Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
020-1363-23-000
PRIVATE SEWAGE SYSTEM Vn"°`r St. Croix Sa'cr: anA 1'...ierv, rv_u, Snnxary Per^m No I) INSPECTION REPORT 592144 GENERAL INFORMATION (ATTACH 10 PERMIT; state Plae C tic p I'euatal mkrmabcn Yr+ P'nvde rtml be meJ L^• sevn~Ye,y yurPp5e511'~.'ae'/ Law : ti"< 111Q111 2762553 Prmttr. air: V:nnc 77, ae roxnsnp Pa.cni'ax N. 4 Seasons Daycare (YMCA of Greated TOWN OF HUDSON 020-1363-23-000 Cs1 3Nr Jet Inn !~V Clc. EsM •crlon n. 1'oxMRongNMap vc rom (fie DY e e .R 27.2°.19.2160 TANK INFORMATION ELEVATION DATA Q TYPE NIANUFACTURER CAPACITY ^.''"IN , RS HI FS FLE'J Sept r.. I t n Beicrmsrr pl N)+ ' Iv L i x`J f; 15,tt/'' _ wl l i l'Ll l'~W. '.-rc4 i V r vv Uusln INQ Pon?: l' Ali 81,11 Aeration Bldg. Sewer r IL'~fu la~_ - - Ho" ej~ R met SO it Outer x z t r TANK SETBACK INFORMATION L, e TANK IO PA 'ATI I SLUG en. n rr intake ROAD PIT Inlet _ ) G 1 y. tic Liberian) , I L li L~ D]ls '1 Heade q1 (;tJ } 1; C 7F U .1 i,walron ✓I ,r1./ Disl Pipe ~j I`, ~,U, •Z.~ y L f lL L I'g,tM rl-• i Bet. Systen+ I 7 PUMP/SIPHON INFORMATION r C I `7 l ,Cy hlanulactu:r , 1•_ Demand L !i x pL5 ` errs l I 1~ T (Lj~-{ v r.ladcum,n,neF 7 ~ L-{ 1L_ , OG'SE #-f -DTi i_ry-I • S~.F Frich LO~ss ^ Sy=clew Heat tD 1 I I Q Iceman LmryP,I Ur r-tt"V", SOIL ABSORPTION SYSTEM L 2 1 1 P7U 1 7(_,`){ ~tVtJ K BLDITRENCH Lai` + IN. Cfjwhn , ~ PIT DIMEN SIO NS No OF Pas I+s,dn Dm I,q-ic Dtr? DINERS.ONS SETDACK SYSTLN TO Pil. BLl 'TELL IAKE?'S AM LEACHING Ma°da<lurer INFORMATION CHAMBER OR Ty - "11 I I I ni' uNm M.,dr~ Na~„o~ t ,C DISTRIBUTION SYSTEM ti 1 den ldanitGq Lu4.on - l x Ilcle S¢e / , "We SPam, Vent In V 11t.- ] L)i Le,t~ gin 'pa~,q l" SOIL COVER x Prossure Systems Only xx Mound Or AtGrade Systems Only Jf/ UM 'rU'CY>ra- OC'.It1 Cvr., DeJ, C.en Ueptr o! vx 5eeucd'."xxf/e zs Mulc^.eo F+:41 tznc^ IJaner Bed Trentn Edges Yes No ss Na G COMMENTS: (include code cle; ::ncles. persons presert, etc) Inspection. al. t~ r pIff4o Ill a2. 1 I, ~ I Location1:~ 737~F~XCHANGI~U(,i '>'~F C h T .l -I 1 r I( l`. Et r~ I kit Bll DccT,,PU /'~Il~l 2;Ring newel Icrx}Ih = _ ~ + amount ct cove T N , Plan rewyon Rcqm red% I Yes ';r-NO _ / Usti oleo side For aedAional IrJwmaunn l'., Dale ~ + Lx f 1 ~t{ttrldNfE I Cen No. In41v,:ItN s Yl Stilt-cit(1IF• 1,571 o m ~1 L1J r°i j c. I I ~ N T 1 Sd ' 16= ~dl I~ o' _-LLI we$ ~iW INK WW1 1C5^~rcy,T gz W - ur 17, ? 1 I`X au "V w ii grc i Al Z :14'# IwR~I I,i.p >t0~t±.~I ~ o°l s=ue 16 z°I I iz'~`x c~i'> L~`~ r '•\~i~ 3: 6 a <J ~a lmi n F1 ix 0 a o 0001 !_1JJJJJJ~- iJ__J JJJJ~JJ a= JJ~ J!JJJJ3 IJ_i J_IJJ N~ JJ_ ~ } JJ-JJ ~ a" J J Q ~ JJ.JJ V f m JJJJ JJ._~_ ~ 1JJ r~ ~ LL- \ JJJJJ!JJ J ~ ~ JJJJ _ I ~J JJ J JJJJJJJJJ ° JJJJJJJJJ -e o \ z \ Q z \ OM z W W 521 O 0 wr _ a u LL 4 / ` p N LL Z / • p d Q = Z m S IA 9 C aeus a 9;CAkITL GEO TECH, LLC JOBSITE AIFORMATION: 1109130TH AVENUE rNC,~ cF -XFA:ER -mn clrr_5 POINTS Ln~lo~iN nt la 9.sY•ne Tv¢trelim• mib: uM.nai le.r®+uuaao C-IIPPEWA FALLS. W1 54729 732 EYCHANGF r.RIVE PLAN PN(71515n.6636 F12. 1686WA4-i3 NUJSON,WI COUNTY, WI 'sl`n`°..Idn. we.a~se,.~.. o,taO: DRty(bx~stwa!erpros rnm FngCI CUCRIREDZ /,C S fflu c 4 JAS a I L 'y\ i R~VE~~f~ Industry Services Gi"Allon ,111 Iy YY 1400 t Washington Ave ,aluhl Kit-, - $p S C x 711!~ll 5701 "/y2 I 1 'f AI62 } q - ;rl: " I1tG' - tladls A - Sf ~FFO ~ ~14,IRah lcm~ufi, rn \uar:: h,MUNITV BVa'10em4kimit \ppllcation AT2 M 1 n'w .rJ'lu':'O t~ ♦11 a I 1 i 1 h I,.r •11 1'.-II p 80RPIFG7 i. r.4u l.Jj16. 1' I{ .r rtl.r 1 n^ 14 , r ,'~1 r I .I Irt1\I\' , \J.b...llt Ill.:an ;h.lu 1.1 u ':Jd..•.•.I L,al,il,. t pr. Ic u.1. Au,J f."...ru- - .1 x:11 1 ..II m 11 1U p.ltlI IIt( lv.14,.11d I'..L n . y -t=1 A111.1At•I ULIVI. _It It "o Fl ,..n.I It I I.n. I. L , m . I lphc Ilion Inform at inn Plea,e l'nnl UI litho m;uinn It I rn 'a.IT,\mnc VntlAul IIII UlifAII-R IAAIA111111 u+l 1 I_-';.'I, 1rl G 1 S~s~,~s~~ cafe ~7 r I'egxr.\ t luua . \1:u!:n-_. 1Jdn•.. ,..ne.u I-+o 1,0111 If 111 I K: I I 1.e 11.IIC /:p 11\Ic I'I'nnc \11116:' - ' I `9 A'l t V1 I u Il IN Dtilainy (Checkall 46.11 appl)) l' - - - ❑ .1..111 I) :Ih.lr \o uhu.,l It'd....... d f e.u y.i r. enera.li ItC..:nh;I. rL I/0,h. v -LX1•y''-QUI BW1/1@SS Park- 1J 11uic 11•., n..l .~'.aIIIKI.. ~ ~ ~ ~AGl..c: . "'~r'X /(/JA~~,~j~((//~~ IwIII 1 1 \un1hC1 1 II _ ~ I ' ~ 1. • V~~~ - 1✓NIIr.i Hu~sDn 111. I )pe of Permit: (4 heck oillt one hu\ on title ( umplete line It if applicahlel-_ \ \:N\1*lilh ED I d.le,Il1U1. 1"mil ❑ ,1Gan1n111IUIGlnl lao. lt. pi:l:alnULlln. ❑ 1'IhC1 \L rL l1. -.oa Ll ,rlu .~.1: r`, ,c,pl.~u I1 I ❑ P<-r t d 1 ..1 ❑ I'cnn11 ne, la.vi ❑ h u' : ui i ❑ •'unnl I runlar t \N+- I 11 r:, 1, n- l'CfI'll I \n 11111ir:I'M I).I 1, I..nC.I li i•r: vI 1.1u.m II,uIc1 I\ I \po III 1'0\k I IN 1, slim Componcal Uc, c\ 1l'hccA_ :lil that appl\ I ❑ \a1, I'1~ .u-v I Irn-,Ia. mr 1 LI I'.~.uonrl In-<noun I l J. ❑ \Lnind '.t n ._..~ul.Adi .~nl \louod `I u'..9 .u,1:1M: I C .lulam, ask 1_1'41 IT:p.n:d\•.ntprucrl,.,y11an1,'--'-------'-a::.untcnt U:, i:i c.p~em• \ Dlspu'\al i r atmem \rea lufur_maunn. A 1 I I 1.1 I U 1.r v, .ppi n..u / .A pcn,1 A 1 K:.purvJ Ili I.r.J 11Ca Pnqu,.,,.I L. a:~. n ✓ Itn 1'.PI II / 1 ~n / I. lank Info ltp <t, c'. III-- - _ f II m In11. - _ - It- - { -J . p1i 1 11 f1l nl.Jo ~~J) 16 1 .v.hi e n AA II 11 1, C7 ❑ . I 0 r Ll ❑ It n1. 1h 11r~ II l.n, 1a00/11h0 c. 11 1. I 1 \,ll l b: N/_~I~YIDk ~OW. ® 001 \ It. Requtm,lblhl, IIfatemenr I. the lnrl r i:,noJ. a..mnc ,,pl. .1 lm 11 nI,1 11, tfnn of Ih, 1'11\\ I N'14111.11% m. annnccJ pbo.. - flunlh t \je u.rrr - wnhol .11 • .f~We 111' \11 ,RS III 11:1C. I1)1it hOI1 VNv 1 ^s•u: l l.unho Vld..... INv_, t 1 \n'.- wl.-1 \-h l5u V I I I I. ei \101 `NI) , kk 1 1471') 1'oont, Uepar nncnl 1',r Unh - - f'.~ I'.'1 11.c Un: I..u:d DI~ I mns \.un v.•n:nul~~/ / r,11 n, 7qQ_ 10.12 2 IV <untlilimisY 6T,~t~hC\W1t'hA,un, lol Di,appro,al 3.)Dfak)Ckq e. BaSe(Wt IO Cn "orA j 1 Sepilc'ank effue:tl fifer and / JJ ,y,~~ A,\ V51 ~1P~ s~CJ.VI dl.pe,., ,,i! must b@SefvCe'11 rra "d w(J-) ~(0per(~ ty IIn P~ `..1 l 1'I as per nwr,ne,nrntpan pro. fo:: r 1 r. h+ '~D 1Y (\~e S'f"at~ 0~ oIk "~'h41 G. All setback r ~quremPnts must lie rlwll d 1 ' 1)- is per apmable_-odeituda"ces. xh ln.u. i k , l l A4.r lh r.n IwLa1i1 1 J T~~I l Y 1 ~l RII condo lions 0 s{uk PPova n P,/ 7Tcc11,w.T~1 'r'r_p,1py~'l"~. JMt.~1 ins-y ~m - !,5 It} MUSk be n5 A7n\~t10~ b ISu )SDOPKS4AX401 ( ,i i_ r.''S1; ~N CIIL..GTRV ~'.vl',. APPROVED 233- sAN LUIS Ft SrF ,=e 0 GRFLN BAY V^'I 542-4 $ DEPT OF SAFE 1 r 1 Cart t -hro yh Pp - PC) G F q SI V 1 I ')jIL VOa iv,r. '~rp .3. si~cc5lfJ 5e ors J C ~ n i Scott Walker, Governor Dave Ross, Secretary 1:a,tst !v. ZU16 1 ETID No ?_-:CCi -i:0 1101 SOIL. S SFfE I.\'A:.I_!A-Fi0\' LLC ST CROI\ Ct il.-\ iS 10'!l 3,01 H W: I I0l C.4RVtlc'ILAi-I- liLi Al' ;HA'AFAL.LS k' IILDSQN "1 541)10 is t ONDITION'AL APPRO\ Al. NI'VRO\'AI. F\VIRLS: 08 19 21118 1,1t Transaction ID No.:-67553 SITL. Site lD No. 181145 _ 45c_son Dascare f .:clc-1 1 i.ic:1[ °:aion Ivehall:'e ,)r .1h , lr.?Il c, „r.-..h•ncc i[S tv- enej a of Hadwr, ?4016 - - - loix (Couah -i, SubJicisicm. Business I'arl: SIIbdI<'i''n,I 1OR tft cl Type POWTS Individual Site Desi_-n Ke_elatcd Ghjzet tU Nn : 161RSS~ ItiD-Fill Pretreatment At-Grade i\avadie At-2000A and Multi-Flow Aerator) •c tr,iotcnancc lcyuired. Replacen,crt sy tcm: I.250 GPD Floc 2tz: Ss ~tcm(s is 1i : it id sc-nl.iC I.-- av:ur; t nr. ;uuerc i:J',, _Ia - he il.ccre.~t cxi ihcd ahu.e Is hccr, rcvu•a c.i for r:r-tlce to apph.ab.e P uconsi-t Adnar.istrativ e Codc> znd \A iscnns',n Sl:tru:es. I'll, suhmivtJ has beer ( 0\I)I I IONALLY APPRO\ ED This srstern is to be co:r[n.:,:e:: and loaned in accordance -.kith die encluscd app-ovcd plans and with an\ CnmponeM manuals sl rc:crcnoai d,n, c. The owner, e_c defined in chapter 101911:01. %k :sconsin Salutes, is responsible I:fir compliance with all code requirement,. No person map engage in or worn at plumbing in the state unless licensed to do so by (tic I)epzlnnen[;,cl s.!-t' "I, s:ats. Tic fr~anwing condition; shad be met durfna construction or ins[allation and prier w occupancy or use: • This scstem has been revieMed :Intl appr(sed as an Individual Sue Design -1hc ~}<T rl 'hall he construc;cl' in acenrdauce anh the ;q,frovcd ^::m acJ cL. SI'S ;S:, \k is. A;: in Codr. • F':d -I ay for (titatc u%leseatcr Specialist) inspected the soils • PaLe R10 - Diwlmrge orifice diameter = I'8 melt - 0.125 • Letter from manufacturer o'as s.,b:rInto:: %k 1i1 plan gap. Ievic:_ Jx cc:_a • The department may require ntctcrin_ or monitoring of the effluent Gom this product to evaluate the operation and cnrnrh itfc :o SPS 35,.44 efluert qualty para-cele;' • A valid maintenance; sea icing contract is required for the Lie of the system A cop' ul'(he ini:rd %allanty or conna; l musl he s1111mi9u.' [n the count} prior to lseuartee of the .arita.~ permit he the pennit ic_rrnq agent. • 1'reserv( dupercnl area :)not .:vi '.::Ir r: rast~.cucr 1„ nc 'I 'l `.i,. ;:a,:rn c-ri es:; n( the .ire. m tai la Iar. la vt, fait _'a s Iea,c, and hrubs h I'r cu'. : r :uC r,u'. ed prior _r tillip, the su-facc for precer,t man'ne and:•r .tc C7,41 a'--L • Prior to construction of the dispersal area. cheek 'he_ nuoaure content of the s111 r,, a dzpdt of 8 irchc, SI ~e'+ ll t °.nc_r y>>stch , +u i11: N II It :n a .m th In fl It ralw'I c.t -crt. o lhc_ci -I. Prot o:f ar~o I !c bens a+n the hanCs It, it ri,l', Info e 14 ch n 1 ter:° ccv; ,i t et an be ac r;: fired Ix rolling n • ; is II<. In.., to erc,,le. It it cnlrthlc<. >ite.R ~ n con ixo.rr:: It the ,n:.:: t_ , Iet fin L. d, ..,,.u prncevd .ill" it dries. Diver. surface aalcr rrom PO%1 I 111 ptpitit! ll con orm to S,VS lab:e )84 30-; and SPS I ablo 's I ! Insulate building sewer beyon:i 341 tect per SPA ;g'_ 30 1 I1, Tank InstaNatiun o, fi)Il.,IN as n:al:u \N,11 ,CthaCk-- I,I ntPUI .:'h. AR vZ1 I k I • \ eri1', prupertN hoe(s) prior to inst.;!'..--- F w al ele,alron, di , of: and in, 71 - I ' t 'u r iI}'. r. _i - '.nI p:.rep .Sat Ilnl oc.upied a W; rock fia I I .tree root sn,nle 1'.e ho::.I n :cd'I" lire amour LI< for p:~'pcr treatn:en: -.f no olhr 1U isnai aL'e, ts;u, I:t r!Ie I t <r:: l r.e ru•Jud tit-',I IIII 'CE:I I: nC 2.: `GI(\ 11!1 . `11_ c?f in' IN11e f )N FIN RCSPOnAll)tI1CS Tor :cznt ow'aci, :::Id each subsequent osoner. ;kall receive a copy of ,his letter i I, ludine in,uve.:ena relatin- : L'per asc and mai:tt :tarcc of tie s.se m. 0,vners shail receive a cops of the appropriate operation arld I o,i:rtenaccc t:tanual andcr manual for the PO\\' °S described in this ampwsa: SPS 383.54(11. 1 P r<er.::h.is oil x sor ,tioa .ps:em or am of s , umponcr.: pans nin'tanc vn, <c a> to create a health 'd. the property ;11v:rer mu'. follow the ccmt:n nc✓ plan - des~ri'x? .n the a,proved plans. Theo,v net is responsible for submitting a ntnintenancc, crificatiou:e urt, -cat Ibc:_I ihc•c,unn for nrainr nauee I-ackin_ pat'poses Repar., .I:all tic , II r.iLa: et it :en ❑!s app na h,r .hs o'mpea rlru I t! 1,d r if-Ie i". I'S. A p 1 t to ap~ruved plans spu-:h : o n w :r tali, is to -`tali b1 on sire LJnt utnstr_r ,n and open to r,,.l,_,„t,.: adl!t6-tzcd reprsc.ttapves of ih Deparunert. "Lich Inay include local uvpcx tors. All pcrn::s rcyuir_d by the ::ace or the locaf m:uticipahly shall 11 oh:a:x;l prior to contmeneemem of cor.straction installattonhopera:ion. fir. an m; this :r prev;ll the 7 , ,ion of Induetn Sc-, t a reseiwthe right 11. require chan2cs or additions ;hoa:d :I:at row, arise maK-n; them nccc,sary for code comp! lance. As per state stats 101 .12(2). nothing iu thi, rev st:a reticle the desi_ner of rte reipon,ibility for dent^_rt!r. a saie hu.lelmg, swctcre. or component. I:I:puric, conceming dui; correspondence may he made to :tie a: the telephone number listed below, or at the ad'drv,, .,P. t'li, letterhead. I ''c ~ r,'e Iaf- a dl es, ce ,h~ r 'vi :_c a cop, rf ISi'_ letter and due `OA' I m w I_a,: rr'. n 16c a'v r. i,r.d an, • nuy tall Brasses, leaves and shrubs !fall be cut ;her, an.: removed prior :n :illirlg t}r s=.^.:c for ~t'=t_llatioc prevent mating tn:,Ier ; e ;i.TcrsaI area. ,i1 In a de•?th of inches construction of the disuersal area. chec k the moisture content Prior to . Sn. ,Tsi con: actin, , ,ct pill t_Il resat ill-_du=ire me i'"dtrati:n. c ma uv - r_t e c I. F'ro. pe set lR titet_ture content can be_le +?'-1.=.d I:ioc a sea ,a''Ir berr-:en,the havdc I 11 .'I< lnt 1<. •1 th .it ton wet to prepare. If it cramScs. stn PT PA e'o - can ..rc.eed If ~t tr. cTr; _1. rot prc~etd_aril i:dries. Disert surface water fom POWTS Arta. All piping shall conform to SPS Table ^84 .%~•3 and SPS Table 3 Sd,, s • Insulate building sewer beyond 36 feet per SPS 38236 ! I li!:cl Tank Installation Ic icA:cw all mau[ac:vc's reccnmen:lati.ns. Wctl setbacks to meet Ohs. AR 811 f.' 8I Verify proper: line(s) prior to installaticn. Final elevations of pump off and invcn of da:rihutior, ; ?e, aced to be ccr.f:r pruner-cmt s:zit:_ real that art occupied wrn -c.k Ta er. _.:rcc not,run s a d -er- r da e the mn nhn: = I ..p,ps 3 . sal X13 1 e..'cr n I. , nL;,, _ : I h:• i ~.lyd nL. . - :n all I- r 4 ii-:- 1 i - a _ot .Icv I Ohe ner Responsibilitic, the eurent owner, and r+ n s "ee'aent owner.` ill .h'e a urn' et his 1-.. r',nclcl :a pr,,?er'-Ile and maintenance of the syst.m. Owners sn_f. receive a co.y of `te apprepn r e oera i mai-amitucc matraal and or owners manual ii,r :hc Poi, "ri described in this approval SPS 383-441 11. • In IS- event this soil absorption system or any of its component parts matf.:nctions se as *.a c:eatc a hc3::.4 ha.^ard, the c; opcr y owner mus; fellow 3:e co:nin1,cncv p;ar. as descrhed it the ;:p proved plans. • The owner is responsible for submitting a maintenance verification report accepta'.,lc to ':hc county, for naintenance rrackim, ur.:nscs. Reports shall be st: m;.tcd a: inten-ais app:o^riate io; :;,.::o:r.-onenu;sl c:'.!. ed in the 110'W'lS. A copy of the approved plans, speci5cations and t`.us icacr shall be nn-silt d21- !12 construction and open to irs:+tc:ion b„ authorized representadvex of the: Department. w'nich may ¢x:ude local irspeMOrs. All pernis 7cqUL7ed Ity the state or the :Bea: mtmicipality shall be obtained p^or :o cxnmencen:ent of c enstllc; i of:'cl-aallation' o?era%on. In _rartag talc approval :'.hc L)Msion of Industry Sers^ces :escrves the ri,7I to require chan_aes or additions stet:ld ,:anditions a.-is- ntakin° 'hem necessary fo: Oode comp!/iancc. As pcr state s:ats 16;.12,;'_). nottting in this review shall rcheve the desigic: of the respens.trility for desigmin^ a safe building. smic:orc. or component. Inquiries concemir,_ &.is correspondence may be trade to me at the teleph:me nt;:nter listed below, or at the address on M's le;Itnccad, l"nc above lift addresu-t chat] p-avidc a Cl* this k= and the P;7N'1S mane ncnt plur to the owmer and any ,1 :`.c FUN:_ cthcr; mho mac'r salslblc the ti?cri°h S ee l2+slc ir~c c ~i+:i (lip + Ths Amount'kill Bc lnwick-J stn.., ~s•--~`~ Ulicr'. You Rcceivu Ihul I11,11 In-ludo Copy Cv i:h }"OBI ira Vande[ !.rea Ple;rc a F'+ .vile SC•ass- Psn Srv.cwcr . Division 01 ln&u rv S,m ico Pz; nenl Suhr'i;C21. 4 _ ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have inspected the existing septic and/or dose tank presently serving the following residencp: (Scree address) '731 1 -7 3,L- I O(L located at. Section , To ~_N, Range~_W, Town of ) St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of SPS. 384.25, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service Did flow back occur from absorption system? Yes_ N0110 (if no, skip next line.) Approximate volume or length of time: gallons minutes Tank Capacity: ~~00 Construction: Prefab Concrete- Steel Other - Manufacturer (if known): Age of Tank (if known): Permit number (if sown) ~Q L l~ (Licensed PI ber Signature) (Print Name) C 20 (eyf I (Title) (License Number) MP/MPRS (Date) Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 2/2012 ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have inspected the existing septic and/or dose tank presently serving the following residence: (Street address ~3 a E% 66 located at: -Ate ction -Z:l , Town N, Range W, Town of St. Croix County Wisconsin. Upon inspection, I certify that 1 have found the tank(s), to the best of my knowledge, will conform to the requirements of SPS. 384.25, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service®~ /y- 50 Did flow back occur from absorption system? Yes_ No U (if no, skip next line.) Approximate volume or length of time: gallons minutes Tank Capacity: ZGbo Construction: Prefab Concrete Steel Other Manufacturer (if known): Age of Tank (if known): Permit number (if own)) (Licensed PI ber Signature) (Print Name) P0 r - I8~1 (Title) (License Number) MP/MPRS /o -n-& (Date) Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 2/2012 , eptic esigns & nspeetions ~ oil esting.,eo t., eG Serving North Western Wisconsin since 1844 ech astewater rosxom YMCA (4 Seasons Daycare) RE CE, At-Grade Component Using Highly Treated Effluent a, ISD- Individual Site Design (NDUSTRy SERVi( _ Job Location Sec T N K V`d Tom- County Des,gner's name and licerse # VVillian- Iiergn (License No. lr)i r'-00'j PART A (DESIGN CALCUI ATIONS) Overview Overview 2 Water meter readings 4 Network distribution calculations Design Data o •1°It iHn. Design Data Design Data F~~tLln/vl ' s PART B (PRODUCT SPECIFICATIONS) = SfiRG J Wieser model W1100/1800 (Pre Aeration)' Flow equalization) v 1g~ !I 1 -007 Multi-Flo aerator specifications c chinnto FA: ! 3 Timed Dosing sewage pump sperrfications (Zoeller model 211; a Nayadic M-2000A General Specifications Nayadic M-2000A Drawing o. Linear Air Pump Specifications 7 Wieser model W60011000 (Stilling/Dose I ark) s Polylok PL-625 Filter Housing Polylok PL-625 Filter Cartridge it Demand Dosing effluent pump specifications (Zoeller 140) O & M Manual 12 O & M Manual 1s O & M Manual Attachments: • Consliucrron Drawings ;5 pagesi • Sal & Site Evaluation (3 pager;) • Nayadic Seivice Agreement ( payer,) • Co.,7sotidated Ire.atirew Appw! ;v Lone 110gl 30" Avenue - Chippewa Falls, WI S472q Fax (999) 466-9573 POWTS Overview & Design Considerations YMCA of the Greater Twin Cities own and leases the building to its tenant, 4 Seasons Daycare. The Building is located on lot #23 of the Exit 4 Business Park, further described as the NE-SW-27-29-09W of Hudson Township in St. Croix County, WI. The daycare operates daily from Monday through Friday and is closed on the weekends. The building currently has two separate treatment tanks. A 1000/500 gallon tank is serving all building drains except the kitchen and a 2000 gallon treatment tank is serving the kitchen. Both tanks have outlet filters installed. A water meter was installed in the building to determine the daily/weekly usage. Two months of daily meter readings indicate the peak 5-day usage is 5,000 gallons with the highest 1-day reading of 1.290 gallons. My recommendation is to size the absorption component 150% above the 5-day average flow of 5,000 gallons. Therefore, the daily design flow would be 1,000 x 150°! = 1500 GPD over a 5-day period. Flows will be captured and dosed over a 7-day period as outlined in the flow charc below. Weekday DWF Daily Dose (forward) Storage Monday 1250 250 Tuesday 1250 500 Wednesday 1250 750 Thursday 1250 1000 Friday 1250 1250 Saturday 1250 0 Sunday 1250 0 Wastewater was sampled from the 2000 gallon kitchen treatment tank and the results of the sampling are as follows: BOD 800 mg/L, TSS 130 mg/L & FOG 12 mg/L. Based on these factors the BOD load on the POWTS will be (1.250 x 800 x 8.34)/1,000,000 = 8.3 lbs. of BOD/day The proposed POWTS design will have the capability of removing 11.3 lbs. of BOD/day. A soil test was completed and the results are attached to this submittal. An on-site was completed with Mr. Edwin Taylor of DSPS to address the fill observed on-site. It is our determination that the fill on-site has not been significantly compacted, is without redoximorphic features and is of a loamy fine sand or coarser texture. Due to the well-drained characteristics of the soil and limited available area I am suggesting the use of an at-grade component with a SLR not to exceed 1.0 gal/ft'/day for effluent #2. The construction of the POWTS will include the contir ued_use-ef the exis~tin~ treatment tanks. The 2000 gallon treatment tank from the kitchen will serve as a grease interceptor. The combined wastewater from the 2000 and the 1000/500 treatment tanks will collect ina new Wieser 1100/1800 pre-aeratioNflow equalization tank. Wastewater will be dosed to the Nayadic treatment unit from the 1800 flow equalization chamber. The treated effluent from the Nayadic will drain by gravity into a new Wieser 600/1000 stilling/dose tank. Highly treated effluent will then be dosed to the 125 x 10' at-grade component. Construction of the at-grade component will be somewhat difficult as it will need to be built from the end of the component. This type of construction will require extreme care and caution so as to not compact the soils during transport of materials over the plow layer. The installer must use a deep chisel plow to a depth of 12" or greater. The plowing must be done when the soil is dry and will not form a ribbon while texturing. Cate Rcad;ng Usage Ccrnmcn's 4/3/2016 0 instailec date 4/8/2016 4220 4220 Started reading 4/11/2016 4550 330 4/12/2016 5400 850 4/13/2016 6270 870 4/14/2016 7280 1010 4/19/2016 9870 2590 4 day gap including weet td 4/20/2016 10770 900 4/22/2016 12560 1790 M ssingtne 21st 4/25/2016 13490 930 4/26/2016 1431C 820 4/27/2016 15200 890 4/28/2016 16230 1030 5/2/2016 18650 2420 3 day F, -p induding weekend 5/3/20.6 19740 1090 `.;/4/2015 20780 1040 5/5/2016 22010 1230 5%G/2016 22770 760 i/9/2016 23180 1010 S/10/2016 24650 870 5/1=/2016 25830 1180 5,/12/2016 27120 1290 Highest dairy reading 5/16/2016 29080 19503 day gap includ ng weekerd 5/17/2016 29940 800 5/18/2016 30970 1030 5%24/2016 34930 3960 5 day gap including weekend 5%ZSi2016 3593(; 1750 35980 fot..l Ga Ions on meter 4220 First Reading 31760 Gallons used durirg reading, 33 Operating days d.rring reads ig 9&2.424242 Average gallons an operating day 31760 doudcheck Of gal ons c.sed, ii I SYSTEM CALCULATIONS USING SEPARATE TANKS Single faily resittence with bedrooms 1250 QED cesigr fl D,;, DLR (basal loacing rate) gaLtSQtday 1250.0 effective aggregate area depth to limiting factor inches ernc!g of distrlb,ition cell system area cross slope pe'cent forcemain length feet usng igcn SCH 40 PVC manifold and/or header leggtn NA feet -sing NA inch - SCH 40 PVC forcemain volume 20.5 alg Ions length of each lateral feet usin inch - SCH 40 PVC total number of aterals invert elevation fbottom of lateral i, orifice diameter 0.125 tenthslrches system e;evati distance between orifices inches or 1.5 `eet total orifices per latera 42 to:al crifices al laterals 84 lateral volume (each lateral) 5.73 alg Ions 17.22 lateral discharoe _ate system discharge rate 34.4 aeons ca culated at 6.5 distal pressure x 1 3 ft. vertical lift fee: friction loss in the forcemain feet caiculated at 34.4 gallmin discharge rate -DH (total dynamic head) 17.6 fee: simtee `Iter Inchon loss m nimum pump discharge 34.4 aom at 17.6 TDH (total dynamic head'; effluent pump manufacturer model number 15 x lateral void volume 171.8 aIQ Ions 175.6 actual dose (total-forcemaml rose tank model 1000 actua! tank size 1000.11 aly Ions septic tank model actual tank size existing alg lons manufacturer of tankis WIESER on;off float measurement 10 inches alarm float from bottom of tank 22 inches ga lon/noleldose Onfices per linear fool 1.5 <2.0 per linear foot 20% Design Wastewater Flow 250 5x laterals < dose < 20% DWF i YMCA 14 Seasons Day Care) I. Soils & Sizing: Based on soils observed on-site it would be prudent to use a maximum SLR <or= 1.0 GPDA12 for effluent #2. A. Wastewater Flow (water meter 7-day maximum) = 5,000 GPW Weekly Wastewater Flow (WWF) = metered flow x 1.5 = 7,50C ft'. Daily flow utilizing flow equalization = 7,500 / 7 = 1075 GPD Recommend sizing absorption component at 1,250 GPD utilizing highly treated effluent and a timed dosing application not to exceed 1.0 GPD/W 1.075 GPD / 1.250 GPD = 0,86 GPD/ft' actual design SLR H. Tankage: A. (EXISTING) GREASE INTERCEPTOR: 2000 gallons (kitchen waste only). Tank has an effluent filter installed on the outlet. Ensure manhole and cover terminate >4 r above grade with a locking device. B. (EXISTING) SEPTIC TANK: 10001500 gallon tank with ar effluent filter installed in the second compartment. Ensure manholes and covers terminate >4' above grade with a locking device C. (INSTALL) FLOW EQUALIZATION/TIME DOSING TANK: Use Wieser model 1100/1800 1; 1100 chamber - Attenuation and pre-aeration 2) 180D chamber- Flow equalization & timed dosing. a (INSTALL) one multi-flo aerator which will produce 3.6 lbs of 02/day for CBOD reduction and wastewater separation. Additionally the aerator will prevent the wastewater from becoming anaerobic during periods of low flow (holidays and extended weekends). b_ Install (2) Zoeller model 211 duplexing, timed dosing sewage pumps to dose wastewater to the Nayadic treatment plant. c. Pumps, timers & valves will be calibrated at tirne of installation and verified at required bi-annual ATU inspections. D. (INSTALL) SEWAGE TREATMENT UNIT (ATU) Nayadic M-2000A (upgraded to linear compressor). 1) M-2000A (See Consolidated Treatment approval letter) a Forward flow = 1250 GPD - controlled with timed dosing from the Wieser 3000 flow equalization chamber. b. Each Nayadic linear compressor will produce 7.7 lbs. of Ozlday. c. Total BOD removal = (7.7 Ibs. of OZ/day from M-2000A) + (3.6 Ibs. of 0;/day from multi-flo aerator) = 11.3 lbs, Of 021d ay. E. (INSTALL) STILLING/DOSE TANK, Wieser model W60011000 1) 600 chamber - Stilling tank for additional settling & to capture pinflock from highly treated effluent. Install a Polylok model 625 effluent filter (rated at 10:000 GPD) at the cross-over to the dose tank chamber. 2) 1000 chamber - Dosing tank with two on-demand and duplexing Zoeller 140 effluent pumps. III. Dosing Calculations: A. Wieser 1100/1800: (1100 Gallon pre-aera,ioniattenuation charnber 25.58 gal/in). Set timer to dose 26 gallons/dose 48 times per day (30 minutes between dosmgj 1) Head losses (elevation difference distribution late,als (highest point) to pump off) a G H = 5.0' - 98.00'- 93.00' time dosing pumps off. 125'- 2" 5 forcemain @ 10 GPM = .25/100`125 = 0.3 Discharge )ead = 1.0' Fitting allowance = 3.0' TDH = 9.3 b. Pump sizing: TDH = 9.3' at 10 GPM. Use (2) Zoeller 211 (sewage - see manufacturer pump curve). 2) Duplexing Sewage Pumps timed dosing wastewater to the Nayadic treatment unit a. Use duplexing Zoeller model 211 sewage pumps. Must field calibrate the gate valve to dose 10 GPM (total forward flow). b. 1,250 GPD/48 doses = 26.0 gallons. 26.0 gallons at 10 GPM = 2.6 minutes pump run tme to dose treatment uni0 48 x daily. B. (INSTALL) Wieser WLP 600/1000 1000 dosing tank (51" LL & 19.61 gal/in) Demand dose with (2) duplex dosing pumps. 1) Dose tank float settings. a. Tank inlet invert = 96.45' Reserve storage = 25" = 490.25 gallons. Alarm = 94.35' Buffer = 2" = 39.22 gallons Lag pump on - 94.20' I 'I Buffer = f'= 78.44 gallons Lead pump on = 93.85' Dose = 10' = 196.10 gallons (1250 GPD DWF), 20,4 gal drain back per dose 1250 I (196 10 - 20.4) = 7.1 doses/day Pump off = 93.00' Buffer = 1U' Inside bottom = 92.20' 2) Head losses a. TDH @ discharge (Q) = 34.4 GPM G H = lateral invert to pump off = 100,20'- 92.20' = 8.0' Distal (1/8" orifices) = 6.5 Forcemain friction loss = 3.1' TDH=(8.0+6.5+3.1+3.0)=17.6 1. Use two Zoeller model 140 effluent pumps (see manufacturer specification pump curve). C. (INSTALL) Control Panel RJR Model ALTD-2C2MF-ALTD240: I Duplex Dosing 120 VAC 20 AMP Flow EQ Pumps with Timer Enable Float (Low or On/Off). HWA, Lag (Can be optional), and Pump Test switch. Solid Red top mounted light and event counter. Power for M-2000A Nayadic Treatment Unit with linear Compressor Alarm. Solid Amber top mounted light. Power for 2 MultiFlo Aerators with PAultiFlo boards for alarms and a common Aerator Alarm. Flashing Amber top mounted light. • Duplex Dosing 120 VAC 20 Amp Effluent Pumps with T irT!er Enable Float (Low or On/Off), HWA, Lag (Can be optional), and Pump Test switch. Flashing Red top mounted light and event counter. D Z 6 p DL Nt UI` rn D Z D i N I 1 S, i' 3•• _ _ I ~I D 3 II + n I n fl 1 z I I. m _ 1 43° -I ; II o __---I D o I. K m II N I A J I m 9 :-o ° I A' II I I I i; I I r. v U-O~ < ~l 'o D r0 r0 ? O ire. Z F o nA V ~s >D,~irm~~x~~mf to - a O N D Cl O 2 :Z _'_O~ CZmy00D-n9 ~ zm x~ A V O V Zy fN)C ltC2 ~OOIp T=AOr yl D Ox m~© N A00 NC.~'!rFJT..'0 ;W z Z~ C:O C) VI N Z ~ D?y Drp~ L~yO pN[umN i VI ZZ U zi a W Np mm :A~f~I T. p W± C/) f O o Y D ~O;o = S Um VIOT D 00ouO O?O a o Dp N DrD 0> Of 0 rA'1 TI m i. w Z c z2 A<O O ut, tDn n\_ OA m T K L1 > ED;U C :ll v1 D > a F , r1 n D O m o o D 0 M, cm Z 7~7 C _O tip r 0 OD < 3 A r In D H n a T ~ i m D \ , T wLP,soo/nac WIE M F. "`P 4'-, PRE PUN SEfl COICIETE m SEPTIC MANUAL r. e.rz rc; .o 1:AL. ros- Fcua n1" VA f.l N HI:: K, 111 /b.l AERATOR ASSEMBLY Fig. 2.5 Foam Cap ~ ~ (Caplug) A r Tjbing Primary Sensor I I\- Sensor Wires l ~ Union ► I P.astic Tie ► Power Cord Air Pipe ► =A - ~ Aerator lee ► _ It r ?r2' Pluo , mpeilei ill r 278 Attach the sensor assembly (Fig- 2.6) with the union to the air intake pipe Tighten as much as possible by hand. NOTE: Be sure that the O ring seal is in the union half of the assembly. 2.79 Tie the aerator power cord to the air intake pipe with the plastic ties. CAUTION: Do not pull or stretch the power cord. To facilitate removal, a nylon rope or chain can be attached to the lifting ring on the top of the aerator. 2.80 By grasping the air intake pipe; carefully lower the aerator assembly through the center of the tank opening to the bottom. CAUTION: Be sure to keep the air tubing from crimping which will prevent air flow. 9 nev 1UtvU2 .J r J r. i I - Oi AI D`/r HIAIC H ,1 dRCI'r': j PJIdP'ERKRIVIANCE CURVE PER MINUTE MODEL 211 SEWAGE AND DEWATER ' c 11 211 J - Pret hlete's Gal 1 o:xs _ Is - _5 1.5 d7 ~ ill 'C 3.0 53 121 o u -t - 4.6 - 32 '.21 . 5 slit Off-0-r. 19.5 h. 15.9m1_ _ -r iris Y: fCl IT: 'ti) i0o 2& is t J ~IlIW PER RWl'I_ - Recommended for 2' pipe only di -y: TI L. r 1 variable level Float Switches available. I I Variable level long cycle systems available. Alarm systems available _I Smyt.SW Pco!ol 5".a, ql r r.- 1-n r r al' =n lour VdIn H M 1• pv ' 9rpie rir r _rural V. ve ~I I:rsn 1 ~':.~he4Jlyr .~n r1 l 1"-l _.T~ +h r ict Fr r clluI ;I L7 G . r,nnr mr r. ~rgl ] :ar ~ calal:9 cn '~AAY'^- .ara~a I x.-, fear . :N V ~,mpFcw,l 'Y-=F .i~ il'.le VlaSt 5 ~I.I oumf : ornc,:.la+r r Im,r>.lal rootllrinr6 a •eserr°. Safe:V'actcr i entginre uJ i•r1o the ~o SC] c' rver 7 g r7 pbhr r. IMIL r0' r,, e0Y !6Nl • I Z, a+n r:Y 41.rE-9 41 S4MTOli>d5GYI1n M11.C ROY•:auSnW.NV aV<'tr 'Y>r visit our web site: iS?2J !B LiP' ! jNY17 9[tl lydyP• Iqx ,f~; ]1d i61n www.zoellercom Your Peace of Mind is Our Top Priority- :ti GSGYr,pht 2614 Cceliei Ua All rgMS rrsnwcd NAYADIC INC. Aerobic Sewage Treatment Systems General Specifications MODEL M-2000A Treatment combination contact stabilization and extended aeration Capacity I lolding - 2000 gallons Treated - 1500 gallon: Organic Capacity 2.4 to 4.25 r BODIDav Efficiency 95'~'b - Reduction (BOD, -1 SS1 Aeration Rates 2710 cf.,''lb. BOD/Day NVcir Overflow Rate 50 Gal Ions ti)ot Day Compressor 1!2 HP, 1'+25 rpm. 60 cycle, I I5V Rated Air Line I" PVC Sch. 40 Diffusion DitIbser: disc plate bode wi snap-on Check diaphragm Warning Device Visual ; Audio-Visual Treatment Tank Fiberglass Construction Height 102 L%2" %vro Cover 133" with Cover & Lid Diameter 124" x 98" Weight 1180 lbs. Maximum Depth of Installation: 96 Inlet invert to lank Bottom. Inlet and Outlet Pipe Connection: 4" PVC opening Material Specifications: Polyester Laminated Glidden 4728 or Equal with uN°cr 33% glass content, Owens Corning tiberglas; 82i-I 21 1, Producing cured properties as lbllolvs: A) Flexural Strength - 36,350 PSI 13) Flexural Modulus- 1.49 x 106 PSI C) Fensile Strength 16,210 PSI D) Heat Distoriior temp 18' "1 i -1 ~ ~I ~_a ~ ~ ~ ' ,r ~ ~ i ~u' i ~a:.. ~ ~I WHIRLWIND STA-SERIES LINEAR AIR PUMPS 'A-hnwindnr linear air pumps have. prove, to be a performance Curves I LIPerlor rep acemnnI to' all 60-80-1:;0 rwrtel JWTIDS on 'he n+arket Ouiet wits !ow vihra0nn. the racy to install and mai^18,n• Whirlwind does riot equ.re lubrication or any tocls to replace the - included filter All Models Features a , • Lasy to Install ' • Quiet operation • i ight and cornpart • Inside threaded oullel pod 6-root power cord Motor Specifications `iotlsac, I .a 1 Xv, GCHZ' 24r.V o", TAf -N Models 1.7J Amp f a.6fi Amp ' sTA80N Mol,,I1 1.80 Amp 10.." Amp SLV CD%Iodns 1.5J Arrp/I 1•'1 Amp ```A°IJAI IM:.1] s !Fi'AIr JAfC!amp m.w Model Unit Dimensions N IT. `14.- ~ ~ I I g IS'N/,N,SrAS6•II7 s-16N, ST96:N1 I i ' Models STA60N, STA80N, STAIN Model STASOAL Unit Specifications STA60N STA80N STA100 STA80AL CfV 2.4 3.0 b.:) 3.G PSI 2.18 2.18 6,9 2.18 lank Site 500 gpm, 60 L/rnin 750gpm,80L/min 1000gpm,1001/min 750gpm,801/min Hose Bib Oversized Diapnragms 0 - -hicker5huttle 0 0 Integrated Alarm 0 Dimensions Yx8••x8' 7••x8"x 8" 8" X9.5 "X 9,5" 10"x 7" x 735' Weight 14.7 lbs. 15.2 lbs. 18.3 lbs. 16los. nq 'nr ,1.O 1e 4/y, el PO ac.n?. 'rn'r T: IWO.'pr ,,n. [•.x 63p.4 1-A412 Y•T 111,_1.-.•r,:,. 1.1 n~lil: nx,.l'I1. .vnY .r r' u.a. ,a, :T..: n. i 1 ti 3- S N a 691.. AS D Z HF OD C m 5 n c y~ A N O 1 N m :u p D r N C 5 I s- _ rm_, FTI I II I f V III ' ~ \ AD =3- c u - _ ~ c m T Z O D ~ r. r ti 00 N j 0 00 0 Z ll ~1 V ]J ti y z AN m pn 2 C) A 05`D nPD p~MM>Oc z jN t7XX V O Z 2nG N O QC f- ZG)ZA::--Z ? co C> T5: y °m° in -j m y D 1OC ">C> -~'J SS i,o N 0 07 NN T~ C N .UNy yy0 TZw mN.. N (n O K, ZO a V) 2 0A Zm C] I Nmrrrl'! tm0 Z m D m ti \ D N a:~ N, ° W ~ ti N J N A CD H p V\ A n Z OOO i~ fl D io ~nCL ~m m D : O o> p V mO Z DD mDm m0 O o0-D _ D z n N r-m 0 D Do ° m D n r T7 Lr D Cm D ~Z Dr2 rti D o " O H -I .ZI~m r_ Z A~O BOA N Q 0 n t T m n ° D In N '-1 0 c .m 00 Z U) rWi N m A X D C> 'O V1 p A o v me m Jp (1 F O O co z 0 c: a m C 3 n ? D H m m LI O m ibl. MN BY- RcF ll:,Atf 1,'4 " 1 C 'h' -I tlJti . = W1000/600-MR WIESER COACAETE ° SEPTIC MANUAL \ N'S G i~ ~IVn Iii VAIDEV Fh-r;. 'rd ter. Ja!t ]c co/C~ 1n_ fnL iu. ' t?Ui; JL~-d4~6 a rtt0~o-w f'7 '1 D ~ A .O fn W ~ •v I l ~ _L~~ Cl) N N = \ \ ~ r N \ :27 C3 c' c m rn 4t Z x -1➢ 7T i t \ m Oo0 (A U. Q-j /t, _ 1. ° cn a v P c to m c, - u rn 2 Cm A Z N coo x \\1 O 1 ' ~ ~ 1. ~ o ~ m m II~ m I ru m T y ➢ \ \ \ i m > X O In C y ~ mm t_ Z - I <i z r-~ ~1. I A O I i N - I - ' _ ~ to C I <J i ~ ~ N _ 1 _ l~ I 1 a' t ~ o I{{``r ~d 9 Q S~i fGn~~'. r= tSr~ ~ ~ 7 +ypR C \ N i I a u.3 r s x~ O O o y 11 it Y 1' O - T ➢ u rn ;o ov T : ~I v r ! I~V ~V 1 ! 1 II y ( gl AJI11 1l 11l y !'~~L i n O m A~'Jn n{ ° y r r., v l F r Iv P y+F'~. S`-~' I'_ rtr' < -TWry; h~~l~ u v JIB + ri lJ + r I .f m uv r tO ~ ~ Z D ~fv. / ! ,t l..% PIT VI r T A+ ( Ilr U~ p !~l 11 I llvl /;d -.Ply ~jjr .j m O fJ I T!n 0 01/'~1' ly✓~r~l 11 _rrv I~ ~rl - cn r. eAyl lil y Ir lV c..l y' ln! l~1 1 1111 } `V~ {t 1':. flf nl 7 Y Iw1 Av(y + + ? 17-' ~ ( I ~ 1 M (p tI ; a 1 ( Y~l,~ I { rFVti JJ>a^'v-.,=.rt- v'^^ ~ '("{I 1 6 C° ) I !~'I~~~l{N,116~~,'r,_ ~ll`.H~i.IF, I' v ~I y:.r} x'~Ix, l:'`, v ! !n, ~k ~lnN' '~V/ o. ~T- _ryg~ r ~f 1 11K I _ Y r J r. R. ICI I'. I lil •.II 11 -T I:• I It 1 q a l :I. ( _ u ~~III~I,I'II IIdC~I f; i,l. ~II I' I ! , I ~ ~ ~ III q~~ ~ I t ~I fI11 II:.I ~lyq I d ~Ile!'~! IT ~ 11 tl it IT 1, I Itl I J IR I ,I ` 1 III I J m 11111 v. + -'+I b I l I .J 1 I'1 + ~ 1 ~I I~ !{'I {I 'F ~v ~ _L~.; ~ p p f 'r rl (1 1ch1~ 1 1 I 1~ i I~ t. ` I I~ tllllr P f pp{II ~ nl ~ ISIS 4rj iJQ 'rtly {vii it 'II + I Ill 11, H' Il~~ 13 iU I I IIII I I~{ I IIII ~ II { I' I I ~ I ~ I IqI IH 1 V I 1 ~ II I IIII I t_III'I I !1 III. ~I!P ~IIY~..a..,,, f Ilfl1 y ~ ,~IJ 't'r -II I I{ ~ ~ I fn 1 tN ] P V Vy' T- IIr IA t> • sr 1 I' .Illaln .'.I ulll Ili I. IS ~~IiE9 ~I IlI '.I J Iii~Ii~1111m I, III I IL... I { I I I {DII~~~,,I~~ i oIIII" I'I'I' II oI I IT 'T 'T o hl II Il19GI'I I;I'71 JVVl9o y k - I , r,-t I , 1111 ~.I~I~.G II ~!,I~.::e if ,h d ~ `.I: ..I 14N1~11i1F1 I t . ~ Il I I, III III'.IP IT I III . I -I JII~ 1 I II'_tll~~hi !I ftGv IT II on I~ PIS I 71 hIId; IIIIII 111+of l III II 1 IIII ill gill '~1 Iit . 1 11 Fit, ll_ 11 1'1 I it { 01111119 aP .P::I I I VIII, I AN I I p l CC l _ 7Y~ 1r r 11., 1 LA,; F - PUMPPEftFUitNAN DF2 i1NU"c ..r MODEL'40~414C 1-i- LULN` AND DEWA7ERIN! nlD..)EL aa414c- . - - I - r C )An nr' Gal .c^ i C s 35 ~~20 l A _ 45 - - T- - r(1 1 ana-- v 45 ) ➢iG -1 r 1~1~•~ 11.1 4U 54 ?23 ns - 1L eq its J5 it :5 1sA - )J 4 I;; C6 - r f rb1 wo ire 19 Y 1. ..Ir.. yM'!.. a. r a ' 5 l 4 _ r. 4 I t .v nu !U Y: fat ~AlliN[ i if U nt ' alm • F. n/I+fu VI\plr os>.m A r ' Etedrical alternators, for duplex systems, are available and supplied With an alarm. i ~1 4$ • iaechanical alternators, for duplex syslerns., are available vnth or without _ alarms Control aanm systems are available. Ifni 1 phasc pumps useo in simplex system. Sue FPA0732. • 'Jariable level control switches are available for controlling single phase li systems. Ucuole piggyback vanable level float switches are avavable for variable level long cycle controls- ~.4 Sealed -Nik-Box available for oxtdoor installations. See FM 1420. • Refer to FMOA06 for appl caJUns _iDo',(e 135"r fWC.} _ 14014140 MODLLS Control Selaction I. r .n r n i;.r,. ~ ti a o ,r_•: IF :.L r . -I S_ul v. 1:n Model . Model Volts-Ph Mode Amps ' Simplex Duplex 2. G See ee FhAa_2t1228 f for orcorerecrerit e emoorts e kr, car-.c r r hLbr 1. elf s r {dr= i , L_'40 N4140011115 1 ' Non 12.0 1 r,• 2 3 3. £ee rN0; 1) for correct nde d, I J, F 140 E4140 l 230 1 Non 6.0 + o- 2 3 BT40 B\4140 115 1 Nor '2.0 - = Au non' 9=140 B_4140 230 `Joe 6.0 'Singin piggydack switch included. For unusual caicitcns a rese:',~e saL^ty'actor is engineered nto t^r tlesyn a` e:rNy icelld porno. 'j Wig' us t1r xr A0756 7aV r ~ r SNP to 1615 f~ rrra,f r'i sr a.Rl W21r N-• S %y✓.~N Az 1 . //r ~uwa' zrcr 7 FL/~~ 1501r Pt i• +.j vY uur httP7wrw.zoeNri.ccrr AL~ n „4 Ci. `Cagyfir: n', ~,Y1J/net= C., AP ri,hta u_ ~.ra=r. OPERATIONS & MANAGEMENT PLAN Owner/Agent POWTS Maintainer Gee Tech - Chippewa Falls, WI (715) 577.6838 Local Authority POWTS Installer _ SYSTEM SPECIFICATIONS The components of this septic system are in:ended to serve a daycare facility that operates weeKiy Monday through Friday and is closed on the weekends The wastewater flows were estimated us ng water meter data collected by YMCA staff. The POWTS absorption componen: is being sized for a maximum design wastewater flow of 1,250 GPD. The components include ✓ Existing 10C0f500 septicrseptic (wth effluent filter in 214 compartment ✓ Existing 2000 septic tank with effluent filter (serving kitchen only) ✓ New Wieser W1100,0800 Pre-aeration/flow equalization tank - (1) Multi-Flo aerator for pre-aeration ✓ Nayadic M-2000A aerobic treatment unit witn linear air pump ✓ Wieser model W600/1000 stilling basin & dosing tank - (1) Polyiok PL-625 effluent filter and (2) Zoeller model 140 effluent pumps) ✓ 1251 x 10' W effective distributor cell within an at-grade corlporenl ✓ control pane; (see specifications) 1000/500 - SEPTIC/SEPTIC TANK & 2000 SEPTIC TANK The tank shall be maintained by an individual who is ced Pied to service components inside the :anks and perform pumping of the contents ,ender s 281 48 Statues. The contents of the tank shall be disposed of in accordance with NR 113. Wis Adm. Code Assess the operating condition of the tank at least once a year including the inspection of the effluent filters. Maintain filters as per the manufacturers instructions. • When the combined vol.ime of the sludge and scum equals 1/3 the capacity of the tank.. the content l will be removed • Monitor tie sludge levels in the tanks annually • All risers, jo.nts and covers shall be inspected annually for water tightness and soundness • All access points larger than 8" z, are required to have a properly wo,kirg and effective locking device to prevert both the accidental or unauthorized entry :rto the tank. W110011800 - PRE-AERATION/FLOW EQUALIZATION TANK p Multi-Flo aerator (2; Zoeller model 211 sewage pumps - Alternating duplex time dosing pumps. The tank shall be maintained by an individual who is certified to service components inside the tanks and perform pumping of the contents under is 281.48 Statues The consents o` the tank shall be disposed of in accordance with NR 113, Wis, Adm. Code • All switches, alarms and pumps shall be tested & calibrated bi-annually to verify operation • Assess the operating condition of the tank at least once a year • When the combined volume of the sludge and scum equals 113 the capacity of the tank. the content will be removed. • Ensure sufficient aeration and verify suitabil ty of all plumbing and electrical fittings & connections • Monitor the sludge levels in the tanks 3-5 years. • All risers, jo nts and covers shall be inspected annually for water tightness and soundness • All access poirts larger than 8" , are requ red to have a properly working and effective locking dev ce to prevent troth the accidental or unauthorized en:ry into the tank. NAYADIC M-2000A • Aerooic treatment unit and linear compressor The Nayadic NI-2000A shall be maintained by a properly licensed POWTS Maintainer or factory representative who are certified to service the components T ne pumping of the contents of the tank sl`all be performed by an ind victual who is certfied to service components inside the tanks and perform I purnprng of the cements under s 281.48 Statues. the contents cf the tank shal be dsposec of r. accordance with NR 113, Wis, Acm Code • A minimum of every six months an inspection and.ror maintenance report shall be competed and submitted to the required agencies. • Follow the gu delines outlined in the Nayadic Manual • The Nayadic shall be pumped when after properly co:iecting a sample of the contents the settled sludge exceeds 50%. • Inspect the linear compressor every six rnocths (refer to manual) filters (clean or replace as necessary) housing and air lines fittings for signs of ovemeating a r leakage in fittings or air supply line excessive nose or vibration moisture 8 cleanliness (poss ble flooding or direct rainfall) air flow with gauge (minimum 3.0 CFM) carbon vanes for excessive wear (replace as necessary) • Check alarm system on all units. • Verify dose volumes from surgelequalization tark. • Verify equal dosing to all units. • Verify proper effluent quality • Nayadic equipment has a one-year limited warranty from Consclidatec 1 •eatrrent Systems Inc. Assess the operating cori of the tank at least once a year. • All ~isers. joints and covers snail be inspected annually for water tightness and soundness • All access points larger than 8" are required to have a properly working and effective locking device to prevent both the accidental or unauthorized entry into the tan, STILLING BASIWDOSE TANK (W60011100) (2) Zoeller 140 effluent pumps duplex demand dosing pumps The dose tank snail be maintaired by an individual who is ce,tlfied to service components inside the tanks and perform pumping of the contents under s 281.48 Statues The contents of the tank shall be disposed of in accordance with NR ' 13, Wis. Adm. Code. • At Star. the dose tank shall be fi'I with fresh water or treated effluent. The pumps will be turned on anc the laterals flusned (with threaded caps removed). After fishing the aterals the threaded caps will be replaced and the distal pressure recorded at the end of each lateral through the 1/8" orifice in threaded cap. • All switches, alarms and pumps shall be tested bi-annually to verify operation. • Verify equal dose amounts to Nayadic units. • Assess the operating condition of the tank at least once a year. • When the combined volume of the sludge anc scum equals 113 the rapacity of the tank, the content will be removed. Monitor the sludge levels in the tanks 3-5 years and remove contents when sludge level reaches 6" • All risers, joints and covers shall be inspected annually for water tightness and soundness. • All access points larger than 8" 0. are required to have a properly working and effective locking device to prevent both the accidental or unauthorized entry into the tank. AT-GRADE PRESSURE DISTRIBUTION • Inspect the observation pipes for ponded effluent every six months If %4" of ponding is observed it shall be reported and monitored on at regular intervals. • Flush debris and solids from laterals every 18 months through turn-ups at end of laterals. If heap s higher than start up then completely flush all laterals and calibrate using same procedure at system start-up At Start :he dose tank shall be `ill with fresh water or treated effluent The pumps will be turned on and the laterals flushed (with threaced caps removed; After flushng the laterals the threaded caps will be replaced and the distal pressure calibrated at the end of each latl through the 1r8' orifice in threaced cap. i~, 1 " EFFLUENT SAMPLING (DOSE TANK) • Collect grab samp.es for BOD, 1 SS F O G and verify adequate treatment cf the wastewater annually • Grao samples shall be taken from the clear zone of the dose tank. • Sample sx months and one year after start up then arnualiy if design requirement are being satisfied. FLOW MONITORING • Monitor & record flows weekly via the water meter • Flow numbers shall be compared to what is being treated by the POWTS. Comparison of data will verify proper dose vo:umes based on event counter and pump run time meters in the POWTS control panel. • Meter readings shall be collected and retorted monthly CONTROL PANEL • Check all wiring connectors and make visual inspection for signs of deterioration every six months. • Verify proper operation of all audible/visual alarms. • Record run time meters and event counters • Verify the telemetry system is opcrating properly This system shall he operatec in accordance with SPS 382-384 W is Adm Code and shall be maintained in accordance with its component manual (SBD-10691-P IN 01!C1)) and local and state rules pertaining to system maintenance and reporting CONTINGENCY PLAN If any components of the in-ground component were to fail the following will occur. • Pump and haul all wastewater until failure is corrected • Instal replacement trenches between existing trenches • Ale additional or different pretreatment devises to eluvenate the existing trenches GREASE INTERCEPTION The grease inte•ceptor shall be maintained by an individual who is certified to service components inside the tanks and pi pumping of the contents under s 281 48 Statues The contents of the tank shall be disposes of in accordance with NR 113, Wis. Adm Code • Assess the operating condition of the tank at least once a year. • When the combined volume of the sl;idge and scum equals 113 the capacity of the tank, the content will be reroved- • Monitor the sludge levels in the tanks a minimum of every tnree (3) months. • All risers to nts and covers shall be inspected annually for water tightness and soundness. • All access parts larger than 8" V are required to have a properly working and effective locking device to prevent both the accidental or unaL,thorized entry into the tank WARNING SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OF OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ~i e o Yom Sin Thrm a Sri &aFm E)mn ech ($88) 834-PERIC Nayadic ATU (Aerobic Treatment Unit) Service Contract Contract Date I Model No. Owner Name: ; cc.; rr^-n Owner mailing address: 1. 1 he POWTS (Private Onsite Wastewater Treatment System) owner(s) agrees to file a copy of this contract or make available for inspection to - hereinafter called the 'municipality Physical location of the ATU arnoe I:nve - Hudsor. WI_i Township & County: son Township St Croix Counh _ Facilities Manager Contact info k. ArileS (71) 577-1497 (ceIIU1,-:- roz,il' 2 1 he POWTS owner1s) agrees to have the Aerobic Treatment Unit (hereinafter called "ATU") serviced by Goo Tech Soil & Site Evaluation, LLC (hereinafter called .'Geo Tech') or a licensed POWTS Maintainer (heremafer called -Maintainer'; and guarantees to permit Geo Tech or a maintainer to have access and to enter upon the property for the purpose of serweing the ATU. The owner(s) agrees to maintain an all-weather road or drive so that Goo Tech or a Maintainer can service the Al U. The owner(s) further agrees to compensate Goo T ech or a Maintainer fur all charges incurred in servicing the ATU as mutually agreed upon by the owner(s) and Geo Tech or a Mattaner. 3. Geo Tech agrees to submit report to the POWTS owner;s), wh ch has signed the service contract for the servicing of the ATU- Gee Tech turther agrees to include the following in the report. a The name and address of the maintainer responsible for servicing the ATU. b The name and ownerts) of the ATU. c. The location of the property on which the ATU is installed. d. The dates on which the ATU was serviced. 4 This agreement will remain in effect until the owner(s) or Geo 1 ech terminates the contract Geo Tech may terminate this c:oviract at any time for any reason with (10) written day notice. All fees for servicing this AT( will be billed at current rate by Geo Tech at the time service is provided. All fees are due to Geo Tech (15) days from service date. In the event of a change in this contract the owner(s) agrees to file a copy of any changes to this service contract or a copy of a new service contract with the municipality named above wdhin (3) business days from the date of change to this service contract. l:we understand that by terminating this contract with Geo Tech may void pat or all of the product warranty. The 11091 30th Aveaee • Chippewa Falls, WI 54719 LOCAL: (715) 723-5555 FAX: (715) 723-7535 w w w. w a s f e w a t c r p r o s. c o m eU Yom Sox Tins a Senc DEmN Eimn ech owner(s) further understands that failure to properly maintain a service contract at all times may result in fines, legal action arid/or eviction from the property (Additional inspections and7or servicing will be required if warranted by the system operations) 5. the required semi-annual inspections include (but not limited to) the following a. Wastewater testing as outlined m the 06M Plan approved by DSPS_ b. All mechanical components are tested and calibration verified. All treatment !anks evaluated for I SS and proper operation. d. Control panel counters and timers are recorded and verity proper operation. e- Inspection ports in distribution network (absorption area) are evaluated for pending & In the event that the property described above is sold or otherwise transfers ownership, l1we the undersigned do herby agree to inform the subsequent owner(s) of said property of the existence of the ATU. this contract and the obligation of the new owner to continue with a service contract. I7we will furnish the name. address, phone number (and all other contact information) to Gen Tech or the Maintainer. 7. The homeowner acrees to provide the municioahty with all meter readings (if applicable) wastewater quality and service data as required by WAC (Wisconsin Administrative Code) and local ordnances. 8. A POWTS Maintainer is an individual licensed by the Department of Commerce to service all types of POWTS in Wisconsin 9. This agreement shall be binding upon the owner(s) the heir(s) of the owner(s) and the ass,gnees of the owners). The owner(sj shall submit a copy of the maintenance contract to the municipality. 10 In addit on to the inspection and maintenance, Geo Tech will replace all worn or damaged parts as necessary to maintain proper operation of the ATU. The cost associated with the replacement of any and all parts or equipment shall be the responsibility of the owner(s). Geo Tech will attempt to schedule service ore week in advance which will be provided during normal business hours 8 00 am - 5.00 pm Monday lhru Friday (unless otherwise agreed upon or required). The owner(s) and/or tenant(s) agree to the following a) Follow all manufacturer recommendations as outlined in the Nayadic Owner's Manual (optimal performance can only be expected 0 the requirements outlined within the Nayadic Owner's Manual are followed). b) Provide manufacturer recommended electrcal requirements to equipment. c) Not hold Geo Tech liable. in any event, for any accidental or consequential damages to the property or the AI U in connection with serJiye, parts or labor . Owner/Agent authorized Signature: ✓~/~J ` Date: Owner/Agent (printed name): U ' J / 111 POWTS Maintainer Signature' Date: 1 POWTS Maintainer (printed name): 6~// , ~~f b 1INI 2Mi Mown • (Iiilqmr, Fdlc, MI $1721 • 10(Ai: (715) 7235555 •FA%: ;7'!:723-7535 • rmw:.w~h w~lerpros.ccm