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HomeMy WebLinkAbout018-2011-51-000 ons... D^.n:mrr.-m c, co(oh.~,:,' PRIVATE SEWAGE SYSTEM St Croix s.•e y anc : ud:: :rwvcn INSPECTION REPORT nn:, i ernr mc. 507043 ' GENERAL INFORMATION HTTHCF lU PERI0171 ;;her 1.1.11 IL N. -rl:.ona -fnm'e,nor a _ c•DVnr rnav hr usetl Ur vcxxvta- nurt:.f::e (Pm:a:'.y l:rx. °..b l•a i i;`r:ll 031 1 9002 % 3=C = vn:n ~ciOeG Nam=` Qir. 'Y aA< Tnwn+lnp 'ar..c 'ur. Nc Kernon Bast TOWN OF HAMMOND 018-2011-51-000 -,T PN. I le': nsc ?Id t lea FSM Dt•SCrrp%Irt>•• Sooaund"axn!kannc: hts Nc 97 6-3 G 5T 30.29.1 %.1066 TANK INFORMATION ELEVATION DATA I YPL hSANLI=ACT JRLP CAPAC.ITV SI A.TION P.S HI 1S PL6V I leotl:: J Ey- i..ti Ben~hmNr1. pj,) 3. (p 97, c T1 ` -rnsnry ~ fJ: PM/ I f4. 4. 7r 9~I ' Goet,,,le f^ atle C~++' t Btdq :~A•r /6. tp I J6 Stmt Inlet I' ` 0•q Ilading V r SUIT Cutlet \ \ TANK SETBACK INFORMATION I ANK -V P"L Vi-1 1 BLDJ •en• tc loin~e RQ4D D1 Inlet $eppe NBottom 5 1 7 7 L [lUslnq -+raoel:ldan AA- 5 rr L3 ON • (P Aeration Dist Plpe 0 ITUtdinq Sot Syslem 4 1 !7 ! - Graoe / rO PUMP/SIPHON INFORMATION Hnal bIe ._IernanC S1 ;.oVp• /,I / t~I L/' Z- cy (0 ' .^arIU1aC1U`et f J ( sPr., r C..o T Mr de N.Imoer I y7• ~9 z$O Ca ,,r T:)H I III /3 14, A I =nc?inn Los° Svslem • f,•,~o 1 LI t F1 3 `orczmwr _en 7Z 1 *7- nth5 L);o ) prst tc •A rl /1) far SOIL ABSORPTION SYSTEM BFD/TRENCH m(l:n l w^ t- / Nu ':K 1! Che' ~t PIT DIMENSIUNS N:: S:' P:'s 1^vec ~i:: ~tlwc i=:%fli /~t7}J_ DIMENSIONS 90 SETBACK SYST D., P:. o__)G NJF... LAK i25[RLAN, LEACHING Nnrni ar.^.urer INFORMATION CHAMBER OR IVD Svstr /I / . I~ UNIT ytncc Nun[r- _ O.Ott)KwJ IZ ` 'N DISTRIBUTION SYSTEM II:.Acrrldanno:: C ritr.:LO^ r Mule Ste qtsystoms 1 spa..,f ~ / SOIL COVERx Pressure systems Only xx Mound Or At-GOnly odde_ I Edl uTi tn:r re:, Ne COMMENTS: oricuas ewe olscren•ncles. Dernone. mesent etc;, Inspm1m; 91. 5,/z //O Insoe;tlon %2. Q, ~d Location: ry '.41 H S' J'~/f 6 Pr 1 :il BM L~Scnptiort = o`r•"1a~- Pi 6L-) O 1\ Bld(: sower length = '50 n amUIIIII Of (.'OVe(_ 4 / ew OIL Plan revision Required" Yes XNo 5 I 6 83~_l S Use other side for adiihonal mlutmalion !J - - men No -,.r... Ir.epctOrS r~n:nme 9:B[. u' . o- s_!^wu, 'winry L /lam Safery antl 3 IIJi'+gs Umsr,n -T 1.~ 7 sties I ri3ten Avv ?A. Box ? 6[ IJ Sal,ran ?cr:nlt Numbcz Ile be £Lec in by Ca 1 B ~Iy SpS Manson. Vs9 "I .4- • 1 -76 '3 Sanitary PC mApplication ~lal Tla:aaxon~nm«r Lu ac_<rrd.rtr Wirt Ji'C 't v s. -sun. I,.&- s~Sns r._. cl dla no,: e tGc .rpp:- maze gm•<rgrneu:al :mi. t/) 3 / 2- C_ snort. Vee''.F --lice fens >t, e-., ord v"i5 me vdn-u•xd I.~ 'm)ea tiafe_.. (A uWacu mm. alsJmg aJd:as :he Lrnarunem r sales and I I f^"'%.J Sep is P-> r d u1 Lnaln.u ,uu P :c'%& =I x us:d fof Stton:.a'v -r irprsr an a xdaq,.c wIjh 1ve}1-, 4!:4;1tr I. Ap jjtcahun lnfnrmabon Plm c Print All Information 1 y -Pr>xr.~ rhnc c t\xmc J , o l - ~U I I ~ ,/I - v U V Plr I -0uu,'s b:mlirx :ilac PIT Icm L:ac:awc h_ 5v- A t ..t 'i'botx: Nua.ba y st GI L I . / 1 y / Secnun n ❑ Type of building (check all that app) V f in lv I,wcibn Fluabcr..f "tc,i¢~. QW / ..Sebdivl fw Sark: :'ub::4C.orune,..ia: - m me Use ` Cay of c mNunlyl-----_ - ❑ Viilayc cl / ❑ Jla:e V wi :1 I hncclc I be _ _ _ _ / a I n i >I / w- .'-f c ( t2 a-9j)..- F to Y I If. Type of 1 erotic iCLrck oql)' unc hox nz nn line.\ Colnp rtt 1 nr B If apyhcaLlc) 20m• ?4- A be S urn: ''J Rcp:xmn' sw'~ a lu 7rcauunl 7i..:u~ Tea. 1 e_clr m Cr.J, inhu ?fuJiLS;oa to EmsLbg sy6'. (cxpixnl 1~ - i rasla :u hew l.in Prcvwuc F¢mn vwn9cr anL Dale ksuc€ - . I rtJe f cnena P ~:ml h-~ .I c r ~ '•:m:;?a n'r'u:u:hcr i t. I. : 0.1 cc sp: au_n r}xn< 1 p~ / [ of 1 ON' IS Ssslctu Component Dc Ice (Cheek all that apply), ]c---?¢.r:...:. a 6u r:d ~ Pr o l- _c,.r nJ :-0rak ~ A3c~..ai>3. t2 of'suiuble sod ❑ MoImJ :'14 v ,IsmmhVr .oJ ~'LJairv, Tank !':-nn '.:L P ca::cy,laml ❑I•IVSU:,n:.h's rc lcxp.eia. i V. irsalI rear D ~nrnt\rca Info, nmlwu: r k i a ~y 1'` r J - rnl r.F:ph 'Inoq e!;;{Sal lave: flue tisgai: J I Iii^.wsx \ICa F ' roseE - ct 7n EI:.'atino jo s I1-- fr2?- ~ V' 1. Tank Info I i apz ~dy in T .al A _r !"ivlufa.-lurer r Gallops Jlun I~%aia c t o act's ix¢rirr T nAs 1 s 9 _ J~r~rh4G, r r ~ v I. \1I. RespotuiblBt)' statelueu L tha uudmtKnrd, a♦ r rnp.,nsibibp (I M.11.0.0 of rbc I'OM-1'5 shown on the anached I `ILM?N-'.J' Na.T 11' PIG. \inl,Anur M11E':1.1T r,$tdu:nacr Resilzsl !'Lsr_N,vii:eer 1",uaA,n nrix iSire., (iIS/$j11~216~i q,! r A/J l R-i "111 ITT Counlv.De aP mmeat ) Ie (lots :lopes cd 1 mi. i<c Datc';Strli SO . as 3117// 9 ne,-~ rr : , eel.:,n _ J IS. Cnndn~~p WWWasmn for Disappros at 3 U J - n( >~t W*, CA&M tar LIM 61,4 w; :o tell rwst do bf-"_;k•P/ ' r•'v.-':'11!LE €4 hap"of-+r w. : j.~s(,~j MQ: ••NL°^°-n+aa.._ . !s pw MW310111ITMn! Pkn PIG nderl by U,nbe', , 2 M setw* r KU anus m-zA w ,,.a.,n. It e : /~~O ('r erl . all per *pCkWj ursl ni, Ivllnee. - - - :.era tc c p4a yim W: _ ~ nmf' mn~n/I{• IG Co~unn one/µf~ oolpnprr on♦: Irss man A I:_ z 1.11{,io,N_s, w ~ I ~ ~ U\ •50.'(yFo rO cVSj U rJ~ S,~iC.r ruAY Y~AU W'C~ pCf•,.~LIIVVII~~ i P-ei' n I e t lwJ' g A., S,',te,v PLOT PL.v'N PRO.ILC°t Ker-ion ins? ADDRESS 945 1 a3ara€ Road nucsor kf; 5=C1E 1i41 NW 1 i4S 3C !'I 29 NiIt -7 ~I I'owN Hammond COUNTY' ST CRC:X SYSTEM ELEI A HON 98.0' q 3 DBEDROOM C ONPF.NTIONAL AT-GRADE Co\'I'E:NI'lON:11. LIP'r HOLDING TANK ' IOCND SEYI'IC 'TANK SIZE 1Don, gal ons LH-r TANK SIZE DOSE TANK SIZE E3C HOLDING TANK S17F. LOAD R.ATF ABSORPTION :ARLA 900 @ of charnLcrs rone IIENCHMARK \.K.1'. TOE; 0: oloa 1SSLD'H: III -r s'.1'rIC1N 1110' Filter Lie me Filtel ❑ ItORF.AOLE U X8 ELL `11.It.P, same ?r ~gr:':'r';:-•. GCGG:v RJ- h ?o rnCe: all 4VDN= setbacks Properly Line p 40' fiC i I Grading is to be done to divert run- Scale 0 off away from system H4Tank I Rodronm Hcuse i - Area 15' below system is :c remain - undistu•beci ❑ P•oDerty Line - c7 98' oa Y ` otl'ta, DIVISICN Or INDUSTRY SFRVICFS 7331 SAN . UIS Pt. D GREEN BAY WI 543C4 5211 S Contact Twouyh Relay P S http'udsps mi gov:programs:industry-sep:iezs v.:evwnSCUnsin guv Tony Evers - Governor Dawn Crlm - Secretary \!ar;:h 2(i. 21119 CONDI FJONA1. APPRO\'A1, PLAN APPRO`,'AL EXPIRES: 2021-n±-2.6 Plan Review: 1'%V I S-03190027S-(' sI I %UN R 131RD - 1432 12(1:1: At \cu' Rik`m-on l \\'1 50017 r 7, srrr: Kcrnon Bast I r1 h'.I ' V'I,. Tomi o[ I lammond sainl Crum County Total Amount: S250.00 At (ir,tdc Component Alaaua. Ver.' o, JI1D-108yI IA.153507. R, I!III Pw,,t.re DisTihrrlin-r ('onipot, I M;wo.d %'er. '.0. Slit)-111'Ob-PIA.DI!r11,R I1; :12 Deteription: 450 GPD (3 Bedrooms - Nrn• ( om/rm tiun) Main:erance Required 111" submitt;d I 'c:ih:d .1110W Ims hccn r-ri: .t al ha ernL,rmaa v „i:h .:pp i. able N i-;c,anin Adminisu'ative ( oil:: ;:nd R'iscalsir Sialulcs I ne'111,11 :500] I us i:ecn CONllIT[UX:AI J.Y AP!'I(UVf U. 1 his st stcn: is to be eonslrucled an;t locale d in accurd:mce able Coe aneloscd approt ed phms::nd tt it1'. aa_. compunen :nanuah sl re ileynced abuse. l he oo ller. as delincd it ch;q,l::r 101.0111Q), U'tsconsia lm wes. is respon ihle for eornpli,: rrc t,ilh all eodQ requiremenb. No person may engage is or "M m plunrhin it :he sane unless ]ic.•exd to cu w M' the llep:ntmern per s. l l i,n!>, sods. -I ]e tb:io+%inc eon:: it ions shall ^e mc: during commuetion or inmalknion and prior to occupancy ur 11x: • Present dispersal area prior acJ during construction :o avoid aislurhuuc. compaction ;sal use ol'thr silo. • With new cnnstt'uctinn: -.I is :;:cun:uxnded not to actikue the pump in the dose tank until the nmks arc pumped prior to :nomce'.t ns uce0l), ncy. • W'aclev, titer general ed h-om contt-actors clean ine, of cq.li pnxnl :m:i tools:uailor Iell over coast rue t i„a product' shelf not he dlselaft -v<i Inio lie dnirls di,6,!rgin-L' In the prl Y;ttl: onslta ktaset%alcr neala:crll Icra I POW IS). Wayr; el:el'utcd shall Lc prn_•zrlt ;!kpo ed oI oa-site or utl silt. • Any tall grasses, leaf es and shrubs skaa cut skort and removed prior to tilling the surf.cc liar instalia:ion to prevent matting under the cispcrs,il alva. AI: loose organic ma0.•ccd :o he rearmed front the POW I S Dispermd AM, • Prior- to construction of the dispersal area, check the ntnistur•e cmrtent of the Al to a dop:h of ti inches. s n ::ink and co:m in„'!f cl s_I trill re;ul in lij.l:in the iiflu':lion capudi; of the ~.od Propcr,,,il uaisr.I e imaCnt icon he dae'InI: eel I reel i II-, l .urII, 6. l t1 'ell t I~ I'J111 s. 1' it rt,l : nt.: a I!i- iI Cf1'.•. rr. :Itr s.tl' IUD tt el : , 1rC I`.I I.C. II 'I ct It l'lbl:G. ;.It. lv'rr:u ❑liun t. :I rrur e:,1 I" d'r JIr i. lOe ••rl Iv prrl'arr, du !IU; nrocced unlit I: Jr.as. • Divert surface water ii'om 1'041 IS Area. • All piping <ha II covkn I : to SPS Table 334?6-? :m2 SI5 I ;ib- • Imulate huilding sewer beyond 1U lief per SPS :52.:0 (I I I(i • '1-ank Installation to Iullow all manulacturc's recommendations. • I'ninp Fle n, Irr it and trrilird la., appro,rd pLl n. Sit% rha nor, ma, rr'1111 in pump rrtiiinr lu meet I IIII cud LP %I ~hv r lncatlmi" • Verify property line(s) InI or to Insut I lilt ion. • Well setbacks Io meet cIts. \H 811 & S12. • Arco, IlIII l err OCrupI,d '.1 ..,.I I I lrI I - i,4 d II ..,I it 1. ii. I r... a d I I~__ '.t iI I- Jc I e~ „I- .u,..- • 51'5 383.54( 1)(e) I'he in it nil cmcnl plait fin' a POli1' I'S shall specifically address the sere icing mechanics of an aerobic or;enacrohie. It ca nlert tank or a holdin, tank tc here ci:l,cr ofthe lo1owing. conditions exist: I_ 1 ha bunonl at die ;:Ink is locate:; more (flat, I S feet below the cl"%af ion tchcre the servicing pad is loruec_ 2. '1 nQ botulm w the lank is loca:e, more Ulan 191 Ici:1 horintntalk from where I:ne servicing pad is locate.; Owner Responsibilities • The earent owner, and e,:eh wis quenI owner. shall %ecciee a copy nt this letter including instructions ill proper Ise and maiwenant;e of the system. Uwncrs'hull Ieeaivc a copy ol'the appropriate operation urd nrtinlonance manuat and/or omen's manual fur the POW I S described in this approval SPS 383.5411). • In J,c event IWs snit nhsoI Ilion system or any of its component earls malfunctions so as to create it haulyd, Ih'. 1.1-011" t) IM IM, must litlfoil the cop ingenc% plan 1-' described in the approtrd ;clans. 1 cup) of the appros'ed plans, ,peci liens ion, and this Icur shall Ite on-rile durin_ consmccliov and open It, inspection by' aulhorited rcpresentalkes '.I Ine Ik:p;u0nenh which nltq in:hole. lo'.:I o->, 1I p.:"r',iu :eyui Ied h) Ib:: slate or the :octal n:unici;,alilt' sha'I l:u ohla.ned prior a. cur.un.:nu,:mrnl of consmtleLOn+i nsla Ilat iOll 0;iCr81 ion. In grslling this approNal the Dk ision of Indush't Services resertes (lie right to retpe'r; drat,( rs or adtfi:i.:r. u,uhl eonlilions in making dam nrcessary fill' end: e"Inpliance. As per state star. 101.1212 , no lhln - 1' tnis pet Ice, shall relieve the desi-Iner of the resporsibilit)' l6r designing a safe huildine, structure. or component. Intiuirics concerning this correspondence may he made to me at (ht, (eleehone number listed hsaow. or at the ad,xess on thin lcLCnccad. I1'.c ebove Ielt addressee shall provide it cop( of this letter and the POWI S management plat to the km ner and ant ":Eels who are n:sponsiliX or the instaCa:ion. o^Crill. I'll or ntalnl nallce of :he I'M I S. Sincere(!l). Ti? va'I'I7 ~a'JI I im \•ande' I :Res: Pricale Sctvare Plan R::t i;: •.t;:r , [)I\ i,lnt ol'Indusu'e Sep: acs 19'b):7.'-?' I4 . 11on- Pri. 0:0(', a.in. - ?:Sl? ;..cl. I Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date:3,123/19 Owner:Kernon Bast Location:NE 114 NW1/4 S30 T29 N,R17 W Lot 51 Emerald Acres Hammond Manuals Used: At-Grade Component Manual version 2.0 SBD 10854 (N. 03/07) Pressure Distribution Manual version 2.0 SBD 10706-P(N. 01/01 R. 10/12) Page# 1. Cover Page 2. At-Grade Plot Plan 3. At-Grade Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7. Filter Specifications Shaun Bird Signature- _ i/ License number 2269J( Page 1 of/ System PLOT PLAN PROJECT Kernon Bast ADDRESS 948 LaBaroe Road Hudson Wi 54016 NE 114 NW 1146 30 rT 29 NJR 17 w TowN, Hammond COUNTY ST. CROIX SYSTEM ELEVATION 98.0' 3/21119 3 U:1'rD; R1•:UKUUVI C ONVE.NTIONAL~ A'1--GRADE XXX CONUNTIONAL LIFT HOLDING TANK MOUND SEPTIC 'TANK SIZE 1000 gailors LIFT -TANK SIZE DOSE *TANK SI/,E 630 HOLDING 'LANK SIZE LUAU RA [1: .5 ABSO RPI'ION AREA 900 N or chambers none BENCHMARK V.R.P. Top of 1" pipe assu>n ELEVATION loe• Filter Lifetime Filter ❑ K0Rk110I,E O WELL saran as benchmark County RD TT Well is to meet all WDNR setbacks Town Road Property amine 0 40' 80 Grading is to be run- Scale = 1/4 = 10' done to divert run- off away from system 1.> acre lot Huffcutt C rnbo T Pro 3 Bedroorn House, 3%,. Slope B-2 Area 15' below system is to remain /B. 1 undisturbed Properly Line B-3 ' ~ 97' 98' 98.5' At-grade System Sloping Site Cross Section and Plan View L r _ i ll mt ension Fccl I :A 2. t I _ R IiG B f{i:•:({:::{;':Cf{i{f{f{{:{i!{{:.i;{{?;i;:':::;`.{{?{:.i+::{i:.'.`•.::,i: is ;rl: Li;:': ..iL: t A i t C- /u I 2.0 F 5-,q 0.5 i G 1.0 'I L s t Z i ' ` ~ -1 -I; - 13 I i ~ F ~ - ioSlope i3 - flowed r r•{i Clean aggregate t 4 in. sch. 40 lvc bast: area _ to 2 in. Via. observation pipe Lateral with Topsoil Cap aggregate aver pipe Geotextile Observation Pipe \ With Cap Fabric I't I..u vr:il Im.:ii L- Topsoil Cap 1 ~ ) a t r, r r I) - yL Pl~~ uI ~ nt .cal<i ~ rr • Slope Dllection t GENERAL INSTALLATION: The at-grade area is staked out along the design contour. Lsis-ting vegetation is mowed v,d raked off the site. The basal area (l. x W) is staked out and plowed with a moldboard or chisel plow. Plowing may not proceed if'the soil is wet enough at the piow depth to forth a inch soil wire when a sample [s rolled hctween the palms of the hands. The A x B area is covered by clean aggregate deposited cocnccad by a backhoe. Special care must be used when placing the aggregate to minimize compaction of the plowed stu'tace. After the topsoil cap is placed, the entire at-grade is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are perforated in the lower 6 inches and -secured in place. 03105 Igj Page ofe PI-CSSUrc Lateral LaVOllt One Lateral - End Mam old n,readed Cletmout Force Main Lateral 'I urn-up plug j- R Long Sweep 9) Bend /J c> t ~Q3-!ca'fP r - Pressure System C'unslructiun _Distt Distribution Ketwork SI'Ccification_ s_ 1 a oral [)iameter _ In. I.n4rzls are constructed of Schedule ~lf,I 1'VC s_ Orifice llian ittr _r ln. Pipe. Orifices are drilled petpendiculat to Y rOntice ~tcut,( In. the pipe with 1 sharp dull bit and tact down. I atcrtd 1 iyt6, }-t. Lateral ttu-n-ups terminate with a threaded Force 'lain lltunrler In. cleanout plug and are enclosed in a 6-8 inch LI or. e Main Lin th ~~-pt. diameter lawn sptinklcr valve box accessihle from l;rished strade. (hale • • • h.S Inch Lawn Sprinkler Valve [lox r- r C I ~j~ 15 1 Septic-Dose Tank Cross Section And Pump Performance Specifications [ tuck Manufacturer Pump Manufacturer / I I ank Model - wnber p Pump Model Number Q t - - I j I ouil Tank Capacity 7L~ j 7 Alarm Manufacturet Max- Bury De th Alarm Model Number i LSwtlclt"Fvpo j Filter Manutitcntrer TA.i n 7 on l Dynamic Head (rDH) • Feel l - Filter -Model Number ~ - - - I FElevatiun Head l L~ Dmal Pressure of Network Loss - l Minimum Ywnp )'erfotvtwtce Required Force Main Loss Z - L v? ! r U-PM 'a l l X 3 Ft "IT)H I )tail Outlet Ivlaahole 44in. 4" Above Grade With 1 3 t 2 Locking Device. Inlet Manhole Manhole uy bove. Grade 6" Below Grade Sealed Watertil±ht r Securely Mounted With Locking Device \ - Woather-proof i \J1 Junction Box _ _ - - - Finished Grade 4- Vent Min. 12" _ Disconnect Above Grade Means With Vent Cap _ Outlet Filter y > Inlet 'Inlet Battle ;iwitch Sett{ngs and Reserve Capacityv I " - - - + Tank V_vlume (iPI Weep llimcnsionInches Volume Gal. B Hole 4 (reserve) A {a* 1"-- 1 (alarm) B 2 Off ISleoOlin ~ I lonom (detrd ~I ll Ill ~f Flevation -;.•..-„T; r, GENERAL INSTALLATION: The septic/dose tank is bedded and back filled in accordance with the manufacturer's product approval specifications. Mttxhum depth of bury as specified by the manufacturer may not be exceeded without prior approval. Munhole uivers expo..ed to grade have an effective locking device (padlock) installed. Piping at the inlet and owlet is of approved material, connected to the tank with watertight fittings, and laid on stable soil to prevent settling or ragging 'rile force main is sleeved with 4" Sch. 40 PVC to bridge the tent. exeavaticn and the sleeve is scaled watertight. Electrical servicyyumphes wah NEC 300 and Comm 1O. M. V 02/05 LJ Page _of ~ _ 280-SERIES 112 hp Submersible Effluent/Sump Pumps The Liberty 280_Sedes provides a cost effective "mid- range" pump for on-site waste water Performance Curve: 280~Series systems 40 waste transfer and commercial heavy-duty sump pump 12 aPWlcatiorls that require higher head or more flow. 35 . ~ Designed around Liberty's 11 the 280Sedes will provide years unique of reliable liable pe casting, 30 performance. F 25 All Models Feature: a 20 6 • Vortex style impeller permitting passage of solids N - 6 up to X.. d - 5 • 416 stainless steel rotor shaft = 10 ` • Permanently lubricated upper and lower ball bearing 5 2 • Epoxy powder coat finish 0- • All fasteners -corrosion-resistant stainless steel 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 • 1Y:" Discharge U.S. Gallons Per Minute • Stainless steel bottom screen-easily removable ~ i-+--A i • Maximum fluid temperature: 140'F. 0 3e 7e 114 156 192 228 270 Liters Per Minute 280-Series Cord Lengths Fj2M o' 2-5 22 _ ~,c s) Dimensional Data: rKlar'd OPtlo„y_ OPSOnaIoptional W~9ht: 2g lbs. ndard Optio nal O tior),jl HeighC 13" LO !!anal M or Width: 10" (model 287) ndard O tional _ P FUqndard _ _ Optional h/A WA Minimum Sump Diameters: h staldard aI all model, Foroptonal longtir;;, Model 281, 283...14" S• suffix to mlxfal num wde12t10.ith 35'Wrd order 280-3 Model 287 VMF...1 U" Factory switch Model 281, 283 Mode1287 Motor Specifications sett in vMF Turn on level 9.5'. Y. hp 60 HZ 3450 RPM 'rum on level 7- 7" Oil filled, thermally protected (PSC) Permanent Split Capacitor 8.0 amps (1151 The Mode12e3 E6 a fully adjtctablaing te tina h iti- Differential 4.0 hange Ixp' pe can n hebe nude tinily teNadng th float to the dJS amps (208/2301 change er ONr mounting point . Vertical "oat model a l 2871 net adjustabh:. Model 280 Model 281 Manual, _ Model 283 Model 287 no switch Wide angle I^ - Wide angle VMF.Series float switch float switch Vertical mag- with quick- withseries notic float for disconnect (piggy-back) smellerpits- plug will operate in a 10" diameter sump 3'~° C us Certified sr"cr w.....e~crme..ro+wxsnac,. Uberty Pumps • 7000 Apple Tree Avenue • Bergen, Now York 14416 • Phone 800-543-2550 Fax (585) 424-1838 www.libortypum ps. conl c.x"yn a utw.N Ru"q, inc. M .N,i~G rvzwvao. lln 2aaf1140Sn f..._`_ r ~ri•- - ail _.1 1 w \ R 1 l it Y~~ \ I ,111 'Gyili 1 i I dill I ~ .f S I 1I~I5'lll Q ; i Cl` ° l f y o i i =1LE INFORMATION POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page __of_ Ovmer SYSTEM SPECIFICATIONS Permit#._ - L~1 !`1_ Septic _ark Capacity_ ~7 ~.~~a-l,l NA Septk; lank Manufacturer ~rQ-L4,L ❑ NA DESIGN PARAMETERS - - - Effluent nt Filter Manufacturer Number of Bedrooms U NA _ - I - - - _ _ _ O VA FHluert Filter Ii J Number of Public Facility Units l7 NA P 7^vA ump Tank Capacity 7J Estimated flow (average) - ga - / ; N!+ Veal/da Pump Tank Manufacturer Design flow (peak), (Estimated x L5) - NA )%0? /day Pump Manufaclurer r ,7 NA Soil Application Rate J gal/da Pump Model Standard Inpuent/cffluon! Oua!ity Monihly average, Pretreatment Unit J NA Fats, Oil 8 Grease (FOG) 530 mg/L ~ Biochemical Oxygen Derrard ROD,) 1 %110 mg NA p L to Sand( echaniwl .;cal Filler C Peat Filter ii ,r/ Aeration L' Welland Total Suspended Solids 50 mg/l Pretreated Effiuert Quality - Disinfection :7 Other. Vonthly average Dispersal Cell(s) biochemical Oxygen Demand (B00,) I s:30 mg/L L: C1 NA In-Ground (gravity) U In-Ground Total Suspended Solids ITS$) -30 mglL 11 NA (pressurized: Fecal Cclifortn (geometric mean -Grace ❑ Mound 10°cfr/10pm1 Drip-Lino (:r Other. Maximum Effluent Particle S,ze ;k in oia G NA Oe.ec Other - - _ C NA NA Oths~ - - - _ •Vawes typical for dcrrost'c waste a ter are se.ptc tank effluent - - ' NA Other: - ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency ,nscect conditon of tark(s)_ At lass: once every: 7 mo...... _ _~-years (Maximum 3 years) ❑ NA -PUMP out c:ortews of tank(s) ~"Vhcn wmbined sludge and scum egca;s o,re.tnird (k) of tank volume G NA nspecl disuersal cell(s) I qt !oast once every, - O month(s) - - - yoar(s) (Maximum 3 yoara) n Nq tear effluent filter - - _ 4least onto every : _ -It/ . Xoarth(s) - U NA Ins BCt Pum _-rl- - ) p P, Pump controls 8 alarm At least onto every . ❑ month(s) - _-~~ear(s) -7 NA =lush laterals and pressure test At least once overy;~ C menth(sj blthm -J__jr-y.9ar(s) U NA - - At least once every- =1 monl On-e^ 11 VA oar's) ❑ NA MAINTENANCE INSTRUCTIONS 'Inspectons of larks and dispersal cells shah be mane by an individual carrying une of the following I:censes or certifications: Mosier Plumber; Master Plumber Restricted Sewer; POINTS rspector, POWTS Maintainer, Septage Servicing Operator. Tark inspections must include a visual inspection of the tan<(s) to identify any missing or broker hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for acy back up or pending of offlumrt on the ground surface. Thu dispersal cell(s) shah be visually inspected to chock the offluent levels in the obsorvalion pipes and to check for any ponding of ellluent on the ground surface. The ponding of effluent on the ground surface way inalcaie a failing condition and requires the immediate notification of the local regulatory authority. Whoa the combined accumulation of sludge and scum in any tank equals une-third (Ya) or more of the lank volume, the entire contents of I.Pe tank shag be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113. Wisconsin Administrative Code. Oil other services, including cut not limited to the servicing of effluent Pliers, mechanical o. pressurized components, pretreatment units, and any servicing at intervals of 512 months, snail be performed by a cecilied POVVTS Maintainer. A service report shall be provided to the local reguatory autaonty within 10 days of comoletion of any service event. Pape _ of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) fa the presence of oainfing products or other chemicals thill may impede the treatment process andfor damage the dispersal cell(s). If high concentrations are detected have the contents of lib tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may 511 above nounai higthwater lovels. When power is restored the excess wastewater will be dischaigud to the dispersal coll(s) in one large dose. overload.ng the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer ;o assist in manuaAy operating the pump controls to restore normal levees within the pump tank. Do no; drive or park veniGas over tanks and dispersal cells. Do no! drive or pad( over, or otherwise disturb or compact, the area within 15 feet dawn slope of any mound or a,-grade soil absorption area. Reduction or elimination of Cne following from the wastewater stream may improve the performance and prolong the Ida of the POb'dl antibiotics; baby wipes; cigarette buds; condoms; cotton swabs; degreasers; dental floss; dupers; disinfectants: fat; foundation drain (sump pump) water, fruit and vegetable peelings; baso1ne. grease; herbicides, meat soaps; medications; oil; painting products; pesticides. sanitary napkins; tampons; any water softener bdre. ABANDONMENT When the POV93 fails andlor is permanently taken out of service the following steps shall be taxen to insure that the system is property and safely abandoned in comp;iance with chapter Comm 83.33• Wisconsin Administrative Code: j • All pipirg to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumpirg, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, grave, or another inert solid material. CONTINGENCY PLAN I' the POWTS fails and cannot be repaired the following measures have been, or must be taker, to provide a code cempMout replacement system: j ❑ A suitable replacement area has been evaluated and may, be urlized for the location of a replacoment soil absorption system. The replacement area should be protected from disturbance and cornbaction and should not be infringed upon by required setbacks from existing and proposed structure, tot lines and wells. Failure to protect the replacement area will result In tae need for a new soil anc site evaluation to establish a suitable replacement area. Replacement systems must comply with the ruler; in effect at that lone. ❑ A suitable replacement area is not avallable due to setback and/or soil limitations. Bamng advances in POWTS technology a 4hold~rg tank may be installed as a last resort to replace the failed POWTS. ,he site has not ocen evaluated to identity a sutable replacemerl area, Upon fai:ure of the POWTS a soil and site evaluapon must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installeal as a last resort to replace tho failed POWTS `Round and at-grade sod absorption systems may be reconst'ucted in piece following removal of the biomat at the infiltra ive surface. Reconstructions of such systems t,iust comply w•ah the rules ;r. effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name >A . game , Phone 71 r7 - yl ? Phonu rJ/ Ez SEPTAGE SERVICING OPgE RATO PUMPER LOCAL REGULATORY AUTHORITY Namo-.-~(~'~""_ F Phone I Phone )-7- >OC' _ r J I his Document was ;lrafted'n c¢nplia^ce %v-.h chapter SPS 333.22(2)fe)l1;(d)8(`J and 383 5,11 j, (2) 8 (3) Wlscunsin Ar}n natratNe Cale. ?0 O ~I NIL W W W. N ¢ w ~ ru O N n O ` n~rocaoorJ co 0ON. ` 3S1Et:~~IJ; Qi +91O87.Yt C.LOOfJ i r~ a W 9J ~ ~ 1° 3,ut EtCCtJ In LL cD IJ In Of ~.I 50" ~UN~ U :L U i ¢ v' :v Omq 11 u[ _j C3 V-) ci zT_ CU C73 Pj m j orri ZS U7% ~ fS :UL 90 L")EI id t4:.QA 161 OY.a [T.'N Y.HWA LAN Sd,iO N110-i o, N ) 15 _NlOl IE:lNiFiiiN iNV S`.7NItlY3H Li N to LL vi f J C-15 C~ u (4 <; I 0 11 H lL C7, LO Li cj Ji1 m ~L) u; OD H• T v ~ - ~ J ¢ m D LO CD o N - I L n V T \ W l= U pLLr [nd CO '0S CD 9900 - tV fmr„ 1i CD / L1H3HS33S w [a ; I N L/ n w T ST. CROIX C'our"ll-r SEPTIC TANX MAINI11NANCL ikGR T-MUNf Ant) OW'NLRSIIIP (7'1-RTIh•ICA7lCN FORM Ovmer?Buyer _ LPL/ lut MxilinP.rlddress -l~/ 8^`~_-~ Property Address 795 /5y k. S~f~ - - - (Verilication regtnred °;um Pixmun,g ;t Zuntng f)c•;ra hnent for uew oonslinetion.) - City;State-- Parcelldentification Nm)ber 0/$' dpi/ . _S~- t)Da LEGAL DESCRIPTION ~ - Property Vocation Pi~ l 4 / N,V 7 W, Town of IW 17-ZA7 Subdivistoti~ Lot R' J . Certified Survey Map ti - 1%[ dnnru . Page 11 _ Warranty Deed # ~t l Spec hone. yes G 1_ol fine Aeuutiabio 0no SYSTEM NIAIN'I'ENAN('L AND ONVNF.R CERTIFICATION Ifrglropcr use and rnainrcuau e o' your eras s}:stval cu-Ind uI its pr.•nramne i:niine to handle wastes. Proper uwmlcttance consuls o1 pumping out file septic. tank eve Reece yeas o; soor:rr, fI needed, m, a hcenscd pumper_ What you pat into the .system can aflect the function of die septic rank as x l.r,dutcnl singe in the was r disposal syslettL O\VIICr maiot riancu responsibilities are specified in SContm. 83 i2(1) and m Chapter 12 - Sr. Croix Coauty Sa:u[aty Ordinance . The property owner at rcrs to cnbrtut to ;t. C'ro.x (.'comp i,iannru•_ & Lou. a, Dnparuncni a cei tificanon form, signed by ncc owner and by a :roster p1mnber, jortraayman :,lumber, rest r: Icd plwuh,•r or a ficanscd pumper verifying that (I! the on- -h wastewater disposal system ism prope3 operatmt, condition audroi (9j alter mspo Iiou and pump ng of m ccssary). the septic tank is Icas than P i full of sludge. iseve, the uaaer a :u:d have recd Ibc. aln>ve rr.Iptiren wels and agwv to Franc t2ur the private swage disposal systear sviiil the stalldard.s set furah, hcrcrtr, as sae by the Vepar.racm of Cormicrcc and dae pepanr eta of Nafurai Resources, Start of Wisconsnl. Certification sunturg that your septic sysfctn has been mainulined must be complex:,: and returned to the Sr. Croix- Cowry Planning & Loinng 1)epartincot wititin 30 days nt rlrc ihi-Ow year capuauon dart. Vwv I.-r1y that all :atcmanis on Iha.- tom, art nae t,, he• hest ri m, ,in F u, n tactics. 1. we am aie the omwi(sl of the ;xoperty described ;Bove by virhx; ol'a ea ant} d[ eci rscoda i u: Rd ester of Der h Olhce. Number of bedroonrs--------SI(NA1•UREC)1 APf'I_:I'.- 1N S1 DATE "•'.A ny intutura. ion eat vs rmsrepreseawd may result in the sarntaty permit being evoked by the Piannurg & Anung Depannivw n*x lucludc with des application a recorded warranty dyed born the Register of Dmi, C rHicc and a copy of the certified survey map if rcR rcnce is tirade in the warranty deed. (REV. 08)0.9 ~O m I( pK[ m Y.CL . q ;e - It Y - L IIG b~~ t ~ - I:; ti' I 1 r y 1 \ Y " L i0 iy e u a, ~ • V O , vj~ Z u , Q , R al YI OV'i d K't P ~ ~ ~ III I -L ,q ~ _ t l `III Lam(/ p n I I l n W °CI t y ~ 141 Im v V r»+. lq ~ I 1 1 I a N Z O u C a a v N i r T . 1, I I - I ~I tl I 1 I g ~ 1 I , I. 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