIAn si sIr I_S is per marayemert plan p o "ue , 1 plu noe.'. f~lf ' 2 AM neNbrk nrcurorens Inrut w c.c.r4 n f i •Per'roN!crblear5!?;.M:-n.rre. P l, Pave I of" i : ~ ~ZEFtACEiYC,rr~ a u r ^:0ef ~ Name. t _il ~Je~ciihnnn. Say .JE 9 9 Al. Y 4) aticipaligr: Town. V+4t-C. (4N, of i Number- Bloch N'umber_ CSM Number. brirtisiooName: ~i aUeq-A~IL cS Number' _ -D yo -/,7?S-Yo -oe0 a c I indcx and Tint; Pa;,c ~ e . Plot Plan with Cross-Section & Plan View "t e ? Septic'fank Pump Chamber Cross-Section fi Specifications u`,e 4 Primp Per(ormancc Curvc ~~rc 5 I'MN`TS Owner's Manual S Mana,cnunt Plan c 6 PONNTS Owner', Manual Management Plan Intorntation A. f,EtKE .7313y6 Jivnautrc: Date. C-dL D-c igned_pursuant to the Ibllowin, l )NVFS Comfionem Manual and_DSPS 381-38; ii3!'1-I0 'J>- l P f A hl ~ttl. IL !rl I ! `i11-,~1 ou rl Soil !VbSorpt ,n CLInliIUnCIIl 1',•nWz \IClrln rlSit tnr~ .-...~il.La, r'. R~p, I y' N Y 3 ~o J J e n I M s ti~ co v ~ `II " h ~ b W o I C J ~ o V Z r ~ 'r 7 ; ~ _ ti W4 o Z n h ~ io W \J a s n14 '`o \~1 0 v J e o ~k ` Q a h G V~ J f ~ l p r.!`~/' C J ~ ~ a N I V I ~n o Q~ II 2 kj -f ' c I V' q Y y h ~ a c Jage j- of 7 _,JvK & DOSE TANK CROSS-SECTION :,OR..bVINC NOr If} Spgi P _ MANHOLE RISER & COVER (PC- SPS 394.2N4r)&IB). arryo grNS)tor .,y l.i::i iak:na CC'vice.&we`rW-WC.'. Lk:cnd Fro a Jrauage} / manhde riser as ne:essarv, 1 4' 14m Sch 40 Pvt; Tank vcr 4' Mr, ctn. aC ?✓C tank Ve, '4evted 12' above yrade f. 1 BUII DING SEWER le( 12 dbova grade or ?4' dQdve fleglonal Hood Elc, / !I:c: SPS 9C2.J0;1 i)1 above RMlnnal r,a d Elevation 1 ` ELECTRICAL l rrl-:r.~ i JUNCTION BOX \ I+,..~ (axi NEr.S0 ilfi 7P I I 3 f 1, and d NEC 30 3U0) f I \,I \y' 14 1g' _ 5 E M 42 I ~rrc= A ! tan Ilr r I ODU ecx wkirv ttlmawn ~ /cr 1 / I I _f- ! 1 (nxuewaror lx.y - - F Clime ~ „ - - r':rae1 rrvk 1 l aa. nt EXISTING -/.700 641 } i Trr sr - o r~.:... t ~vtvrnn- SEPTIC LANK 8 DOSE TANK A_ c - - I 91 b r` „ ! T4BLL BFDOINO BFNFATII LANK R 69AXINItIM BUN.Y D_PTH Of t rr,nng of lank may be regmred Per SPS 3113 4.1(8)(9) Daily Wastewater Flow (DWF) Number of daily doses.- -se Tank Manufacturer 6SE'A ~oda e - S179 _ 75-0 .-_oallons Force main volume. YO 4 x 3 gal/ft = 4.S- fvfanufacturer S J` E 1116eydws Actual dose volume: /JL7 gai / S a. - - 1/S vlndel Number ri4.~K Swdch Type: /%6cA0✓/c Ic - DOSE TANK CAPACITIES: !'Jeri Pump Manufacturer zo a ce e__--_ Reserve above alarm 7 ? _ YJ Model Number Alarm float above on float o. Minimum Discharge Rate: ?0. 10 GPM On/Off float measurement _ G in 7 c JI ;B Off above tank bottom 8 m - /6d.1 Vertical lift (pump off to lateral invert).... 7. S ft System head (distal. pressure _ x 1 3 fl;- - _ ft DOSE TANK DIMENSIONS: Yo ft Force main x /o /100 friction factor It Length _ 9Y In Width -Y Filter friction loss. ft Liplnci rleoth -37 I!! GailonS'inCh ~i o,..7$ Toro' IT+namv, H~a I i'. Di f:. ~ . n - 1 4[ i:•.'' +FH)~F add y aF 7 r; ^ PER MINUTE LFFLJENT AND DE'ArAIERING I j MODEL 15t ?52 153 i i i f 3 ti4 fig i mi i1 ~ JOf L- - J 53 I 61 23' - - ( 1 G 1 0 Jt - 16 52 197 - ~15 I le 3J f r 9' - - 23 a7 n 12s G f ".rFeae :lfn f9l i __E; JJ }J-.', Model 151 Models 152 ! 153 ' '.ifl: 11 cusing pane'sava'.Iaolr. - ,:c:ri;.al alternators, lur duplex systems arc ava~lat,~e:., +1pp4ed with an a.arm 3r aole'evel Ccnbol s's4:hes are evallaole for contra _ u:'le phase 5tistems. : l; u pxigyback varabte level float s»acheS a,, a,a. 'ramose .ever long and shoe cvcie controls. al?(i 7t91k-OoA xvailahle. for outrun Installations See r _;,•113C°'r f54"C) speclai,ii ~•au.:r reou red _ 15v'152IM NOVELS Cnmrol selection dot VolleAh VWe Amps Simplex Duplex r--- 1'.4 tex I 23] 1 A,~ In.ar.af . [r J rs ss zo's > 'Easy assembly' _ '6xt,arye 1.5 a5J P $ hCV;eC 2 c' Vtmp 6 D 3~~ 15 lei in:`veM.', 'S7 1 - Vr 4 3 71i 1 Ar'0 J n^p1EE l u ` _ - site 2 a 1 7 tlt of 23J 1 .LM c 1 b. ~;IEA 2 ce3 1 Single o9gY ;ack vananio rvnl hat ;w,U or Cmhin ¢gityback va",a F!e'.e;r! tea: se id). Relef in FId0471 . Reduces potential clogging by debris. 2. See Flde712 fur merm model of Eleci AYemator E-loak. Replaces rocks or bricks under the pump. 3 'vanable nmra switch .C~J/43 Made nl durable. rcnc.tive IVe ABS. k:et useo asaoo;ro adrra;or sper-y' s,.-.-, Raises pump 2" off bottom of basks. t3i or l4; Iloa[ scs:em_ pfovides the ahillty to raise intake by adding Sections cl J0 CAUTION or 2' °,Vc, pipirg 1 Allac•les securey to pump. Aa>3mmocates strop. oewaten%and effluent appi.> NOTE. Make sure float is free from obstruction. For Unusual oondbons a reserve safely fanlor is enyif~ere0 inlo P.I\li'i.A;N S} S I EM SPI ( I f l( ATIONS r .r~A.C E.C ~ I ~cun lank(up sit, t _ - sIGN VAR A\II-.TCRS I.sgtlc lank \1tie PlU'h1:' /_)674 $ J ❑ Nr\. i oci of riche om' I PY) pd;tx:rroom I - - _y I I ((w mt 1'illu 1aLnrtrfacluier ('I NA, .inbrr r t I ummcruat t Init. - - '_1 1 luun Pillci ibindd F rI I P Imp 1 u7F: (ul tcnc - T- /oo ] - _O NJ muueJ flue Wxcra c) - - N,N gal lay v al f7 Puny-T ink RI uw honest -i _n !]toy (Dw I I - eg mated-R LS _Go0 ea Udac I ~ _t-~✓iFS a _C7 \q it Applr..afi~ n Ran- I um nd.tnulatlufc. - ZO6LLEK _ %7 \.'C, ] -all dav:ft- Puna 1.Jc! _-I 0 ` 3acndElllucot Quallly fil AAi !Vlonlhly-Avers .c i P'a sic umami no 153 NA. Pa;S. i_h 1_ Gr_•ux:l Ric; _ i0 nui 1. -1 Sagdr'(itevrl fillet PCatl ih-rr ! liovhmica; 0.\):on UcnWnG ( ROD, t "0 ntg'I. ~-1 mchimic:J Aeration r71 Weiland 'fowl 5uspcndcd S014,111 ItiSt ntg+l. ! 1 11 Disinfection 7) Other: _ Rlsnulauurcr Model- I tllucm Qualtly (M VAI Mcnthly Averae~ soil Absorption C omponcnt NA) - r, niell Otyqut Demand TROD I "0 rvJL 9In-,, round (rlva.v) ❑ in-ground (pressuri/cdi utal SmrCndcd solids 11 SS) 31)mgil. O A( ;grade 1 \found d (ohlunn (ec ,murk R11-am 1 - I O Dno Imc 1 Other. 111 c lu.' 1001111. - \ entcal Uts;nnec'I'ank Bottom to Sea 'cc Pad _ rr Illuent Pen isle. Stz, ''S melt Ji2mcler IIon/ontaii)tsluser. I anklsl to Sen ice Pad: Dispersal Unit MU-1-2Ntodel Number: Ir it latiuns: Soil Dispersal Frio Car, iDispersal knit LISA - ''':VI_ - Application Italc = Aica Rcttuired - 1ISA tit 'Tench Width - `O0 ) l'niLS or Talal I utelh 7 8 s8 z - I1I,SIGN (=RIRITVRIA -1 "-7 cr of Presw t > r r rt t \cn ks tot Septic lank-Soil Absorptiurt Svsrcmi' Publication 9.6 (SStVMP \I.muali 73 "f( I atfreeh M', and (.'u,uf m. r . N ianual" Version I 1 "17 1-10o A4ound Clnop,nro't Manual" Version V20,200! SRD- IR5,1 1(R. ie 12) 'AI-Grade Component Manwl Using Prcssane Distibulion"Version ..>.0 -Z'i sL'D- I(i-i0?-Pf \.0I?(I I I"tit (;round Soil Absrnpnon (.'omponcm :Manual" Version 2.0_ < M - 16691 P IN'01i01 ` "Vlucnd Cortqualout bhmut," Vcziml U I'D 1 6+ 7-P IR r991 "Drip to c Fli ucut Disposal ( 'nmponct t Mintial" --45O 4 )766-P (N.01:'11 ) "pt -u¢ Uistnuwiun Comp-",;'u tAlcou i A',Ishii: 2.0 er: _ \NCC MONK I*IOIt I NG S(-'H 1. 1) 111 1 - NIAIN I1. NANCIF. AN1) mAN 1 'N_CN't*_ - P ISenor rc!ucm, lip nttlt ct dope al ttil(SI clean pl0.r 1 .1 _ _ ~ tcasi uncr tyr t '91" month, : yc is ❑ Other u pump K pun» eon roll fiarm. ~tretr<-.untenl unit _ At t Ir. ,,`I sit ee ergo 0 O_ mnmM 5T - - ~3 years Q NA IutnJ n ut~. lecl I nu Js - - At 1 eel on" v..n 1 nw tlh 11 3 }ern O NA QT CP ANt) OI'I li %1 ION: I ` r ..au ttnlst Ocuun. hrrcr 10 usht_ 17 I OAA I S 0101 k ocmm ill t.ml.as) tot he presence of pauuh as w otht cbemic IS t.la. rn<.t r.npede the ue l(menl piou.ss and'ordaol iec die dispcr ~a~ cellti,f I non Collllntt-auons u:c delcmd I-.I 'ntents of the tarlk(s; renloted b\ a seplage scn icing operator prior In use. S)steer start up Shall not occur whmr suit conditions air fro/,ii o the infiltrative surface. propcrlt "finer is responsible for the opcrmioo and maimcnance of the POW 1'S unit submission of rc,uiicd reports. The gtmm14q. _ r;tlav of 1) e ,%asic'NalU stream will affect the perri rniaucc and luneevitp of tour 1301V fS. The installation of haler saving appliuncc.: I t ye% aloe ulh mop' rv _,pair of I aks cduc s the wastctsa0.r 1010111c. Also the brine or rtatle from oam sullener. iron remmal ' iiier clear aver i ao-nvo dee'ees arid fuundtuon dreins shout.. he ciscltmnc f ;u the ground surface Micncver possible. Nate. this doe. ndtdc Isondtl .c,u.:. shotccr. disl-mawr.:;. I his svslem is designed to Handle domestic strength w'tnacwalcr however, the disposal tit food haa.d rcases. ode, vegclablc'fruil pc.-'. cce s, hews end loud s,,lid,. such is those produced h} a -,a rh.anr dsposal should be nJninn"d- Toilet nsvtc is the only roper that sh,.t I. he discharged on. the system. Other nun bfodcgradablc items, such as baby wipes, tampons. sanitary napkins condoms, eionrene t,it dental floss, and collon swabs. should not enter the system. Chemicals, such as pelroleum products, paint, disinfectants. reRliciii. •ntihmtics. ol, oils. ,::c_.ho uhl n„ Ie >LrJi al int. ~ l ie>,-d t ik i,.a'I ic'„ a r l,,;r l' LJ ~','Irnlr.' n: l'f l1S l k' : m:'~,_~Ia .n u::;rst i' e th~\c hr sPr - OrttpaC011i nI eauw c W-r thedn 'at ndt • ar a::hit g !i...>ug ho_ ul the 'ol"t, Avoid vehicle gaIIis o v.:r - y sierra t_bmlp Omen K. pWs~f UlUt :(t me)' eauoc it Un F eclc ul), °I.CTIO\\ d Vt-11 1`7?\giV('I'_: (:.Ili !.hall he made t, nn mJiridu.J earyin!; one of the fullnwin, lienues or olun u', St\Iil¢tcr + mumt^r. msn4~asteciu'ioPlns "lumber mist include cs!clri,tCd SrsU '(A?•TS rblaintaincr. or Septagc Set vicin~ Operator (per the attached 't1h, o, e:raCktedail.? - . ude b VIstlai inspce.oun of fin' rank to identify any missimng or broken n I:ard,varc, ,.tilt/ any i of ledes mcasule the volume of eomhnn -d sludge and scum and check fur any backup or pond 1: of L, , a l uent %l tire wul surlarr anJ tact 'Ill deistical euuipmem such as pumps and alarms. Any defech: shall be prompliy cm tcclcJ. :Ci [Ilan 3 inches m diamzter shall he scuned ,vi;lm cr cdivc lockine, devices to pn:vcu accid Cspuscd to peninrs ental m ' unauthdrizeJ enlnm Sthe c links. lint tae cornbinahon of sludrsle and scam, Many lank ewceds sha one-thld 115) or morC of tile tank vOiUn:c, the entire cor,tCas ll ht. r-•ntgvet! by Septa e Servicing Operuloa end disvoScd of to accIndanCT With N(t i . min. ( :o,+,~ i'ic sc ,tun a mcchanres must be n:01 tried it vertical is>I5 Icet I : Wtscnnsin Ad or it horiiortal is -•750 acct and instructions u) he provided be in +nnlel liherfgl shall b<. i lspecled and clcancd to renlr\ c try' accumu!aled snhdsaccurdin~ to manuf:,durea's spuurtitahons. Su l'. ..Led nom the fitter s''co be retained n) rile Lank. Filter c!canins may be necessmn' at more ti'CUUCn7 inlcreals than 5la[cd in I- i ntcoance sclMi ulc to keep the system opeaat inc. - _ttas should he icmcd on a war basis b)' the home osvncr if an ;alarm sounds. comaer un individual licensed to service P .u is normally a 1 Jv reserve under regular openam - cUndiuuns, howcvcr inter should tile conserwrl until anN problems wll 'Lr -m arc co n'ccted it, ptc VCnt hack •mp af wwagc into the d„elhng nr su incmn- s DON!bi EE\'T: When the POWTS Inds a:,J:or is pcron l u. nip ,akin nut of sera ice the :ullovviug steps shin be liken to cnsurc t'',.. ctc,u 1- proper!,- and salcly abandoned in .:oninbance wnb h SPS Wisconsin Admin. Code: +!I piping, to tanks and piss sha(I be diwomaccietS and the abandoned pipe openings se.lkc _lintcbts of all limit, and pus sh<di be removed and poop: rls du[xucd of h, a Sepu e %C.";6'no Operator- pumpim: aI rinks and pn:. shall he excavated and removed Qr their covers removed and the void space filled 11 - . or other 1ncrt solid nlatCrlal i ;h NC`, (I -kN If the POW-rS ta85 and canno: be Iqi: ir'ed me lnlinwinp tncasutes have been. ul'tnust be taken. to I.1 v. want tl pl,unau : sy SlCrn: I:-tabje Wlacumenl 't ca has been cva:ul ted and ina\ `n: r t!ircd for the location of a tepha,xinunl sod absorption sySie a. i PiUC nrLln area Should be pKaceted hOm d"tUrbanec and ct.mpactipn and should not he odringcd upon by required setb;,, k oat autnr' and proposed structure. Ill lines and ,ells Taah:tc to p;utect the replacement area renders it unusable. Replacen,r, .r.cn)s must uxnply will file rules -n effect at ;Ile time lU replac:mcn7. suitable replacement aica ly not avaiiab!c due to setback andior suii limitations. Baru),, advances it POWI:S technolO.w ~!nldi;w lank ma,- ;IC anst.^.I:cd .16:1 laic r...... a I, teplaec Oil: IdilCd PQ\\' I.}. the ,.IV lots not been ^va+ualct, to idcndh a ri ?.bic tepl n 'uert :tea, f ipun ladure of Inc. POW IS a ,l - : pC 7wrUCd to h:Calc a suilanlc cplaccinew area. II no ~eillacement area is available a holding tank rmay her in,sialledtasra 111 s: r:+ o replace the tailed P(M TS j atouad anti at-grade soil absorption systems miry be reconstructed to place following removal of rile bionmt al rite noiltra:,. sirface. KeconslruUions of wch 5.•stems must comp!,. with the lulu, in eficetat Ihat time. 01 I<NING ! SFPl I(- I'I :\IK AND Mill-It IRF.\1'\IINI 'L\NICS ]IA7 CON'It%t/ LF-I-H.\1. G:\SSES MMOR INSCbii l;: + \l (1-A. DO NOI ENTER A SE PI W. PI''MV. OR OTHER TREA I N1L'N~I IAN*K UNDER ANY CIR( U.)K[AN(T S W VI', YRESLIT. RFSCITOPAI'LRSON plip:AT IHFINTERIOR01:4-LANK iMAY RV DIFFICUITOR ImPOSSInLL. a DDI IION'll-COAMEN11'r S. {~6F~94~y~r SYs rc~,., fe 6£_ i.✓-1 rsc 440 Name* 10 7~6t 17.7 - SQL/ %0- 3/ 3 G \anlc d"Et C~ !_'Luw?ilC_- _ 7.7 - Phone: - SEP"FAGL SF RYI(ANG OPF<RA'I OR (Puutperl LOCAL REGULATORY AI'THORITY LN,,)c - i+\'amc- ~<t eiX Ge. haw. .V6✓. LI hone: F- Phonc: 71S 38L- Y8L0 S A r The Sim T. ch filter. with it's unique design and mounting location, allows the filtering screen to be scrubbed while in operation. providing maximum maintenance intervals with unmatched performance capabilities, The filter screen is a type 347 stainless - - steel with 062 diameter holes. It is 3 inches in diameter and 18 inches long with a 69.52 square inch open area This large - 41•x„ open arEa allows the filter to pass 838 gaiions per minute at 1 psi. With features like these Even a partially clogged screen will keep the system well r protected and working properly. This performance product assures quality effluent with lower TSS IevEls. keeping your pressurrzed su,.tcm functioning at 100,;: efficrency. Engineers and dEsrgnErs now have the Jbihty to offe..f a ;rmplc safeguard. to assurE systems mil function as dEsrgned now and in the fLrtUfE. The 5im Tech filter can be used in both rEsidenhal and commercial applications. STF-100 r F!o:; rara.v c!Ea~ :iEEn. t2(.).tr72 G1~n +nj71 STF-1OOA2 HO':; rd CE •r•~" .7L Qped .•Crc-, il,a.'?!c L, r~D I ~ +-'Sf LOCT1!^E7C!at .7la OIfOiC Iota! iszaa iC~•.. SU02-f' 21 t4tf aS ScmJ!li www.gag-simtcch.com $$$-999-3290 simtECh(g1rc-eway.n4ut )I:'(I llt l!. rll 'tIL_! r~'.li! C !x1`: riiSti~p~.:'1i0~ 8rp~l rr:'g ltrE lip.:.`: !;UIE.^ Submit C' riU2. Ci I-,AIc o<.t-IV a plf cur ~I y to I I: i I a ~ i ...r _un i T ~nt q-' I ug..o e+no t .a 3. - ~ <ePting Z• c i'::. ~ pipe C•.n Gmv p: 2J" 2:. - vav z,n a 'I - E -.3 n.,. Oren Z». u. ;,ml'.L-.:.vu.o~i ve~<aabd:..m ;m. a-a..aa. m..ue aa...:norvr ~ C''•' Tu~l /i . qq ` _ /Ja ..-ALEJ vVisconsin Department of Safety and professional Services 7ivision of industry Services SOIL EVALUATION REPORT Pdge / of l1 G 'c 0 in aa.ramance with Comm ds. Wis. Adm. Code , - - - - Attach complete site plan ohpaper ,nory ess than 8 112 x 11 inches in size. Plan must County T _ Oita/ include, but rwt limited to: nertiral andhoricontal reference point (BtsQ, direction and Parcel i percent slope, scafeordrmensiona• north arrow, and location and distance to noosed mad, 400 Please print all information. i Revie by Da q Purscr:at infrTWbon you provide may ce used to; senocdary purposcs(p(vacy La6.$.1S. i)a;t);mi)). / z / Probedy Owner Property Location 0Nd t` 4---W,4 )1 ,LAKE.[ Govt. Lot Gf 114 ,/6-tl4 S 9 T N R $ (oi Property Owner's Mailing Address Lot rt Black # Sucd. Ni or MN SYS Q c/q 4 l r. •Y lijc E~ /4tcs. City State Lip botlo Phone Number 'y ~~.1yJle19c L_j [own Nearest Road -1~4~5°^f 141ri SYv16 It S)J77-Ly.?S YiteY I -Y8 ?/tvA - 44 - - - New Construction Useg Residential I Number of bedroams Code derived design flow rate L~ -GPO Jo Replacement ❑ Public or commercial Describe: Parent material Flood Plain elevation it applicable dA Genwal comments i and recommendations- ~J64svdo //vats 7 fy/IFr 4,0z.) e.o or/ ste/C~ /.✓S rRtG ,j- y ,BE[e.✓ 44/o6-, SEE ~WWroAy / E4..r/r Pcor /t.r.J Fe.[ fir 4444rl".5 t ,644,,,4 Bcrinrd # ❑ Boring - - - , I r I © Pit Gmund surface elev. /440 it. Depth to IimiGng (ardor 8li in. Soil :,cation Ratc Z Horizon DepUt Dominant Color Redoz Description Texture Structure Consistence Boundary, Roots GPU:YY in. Muna Qu. Sz. Coot Color Gr. Sz. Sh. 'trf#1 •Ffl#2 6Y,t 313 .to P, CS u 7 /4 l 8-Jo! ert 3/L _ - S~ R { s6k I c s - G /0 I Bering # Boring / L~ QX Pit Ground surface elev. /017 ft- Depth to limiting factor ;;',94 in. - - Soil Carbon Rate Honzun Depth I Dominant Color Redoz Description I nzture. Structure Consistence Boundary Roots (,.Pr)rff im t~ Munsoll Qu Si. Cant_ Color Gr. Sz. Sh. 'E8#1 •Fffti2 O-9 i 4Y4 ?13 - /S ✓~e eS Je 1~ 7 ? 9-ay i1or4 a/G - s/ { ro ~ tS G I 4 3 ay_sc /4rt s/y_ s I - -59 _dluent #1 =SOD, > 30< 220 mq/L and TSS >30 150 mglL ' Ember #2 - SOD 30 ni and TSS < 30 mg)L p$1' rvumo (mcusu rang Michael J. Hassett Sidnatom CST Number 1503 Fiairna~ St. Address Esau Claire, WI 54701 DateEv ndurded lelephormNumber (H) 715-834-8410._(01715-577-4383 L - 77- X7068 f T, MPRS-224974, D-1152 RD'`''01Z0'"" s ~~z /73 SH,w-aols- nn _ _ rs OS ~ ~~~tt - .t 1,100 r Wti hingt j-' MAY 21 2018 HON 1*I62- L~^°11 x L" I.U. .n!mi~\tmharnn l.,: tilt 'vn:+-~ J 1 yfanuun. \1'I 5: 107-7162 CQOIr" r~ IN Qft` - rt 1i:y~ \ :boi ay omit Application t/4Jl i ht Yc onlantt wM SI l ~S _ ( t i. - .ui t. „1 .uhm sv n ul this Iwn .o the appmnnalC j0vYlID1SenU1 Writ _ _ I is tcGmmJ pm r to Cblmnl LG a n urv permit Mini. Appficansn warn' to statc-mvncd PONITS arc submipcd ro Nu. a ts, ul 1.1 :au titan -n.. ar _dr:res? the Dcpaamem n S fe and 1 totes. Tonal Services. Pev;onat .n}onnwon u•e ptmnrk nra, he nud for cccondou}• I ~ /7 Y ) i pu Yb . In ac and nee .visit the Pn a')_La+r s. 7.).fl1Q YnH. Sus _ ~./1 Lk/J•`r AAq !/~'e~~. i AP1r1¢at)on tnfnrmanmr Ple;tse Pr)ni All-7nCunnati~r - ✓7 i 1'rt "n°l, Uss'n sVamc / ~I'aa i:: ~ ICI TNT-' P:npette Omwr's M.!;mr:lddmi,s I'npttte Location Kwubc. Section_ f_ 7157 l I f epe of Ruilduh (chee)r all that apph) - - \a 1 of lamil'Ih, Jhn \iombtr o. lt..r t„t.u iii rst t v- 1 ` _ 1, • 7 j Sul.rtt) nn m. / If z I thiicH. ` t I L~'Pilfaeo ul I ~ f::cn.d Jcarbe t c - t n loran or-7Ree dill, wl G ez rkw-- 24c y = I lii f) re of Panntt: (Cimck nil one n nu " _c ( t .~'uc~. t ;J Nr:: 1,;1cm [i q>luccu+ t l rem r t l I n r-:... i•h ;al, ~ 0 (M v. Slmltficanon ie limitu , System texplain) .am: c IT P emiiR enewal 1 i f«it Re tsmn Liat No, iart. Veuni, slun:bc, mtd Dow Issued t tS 1 1 1 ( i'ui.. I 11 to New 1 l Ilcl'um Gapinnun t - 367L84__3/31/98 11_..fxteol°OW"ISS)'stelnlComponend➢cvice:(Chin ck all Watapph) .1 X .'nn-Presmrrtn.( In Ground Q Prcxsunzed N-(iround ❑ 1t-Gndc C Nlound> 24 in. ofsuilablesoil \ t.trd : 24:n of unayb: soil I lloldv y'I'ank [Othv Di+pcr Ifc+nnountt (cxplairrl. _ nPr co aw nn Dniu {c\plainl- - T)if <crsaVl-nest cnt 4rca IntDrmatinn- - - - - _ _ Design I Ion' tgpd) +kst„n,nil Application Ra pills) Dis,u:a it \uRequited hQ+] i)'n tt a11¢f Prop uc/dy S~} em ,.In'eurn Loo . 7 _l B T ) I. Tank Infn ('apnerr • in l ouI Gallcns (iallonz Units t stone nr uddw3.,n+ /.boo _ _;_/boo / - Gl eex S Dosing Cluoi, s VII Responsibi ih Statentuti- 1, the undo 'd, umc i espo...On]in f lallannn of rare POI}'l'S shnYCn on the an.rched plans ' Plu nlru's Xa m ( Prin; ) - Iltm'. • T ~nr I Yf P/blYtti Numimr I ({ocrnac Mwnc RumCer I _~oNN- ~ELKE - - _ Y4 71S 472-5.766 I Pluntb.. Address ISucc4 Cnv Stntc. t.tp t'o.!cl I IV Ga 98 . T. A)y as ~JuRAw ~,)z 5-v7a4 YfF!.' O[n[_{' iicparlmcti ?:sc nnl, . ...-p 'ni .=ac tale 'suet { Ismme, em Signature O--_- (_t~nd:l t t41WS rt s..l, fr.t_,I !6^K- O.Lf:1i1CLL~' -(1 r r m~ 3 ir, r, J 4:61 1 fart sflkr t1e V t8s)»m:.r Ce" .-spy{ w1 y yjrd,~~rt!s IM%24f, n par marayeffiW. Plan ptoldaq W plunbar. U t~J1~l S~+~Q ~2 N acRtYic lelyrec'rnn 1111/01 na nrlkr.a4 J U par OPPMIbh cob! 1 ffjL amaji. . nnorh.faunq manly nn',,"'inn leotlran x is In rte. - SRI)-6399 (,R. (181:14) t Y 0 ~I V y v ~M ~ `M m h 3 v M W III ° cq , ti C < ~ L ~ N o 1, J ~ t i C v yl ~ ~ v M d~ ~ I ° ~l o \ \Z 7 ~ rV p " T T° u Q' O M y it V _ _ M ti ~ r~ Y ~f w ~t ?v a n J _ O ~}1 t 5 0 ,l e tt ~ / T ~ \ ~ ~ d i ~ GI P I Q ~ ~ v e 1 ~ 1 v I ^ ~ ~ J w ~ ~ ; - =-JZSI ~ e ~ r 00 h Q~ /'J T ~ , t Z ~ I ^ 13 ~ t. 4 ~ M N F~ ~ ~ a ~ N W a ti m o ~ ~ z. _ cop j -i Private Onsite 'Wastev,/ater Treatment , anal Cult :'ar'c /,✓Or 4U AKER Y-& L.[n....i0 Pvr S_ ~.CF1ltcF~!G~+.r% u owner's Name i/vpsw, !JI_ SYo/6 -4Y.rs - - Sw A6C 9~_.78Na /941 - - Municipality: Town. \44ttge. k~+t of itnY t_ ounty: ST. LQO/I - Lot Number Block Number: CSM Numb;:r 1 riivisionName: Gtnae+ n/[[s Number: OYO - --'16 - 000 "ac I Index and Title Pagc 'sC 2 Plat Plan with C_,t-a53-S-.;~_~ non S Pla'.'. 1'aae 3 Filter Basin Infonnauun c 4 Diveater Valve Infor: ,;.',Ik,n Fiber Information inr T)OW7S O%vncr's Manual & Management Plan Manual c\. Management Plan nat V, a/I.~ ' t c,e Dat S /5 ~7c/8 _ Jeri meti p uan~ to lh~-!bGu~~ in P(,)\\ rS CoiMLonent 1`4anutt and DSPS 3bi 385. l-ion A~>orviwnco pw cni vl anua~~`.MIN ^.i1 ~I J V \i I i+ R i I I V T V Al Loi `i 4 1 IC ~ C ` \ v J 1 W ~ j Q' \ ~~TU 1( 1 l 11 V W w - _ n 0 3 a i t+ 1 I'1 0 } y Z 3 c 1+ v o \ ~ s.. ti 4 0 Q ti 3 1~ a t\ 1~- I • - 3 7 Basin _ h-ternal Filter Basins (FTB) _ ,,7 (xlrrual Filter s'asms we, used n r, unfit an cxictun rslenwia:a ffluel later. Tie, umiiate thq ned for cnsilpand - - limes hazardouti moua.cndons to an yistiny ept lank'mth res'rIc - .a.ea5 Openings a Ir, u:lusiwly out ct baffles Or to FzU,u I Filler u, iedude a basin an N-inch 7(` m q orenrn l ffu t il: and OKI _ie ring for attaching a section of riser pipe to the hash. • 18 inch rximinal rharrater (450-mm DFIi hasio - .y. • Ribbed PVC Lady;. - Fiherglass reinforcca polyester ow. r 2 icon (305 -mm IN, 8-inch (703-Inm) (Mniwor, i}: coca LO.wro 174tor included i, dable fillet hanr8e for easv removal .1, • h nominal diameter 1100-mm DN) in7e1 and ualat npanings ~ - ring irk 18 inch naranaa diameler (450-corn ON; rise) ppe e t+ •r kit v4lh (7jow--et and 4-arch Two 3034 Ingo adapter crdered ' tely'I'roduct f:ode `fH36:f1N1i) -:I'. ;450. me)) grade ring orcerec sepande'y iiiine'Grace Rings adc Ring IPSMS in this m1alal) r ;456- aft) now jloss aoc iss lift xd ved s- imfal7 (see al iss access d., at this catalog)' - ,:t Codes -0R7 7 Fdtar tias:n. 18-foil: nnrnirwl diaroaiar '.4bp.::n 14 7! inch 1610 mmi henght, inck:des 12 ;nrh +:yJS-mmj FT8 1824-0812 External Filler Basin (2Lb'n:°.I diaoaNar. 7:•-:,ru ~:rtlrortv b.Vrr . 11. I- J1 L - cgh moldedplastic that will nor shatter, bend, rust or corrode. It is lighter in weight, easier to handle and less irsive to ship. verter valve stem ilo, n,.'.' , m r+':, ; array valve stem, `low rn a- vad `rom the assemcm ccl 4 plwslic sewer ai . !ling caps). The Diverter =hielo rhich ho r it:e Uiv her stem msy be cut io desired lengm Pkg. VR. 'ea, P.: _ T Port No. Description Colo: Gty. OW-) - i I S?iP 1' ?VC Wetter Vai,e write 9.50 575 e' A6S DiveGEr irdive slat!: - ?.50 - - t~C CISIS~yDJ 2 TANK TANK TANK 4 5 j _I 1AP.40 listed 0 TANK TANK OW2 assrm TANK _ iri1;5 ~1 -Vlty foW Bal r_ n e! rr r rs from t7e rif e: sewers. It is avalla ,ri:ative :o cast iron vabr:=. quick actiop flapper ztl:: a - - Pappar pan by 4a9t_~' rout rrrJ dlP~ r 4C n n_ il,e% jaded access cap is designed for hand tightening. Access cap neoprene gasket provides a positive seal. pis fit 2 4". or 6" DWV pipe and may be adapted to 2", 3-, 4-, or G" sever and drain pipe with NDS Di .:rer & Drain Adapters. Pwoio)!i, eas; to install. i-Iori2nn'iai installation required, with arcl:vs on top a the valve hub pointing in the `.e flow of water. Access riser with I Offers a simple. economical1 Item Number 3 C Riser 4e:gtY. Rise- v;os to the valve for inspec4on and 275P, 275 216 1 5.03 ' 3.53 ` 16 arance. The riser may be cut to 215PR 2.18 i 5,03 3.53 16 375P,375 3.91 7b6 6.io 16 ed !ength. I 375PR. 3751; 3.5'. 7.56 6. i0 1E 4,5 471 r.A 1.16 7.1E to _ ~1- 4r aR yR 4 . i.1S 78 16 - IC _s= 67,P ~76 S.~G 13.25 1,99G -oqr ~,jl ~ S~t'r '`~~:-a7aU appa~ore to var-e ,i tt~. Nora. Atl dimenri,nr ae n°minal. Al wel are IC, rh'y:pil0 PurFo:es o+Sy. vwolM.hrS,y urbj.cr r>'