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HomeMy WebLinkAbout020-1148-70-000 (2) v%nsccnsir DcFm:mC•lof +;amme•cn PRIVATE SEWAGE SYSTEM St. CrOIX Safety anc Bu 1 T Drvi~.O° INSPECTION REPORT Sar,ry Permit ND 605198 GENERAL INFORMATION (ATT ACH TO PERaan) State Par ;D NC P?'sonai Infernal en yc.. Oro Is -ay ce used fW seoonoary DoricseS IP•ivacy La'n 5'h CA t11tm;Q Per-'t HClcers Narte. City Village Tu'arsNio Parcel Tax NC Robert & Priscilla Peterson TOWN OF HUDSON 020-1148-70-000 CST W elcv 1 nsP. 31.' Lees BM Desct pticr. 5r•Ctor.•Tq&n:Rarge.4d;:O ND /Oil b M `1, 65 'ki, 33.29.19.795 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI rS f-LEV. Septlc , Beri&matlk d ~O0 Kt Z • Z ~ 2 l Al GI 14 Bldg Sewer` Lk Hold rg Sum Inlet 1 8 ti TANK SETBACK INFORMATION Su H: Outlet u 7' 4 EAera~on P:t. 1'•:CLL BLDG en: A • aawz ROAD plldnlet 5'f 6 ! • 97 Z 56 / 78 ZO Dt Bot:o•r. IV S, 57 5d 1 do 4 r / Heacer;Man. ..7.7 91• y0 T Dist Pipe 7•.7Z 9 . ~O _ Hot System g aw-7 9L - s PUMPISIPHON INFORMATION F ral Grade 5.7 totanufacturei Demand S: Cpv l GPM "V411 16d, 3 lD Model Number TDH C lon Loss Sys:er. TDH N Emcahain Dis:. is V.'ell SOIL ABSORPTION SYSTEM BEDORENCH dtn Le-41 No O'Tiwiuhzs PIT DIMENSIONS Nc 01=M1S Ins tle b.a. '..~q,.d Depl't DIMENSIONS 3 g(o 9Q Z _ SETBACK SYSTEM TO P!L BLDG 1VELL LAKE;STREArl LEACHING t'aruraoturer/1,t INFORMATION _ CHAMBER OR Ft'"' A /±u'C1Sy> em /1 ~D~ UNIT I,Ac1Y.har' S t L DISTRIBUTION SYSTEM a 77 J 2 FeadcdMa.ru 7,a:rut,nn ti dale 57e x Hole sFamng Veu fir h e Lcnyf'. _D~a length in Spacing -4- 1 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Oec. Deep. Ow! xx CeFV' DI x:a See0ed+SDU7CC xx Lau once lietl: "'e'ch Center 2 12-, Uen: frenchpso.l~ --ft.,12 Ne yes Vo COMMENTS: ;Include code diserepena.es, persons present, etc) Inspection #1 Inspection #2 ~ e'•r 5 Location: 51f} PA-IN OAKS CCIIR ~ y 0^ I.: At RM Dese'iption - v ( ) I / r _ / , 1 1 2 Bldg sewer el = AA_ / _ arroa.nt of cover = /1 h0 Plan revision Requ red? IL Yes XrNd - L V Use other side for addifona' information. DA:e In$eDCle ~'gnai JtC ~ Ocrt. NO - Hrv-a~tS> 1400 E Wmskugft Me P.O. Bn 7162 57 C ?0/x b\ SEP 21 2018 M2diM nmm-7162 SUMNS'"(a achummbyCO.) (Or) 51g 8r $attiW Permit Applicatio Seine TFaoeeam Number "an ~&3dM3kwa . dra, cam a the legoned wiara loc -'U!k the OvwWMA L m aoo„dslds.a iNy.d P o4r aW sa cYiomIs 1 Pafloel ; yae a be Umd ~ Armes (if dam A &m 01,6 ba,) wiW tlt [dw . Sbdc L Anvelr n° FIGN"°''iesMi. c5rtw.e~ e-A6P -i✓v<n OwKe•,N~e ~ ~G[ RT ~RI 'X`/LL7t / row 0 Property owner`s Mm' Adana 0ZO Z/ 575 m L~ CK I KCC£ Pmpaty luadw city, sl.a Zq Cad, gRen Nueper (sort La _ o,a' I c s - n• Typo of 0/ 4kz- ?65061Z cild ~ 3S (desk an ur 4114 art F+mdr nwuies- N=ba d saar'Nam Nae ❑Rubmc..laei,l_D..*.Ue I4~ . _ Cuu~ s o~ ❑Saa Owad-Deealbe U,ecsm Naeber ❑cdpd ❑ VAIW f bL) fz Towed -wa-E,--s-aw- FIL of 0. O PC NNW (Cbwk lie A. Gwpkteurge Hoye) Swam IaPWmn K SyM m TmalmeaRiddwg Tank oVW.,m 0* ❑ 0ee1r Mo660d m to awh%sya~ *0.e R. ❑ Pa Raewd ❑ !Wind Revitim ❑ Bdhrs Bql¢miaa 0-wormoter ❑ Ptmw Tnodea N,w, LAN Fieviae Peed ud Olle `d Ciudad dog o.m~. _3 SYSJ L -u,.-y3 Naa•Heetaimd XL. 'wid 6-c.alad ❑ At-G ft ❑ Maatl> Zt it dw:able oil CnV®m (eap►+o)/ LL- ❑ ❑ Mwd <?A o. d+ce,ble_ L Dem4p Row(pld) AnnIg pdq; Plaee~lwl Deriae (e~leal) T ~1Y~'lf~ 1 00 neRr, gad A°°1ry°°°° Wall l* VMd bee Regmmd f) L VC TW. 1'& G. / 55715- R f sy*m Bcvaoae C Y~.l 9.3 p D Gd i, Taal ,d clae. c.Nan ' Nm Teal, Fdref Tmb uoia i4alk 'Np L r l ~ s411 q.r r 0 Oct I~ FILD~<A7-4e-ADD Fu i m 1b.:.cti.e: 1546 wrE7E -El15T/.I v >C vn. ) Plalbe,'e Ne 9$1 flebMWr at me po" aewww pa aalaeaed pawn. A)G ` N m~Q RI®Yd Alm, NI~bQ •Ad~(Seeer, cay,8Mg7;p if 2.Z4D.3~ 7~5-779-2854 05 t(( E ST CAC7T ((jl ~y 72 No I rein l nre ni. .va. Rs Rr lam.l S 5 • C, Rle v ~ 1. Eepl .fark, e~YluVn: ldle- .nd ceb -usl it k 3l4w! . / _ic s - ,tG V 2. N lmll~eRlp/y plan P4IK eI uY Mllbe OY~ r~i0k I'gl'11rarfnlil4 mwl In1 r'jx& 11.c i Mc Anna per. sr dr elo>•r.a.raur C+b arb ew,'R.er d ar, N a l i 1.,1s {e,1~ SRD-6398 (R 08/14) Plot Plan Page 3, of y PROPERTY OWNER:__ ,err.- z f 1" 40 FF. (except where noted) Legal Descripbon: ' 1"; G C O V nr r"v J f y: I I T 6 ? - frackliee = Pit North I l F Q t ~ yyg._~ _ r a :wr Site location. _ ar q - `,v,_ _ In-Ground Gravity Plan PAGE 1 OF 4 Index & Cover Sheet Canponerrr UWwaf OersW Raft wxw Version 2.0. SaD-10705-P (N.01MI, k 10112) Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross-Section & Plan View Pg 4 of 4 Management Plan Attachments: TARt- WrcR sacs POWTS lication for Review T4uy- s Soil Evaluation Report & Site Ma >07(C TAn:K Aaoe-&t-AeA7-0 Project Name / Description Owner Mama(s): _ BE KT Tkt Sc lu,~ i TEKsC,/ Phone: 61 Z _ 9b5_ 61,,12 Owner Address: X78 Twi,v C4K clKCtE- 4- AI zip: ~ol(o Project Address: `uA4Ne Govt. Lot: x_1/4 of se> 1/4, Section 33 TP~ ~ u b se tit . T z9 N-R 19 E Q or W~J ~ County: 5r c Ron)( Project Parcel 10 s C20-1149' _ p --/;Cc Designer information Designer Name: ~u~►'cKT Phone: WS' "-L?ZZ DesigierAddress: 28"~I97 K~~ ~I~eTHURS C+ naua tai ap: x`18.'90 E-rnaY: hollrt{rrde This Ucense Number: _ i m - 00 7 Remarfts:~'` A DD F 1 L:T M1Q F~ S'{G GALLAV 7 fWK 7h WARY Jo MuPpmr D iE6g , piv1 Sigrntm: aa:.a - Date: 9--/ 'e-V? mor. Plot Plan Page 3,o y PROPERTY OWNER: TQf-i- 1° = 40 FT. (except where noted) Legal Description:- LOrt 9, CO U AM, Y %J O E ' ! LL A(c+E n/ w1/4 OF THE St=y4, ~ - kKkhe pit 33 'N. /qt~1 fnwlJ DF HU b. / c ter, ~o•r rcr~ .'r Z, 300 A0 K~ -/"-C;c North U' -t 146:. I ~ ADD.S=loTANKw,r°RaClr ! L. I ~ $ 5*M0~ ~ ~4 or /OJ✓ y Ze All 70 4 -If DP 5IL& •15pt~ , ~'r IXjF A5~uM -D I w 1 tI 1` 1 Site location: 6 Stti% (-'T N t I IN-GROUND GRAVITY DISPERSAL AREA i,ftc~~~,EP Uniform Elevation Trenches with Quick4 Standard-W Chambers F(i5714GswftT„a(.tv&-*): ADO14 34t Trench (down-sb*V credit) _a+ -9 I A- 777M 17' crnEa ~ TYPICAL TRENCH CROSS SECTION VIEW wa + p (No Scale) s z 9.J.S~J e sepsatbn helr 6a dm. 3 (trplcao ourea d' ~d Eno Cap ae....m~ (typtrrq (Stn. lor;aepn of fMW aelet pipe pamerborr m plan Na.J m. TYPICAL TRENCH PLAN VIEW r~ (No Scale) ---yr-------ter--- D B= v(G R m ( \-Oukk4 Stendwd_W Ct nUm W INSTALL PER TRENCH: (dam 0 y yzL. neaaa~avsw.abu -n - = Qu(CM Sid-W 0 20 K EISA dwrb r z H lO q• urea P..~Y bnvuora.✓s bor. A + _---Payselendcgna6i'EISNpe4. iz fe z • Proposed EISA pg yearn' ie ReOrfrtd Metbaepn Arta. a51r971t1IW1 OAetltod: X benches = Proposed Tow E1SA = 7y re ti: n ce ~n 1,5 7 1P, S') i54 l~Gu(pa-L) Rs7 /54{ Z= 26 WViT v#3 14-'V7T5 31X tin;iT-,) ToTn- ys I,v(1/Ts ~()3'n8s`~~zµATS) In-ground Gravity Management Plan PAGE 4 OF 4 ~RTANr- The owner of trrs h~rowrd try $yaterm *W be raepon-b- for ifs P-P-b ai "-tin and mahoanence pursuant fn Wfiac. A&*,. Cods. P,saua,N ID 612S 383.52 (21 WOr Admm. Code. uts sysaerrt Shan be cGrasidered of MrhZ Furtherm"V-A8 4 hspectioo and hazard N not mair"Ined h aawrdance with Bas aPPr~ed management plan. acoordartoa M SPS ckm MWMMWM activities shall be Performed by a regWerod PoW1S MainWner in 383-52 (31 Wisc. AdmiL Code. W><hnun Dlaow~d Arm OtosaBrre t 6rra.: Design Flow a (mac)o ON; B0065 220 mgL-'; TSS :5150 mgL-'; FOG 5 30 "L•' hsoertien s ir" WSPECT EVERY 3 YEARS o type of use o age of system 0 nuisance factors (is- odors, user compleirtfa, eta) 0° medranicaf malfunction (i.e pumps, vakim switches. floats, etc. rne6WW fatigue (io., Peeks. breaks, oorrceior4 eta) ) 0o sofWs volume In anearow beearerr tank(s) and any disbfbupon ne9lea or improper use (i.e., exraedmg design gPaofes e" lce (Le., disfnbu5cn / drop boxes) dosing prohibited activities, etc.) o exserk of Pending in drstrMuaon oe6 prior to pran o dosing fmegrrarlties _ 9 appocabia (Le pump m o electrfcai comPprents - if applicable •cY 9• foes snitch seoirgs. enc.) ) ° distdpr "I I lateral arnica f> Wng (d , alar^s eia ° antaoa dfacharge d 0AAW t or sewage b8a-uP irro llr d ~ W'aesere - compare to design specification) 1111ainla3M!9 MAINTAIN EVERY 3 YEARS (or when necessary) St" be by Gar 0 Stella. wham the farrt~:► Pu a ~ servicing oponsior foensad under s 281.48 Wis. ae regrmed by kmo ordnance- D*,*, Omkx la shM bed (IM tfi Nord valrawa of the Lrrlt(a) or Volume Of 00111dia In Ive Unke) ,ads o E1Nrtarrt su..a.r Pr+aurR to NR1 113 Wiaa Admin Code. a a s t rg c Years and shay be deemed noun naoaaaary b strove any rr)ortNrs. A servnarg Period VA strays be Beeler than 12 accordance trifh SPS 383 ASS Wisc. Mean. Colo- R"Wrtm on ~ or MaWatkm ~ govanur tm In Name of Uldviduai or cWgWrj r - phone: i/S ~gO"~r~~C►enlx. CO~untuaiiTy p>;r1ECl~y_ ,anEly-r phorte:_ 71S 3$(0-~(l~i? Local 90Ven"W4 Urd address: Hu DSOiJ JA t:L TIP: Any dobdive Cade. Rqw or ot> WW be reperred, replaced a removed ptuattertt b SPS 38&61 (1),1Niac Admh No pmdttct for rlretrrk8l or f WSW rant moon of Po be ~ ~ Wp by deperknoi t acoadence wQh SPS 394. Wier- Admin. Coda. COrltlnaaney.0_ PIM --2+ mpler aftnood to t rent a of Oft POW M carrot be repaired. it shat be tepiaced tx ,,M W abandoned and repiaoad by a d agency for r8 review dispersal and mnr approvaL In failed "VOUd dispersal ow ponent may be porerr In a pre-dalermjred area of 8rrtabla sofa. 9"fmm AbarWogMe at tf USe of 1f d3 POWTS is d6=*wW. it WW be abandoned to acoordstca with SPS 383.33. Wisc. Admin. Code. O Ck4. The Quick4® Plus INFILTRATOR'' Stan01:1r,,1 (~h.a.mber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. rqr 5 1 This chamber can be installed in 16 a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contourng capability with its Contour Swivel Connection M which permits turns' up to 15-degrees, right or left. It is A also available in four-foot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 = ' ='r benefits: Endcap, and the Quick4 Periscope Two center structural columns offer increased stability and superior strength are available with this chamber, Advanced contouring connections providing increased flexibility in system rnw n it :l ,,i, Latching mechanism allows for quick installation Four-foot chamber lengths are easy to handle and install Supports wheel Ic Strength - Sri%• ~ ` E•' ~ _e Size Quick4 PILE 34"W x 53"L x 12"H I Benefits: f864 mm x 1346 mrn x 305 mm) May be used at tl Effective Length row for an inlet/o 48" (1219 mm) installed mid-trer Mid-trench connf Louver Height construction of c 8" (203 mm) center feed, as a in',erting 1 the e, ' fr u' 11 Il, r~illn~Il A~i~l r~~l I~~f l~l tltiall s i Iji A.III 1. ~I ,'vIt '.Ib IIN 1 I.l'~~10`' EFFECTIVE LENGIH r::(L.9IWIifal ru: ,Ira. -;:ING LCGVF:;Nr. 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M IiJDIZ mswwl. PM1tlnl it U.SA owisioN or INDUSTRY SERVICES Po Box 7162 6AADISON WI 53707.7162 S P r tnAaN Th,N.yh Rdr hOplrGsm.wA.goNOrogMM$AndWry.3t ~ wMw.wiatorlgel.Wv _ Scott worker, Governor OS, 2U 1_-$ OaW ROae, $ecreyry ",a _y CLIST ID No. 1316956 DAVID LINF7 GOVT AFFAIRS DEPT INFILTRATOR SYSTEMS INC ! ?,'S INL S PARK RD PO BOX 76R _ Identification Numbers I T~.""Im.Jorge. 1Si422d D No. r, .u:,r:piia'c i.EHCNING r.;HAWIHI-N PIre as rev Inboth dcMificahon numbers. u'a°ctacturer: INF11 TRATOR SYSTFMS INC above, in atI rnr eels nAence Willi the asutc . ..,.c,:iuct Name' QUICK4 PLUS STANDARD, CX11CK4 PLUS STANDARD LOW PROFILE (LP) L t_ACHING CHAMBERS AND END CAPS (trans. id 2534224) ?al x ei idtrrr'~e r~UICK4 PLUS STANDARD (INCLUDING QUICK4 PLUS ALL-IN-ONE 12 ENDCAP V"ITH TOP, END. OR SIDE PIPE INLET CONNECTIONS USED SINGLY OR IN `AMS AT ENDS OF CHAMBER LINE, OR AS A MID-CHAMBER LINE -;NNECT"OR) AND QUICK4 PLUS STANOAHD LOW PROFILE (LP), (INCLUDING ;UI%K4 PLUS 8 ENDCAP WMI END PIPE INLET CONNECTION USED SINGLY C iN PAIRS Al ENDS OF LINE: AND QUICK4 PLUS ALL IN-ONE 8 ENDCAP 1,(;11TH TOP, END, OR SIDE PIPE INLET CONNECTIONS USFD SINGLY OR IN .-AIRS AT NDS OF CHAMBER LINE, OH AS MID-CHAMBER LINE CONNECTOR) i IiCK 4 PLUS STANDARD, DIMENSIONS; 53.0 IN L. X 34.0 IN. W X 12.0 IN H; 0P,X. DEPTH OF BURY= 8 ft. NSA for chambers with or without fabric = 20.0 sq. ft./cliember, EISA for QUICk4 "kr, All- n Orte 12 Endcap installed at the ends of a chamber row' = 2.6 sq. IL/end ip. EISA for Quick4 Plus All-in-One 12 Fndcap installed in-line within a chamber - 3.6 sq. RJend cap; Laying length of chamber = 4.0 fl., Laying length o1 QufCk4 All-in One 12 Endcap installed at the end of a chamber row = 1.5 ft., Laying iY(Igfh of Quick4 Plus All-in-One 12 Endcap installed in-line within a chamber row It., OUICK4 Plus Standard Open Bottom area = 9.72 sq. fl./chamber, Quick4 'I , s All-in-One 12 Endcap installed at the end of a chamber row Open Bottom area I sq. ft./end cap, Ouick4 Plus All-in-Ono 12 Erdeao installed in-line within a Chamber row Open Bottom area 22 sq. ftJend cap; SEE ALSO ATTACHMENTS]. QUICK 4 PLUS STANDARD LOW PROFILE (L P), DIMENSIONS 52.0 IN L X 34.0 IN. W X 8.0 IN H; MAX, DEPTH OF BURY= a 11. IEI,SA for chamhnrs with or without fabric - 20,0 sq. IIJChamber; EISA for Quick4 Plus Ail-in-Une 8 Endcap installed at the end of a chamber rnw - 2.3 sq, nJend cap: E iSA for Quick4 Plus ANdrt-One 8 Endcep installed in line within a chamber row = 2 0 sq. II /end cap; EISA for Quidt4 Phu 8 Endcap installed at the end of a chamber row _ 0.7 sq. ft./end Quick-4 Plus All cap; Lam ~ ~~al at chambers _ 4.0 H.; Laying length 1. of aying length of Quick4 Prymgµ One at the end of a chamber row _ ch m row 0.9 ft.: Laying length of Ouick~tty a Endcap installed atttthe end of amber -,hamber row = 0.4 ft.; Quick4 Pitts Standard Low Profile Open Bottom area = 9.77 sq. ft /chamber, Quick4 Plus AlFIn-One a Endcap Installed at the end of a chamber row Open 8onom area = 1.4 sq. rtJend cap: Quick 4 Plus Att-m-Cvne 8 En cicap installed In lino within a chamber r 4 Plus 8 Lncic ; OW Open Bottom Area - 1.2 sq. ,n end cap; Qu!ck so ftJend °G~ n5t A at the and of a chamber row Op:r Bott ottom Area , G.: so v r_l. ALSO O ATTIlCNM( rt'TS) Producl Flle Nor 2015411; ^_i as.i•1 en ilen°i! .aP11 The specnccatiririS and/or pirnS lot Ihrs Piurntung product till, bnen reviewed and determined to he in ~rnirlierice with chapters Sf'S 382 through 384, Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Stalulas. The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code. This approval In vaiW untill the antl of May 2020, i,q approval supersedes the approval issuad on 11/11/2014 under product rile number 20120137. hi approval is contingent upon compliance with the folowkV stipulation(s) This prnducl must be installed in accordance with the manufacturer's printed instructions, product approval, and plan approval It there is a conflict between the manufacturer's instructions and the product approval andror plan approval, the product approval and/or plan approval will take precedence. When this product is installed in a dispersal cell that is sized based on the EISA rating stated in the T~gardirg block of the product approval letter, this product must receive wastewater having a BODS value '.e,s :flan or equal to 220 mgrl_ a TSS value less than or equal to 150 mg/L and a lOG value less than or :•t ual to 30 mgA on a monthly average. When this protium is installed in a distribution cell that is sized based on the EISA rating statnd m the rr:garding btooh of the product approval latter, this product must be installed in individual excavations that create a row of chambers that are horizontally separated from other rows in other excavations by at least feet The 3-root measurement is measured between the closest outside edges of the leaching chambers. N ien this product is installed in a distribution curd that is sized based on the EISA rating stated in the regarding block of the product approval letter, the distribution ca design must slow at least six inches of rxx dirg in the chambers without backflow of wastewater into the drainpipe that rfsr:harges into the chambers. V) non this product is installed in a distribution cell that is sized based on the EISA rating stated m the regarding block of the product approval letter, this product must be installed in a distribution system, v,hk:h has the lop of the distribution cell at or below original grade. VVnen this product is installed with geotextile fabric on the sloes of this product in a distribution cell that is Jzed based on the LISA rating staled in the regarding block of ft product approval letter, the EISA ruling Mitt fabric must be used to size the system. W! ion this product is installed next to each other in a distribution cog that is NOT sized based on rho FI.SF, sling slated in the regarding block of the product approval letter, the effluent distrihu:iu; areA equal the length gins the width of the chambered area. The use of geotextile fabric m this irstaiinfi-,n optional. 'idhen this product is instaled with geolexlite fabric on the sides of this prcduct ;.,i:,n cri; rna s sized based on the EISA rating staled in the re -at+ing bloc. of Ihi pod ac n r i 1 Ir r ; ;abrir, must meet all el the following speciticatiu Is . GeotexW- shag be non-wuven Weight shag be 0.35 nz/sq yd to 1.5 oz/sq % Apparem opening sae (AOS) shall be 20'.^. • For mound designs, see the manufactutter's propriety mound component rnai-L :J :c r : • a; i i:, c . • For mound designs, see the marrutach,rer :s prupriety mwimi eurrcxmew nil or aA T .-v ii fc 453+122,(! ngVUl!J. r1,_ -rile ncc,ar:caeni 1< :n no V,ay ar,dw ny this proauu, o. any xdvortisulg, and is not responsipte for any situation may result from its use. n erofy, Glen Jones, M.S. "OVyTS Product Reviewer phone:(6DB) 267-5265 fa,:( (608) 257-9723 email: glen.joMSOwi.gov DSPS Is committed to servbe excellenco. Visit our survey at: :,rvla,.surer;,mnnke~c:nmis'^:psii;oustcmrr_::!6"LTaio~- : i ',Hi:Gfl(unUFl!NXl rlt:anl..m~,-aCHrzlno fl0snt fillxrmttanwat.ra!fCi`•~ICi4. uttl: veta h:;c lh:-iuer~ -.'t I crolh. IrtxS, 111p~RfAk'rt Ih'tl49 vE+.E C'E p.E;11Ea. K ~.rv en.rt LEa'r xlyr Er-rales •M:ak:'Ir rt s~::: -+hf iWIO&•n IA, ElnMIPII2 M. (berg,owe Msv I hT4 INN mel..rl•n'rtIR;ysc I, : - rbRg Nf II-f :a<M+CCtEprtErYi0t9 O.r Y{QW 4rtOk (Olryfl'YIY!` 3CLaN,ir; .'::.'pr r:..:;5!e . "cH'r r R t,aIll U*tW W, 7*41mr h1w i&MM, n U9'. J1E , t:3i ml aEi Ra~rnr - SI~,'re I'inrr l't!~-I-asp ale cn•eArRttM my7 pmn>Er<r. i IF ~IjJIJILJ Super ur Designed filtering "rI i Pld F!, IT IM-540 tanks eatures & Benefits Strong injection molded polypropylene construction Lightweight plastic construction and inboard lifting lugs allow for i easy delivery and handling Integral heavy-duty green lids that y y interconnect with TW" risers and ? pipe riser solutions t Structurally reinforced access ports eliminate distortion during installation and pump-outs Reinforced structural ribbing offers additional strength ' Can be installed with 6" to _ 48" of cover Can be pumped dry during pump-outs Suitable for use as a pump tank or rainwater (non-potable) tark The Infiltrator IM-540 is a lightweight strong and durable septic/pump tank. No special installation, backf Tnis watertight tank design is offered with Infiltrator's line of custom-fit or water filling procedures risers and heavy-duty lids. Infiltrator injection molded tanks provide a are required • evolutionary improvement in plastic tank design. offering long-term No special water filling mquirements are necessar: exccptiona trerint-, 7P'.rh u, tnr. s -s tank may be badfilr.d acth s L'2~dc nalivC soil. See astau aiior Reinforced 24' I Custom ' t At~_ structural TW Riser accessoor. r~~ ik\ Reinforced vretertlght ,i ry, r mid-seam ' gasketed . connection IM-540 General Specifications and Illustrations y - A A. I he IM-540 is an injection molded two piece mid-seam - ` plastic tank. The IM-540 injection molded plastic design allows for a mid-seam joint that has precise dimensions r>< iV for accepting an engineered EPDM gasket. Infiltrator's gasket design utilizes technology from the water industry to deliver proven means of maintaining a watertight seal. \ The two-piece design is permanently fastened using a series of non-corrosive plastic alignment dowels and e<u„ .1 FY FRC IEFY.a W,In6 s1RAP locking seam clips. The IM-540 is assembled and sold rmnFrrov TOP VIEW through a network of certified Infiltrator distributors. "T MI Must be backfilled and installed in accordance with Tw: Infiltrator Water Technologies, Infiltrator IM-Series Septic Tank General Installation Instructions and for shallow „ 11 1; 1 ; ground water conditions reference the Infiltrator IM- Series Tank Buoyancy Control Guidance. h as %TERIDR Please vistt www.infihratorwater.comAmages/pdf/ F. „Elam ManualsGuides/TANKOt.pdf for the latest information. 71~ Total Capacity 552 gal (2090 Q END VIEW Length 64.9"(1648 mm) - pq -I'°:ZCMM-N7N LOCgN(:1D - 61.T (?567 mm) I Height 54.6"(1387 mml IN-Er Maximum Burial Depth 48" (1219 mm) - Minimum Burial Depth 6" (152 mm) Maximum Pipe Diameter 4" (100 mm) _Weight 169 Ibs (77 kg) SECTION A- W - trtr,nuun cw:Q1 w ty nAlf SIAM CUP TvA IMERRR At<A1.T IXYMI i I// Nw a Dwkrss eels Ro•a MID-HEIGHT SEAM PC SP` 758 SECTION DETAIL de Sayty W CT(575 INFILTRATOR 1-aoo-zz -4436 5 W W W.inei10t0nffMU 1.cAM1 U.S. P•I , 4,759,551: 5,R17,N I: S. t56.498:5,'196!117.5.461.116.5.<R1FSR 5,5: I.M. s 715.103. 5.589,775, S,83I G ,AcJ P P•taAA'. !.321l ,0(N,554 041a W4ma psWR9. IMbMn, CWll0Jr, aea"5 P06 CIO. dn dm~]MwM borbrnvk•ry e.Ipnta'Nalnr TaJ l~irkWp IP-alM am Sb4.aatnl.ock kmo UkIn FnlKk bne WWTernr Oylg68repp14clf lrecpnvC.n MnarO PRiyk5k 48 t.26YMrkO11 Y, In'. % nrE 4sa lgM tradal.Q<c a w n IUF.T'F. Tr`F. . W. ISCa.tftll lot s a patlelv✓ad^aWr .tin intntladgl Y rcgc/aeA!W.l S. i-Rib s baOelrvuk w I FE%Irc. D 'A1J h6pyd Well ia.)mUVAi+ ItC i' P1+tn0m U$r~nta.P•a~K). h 0111 1116 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM (hvnerF9nyer _~_c ~>=~_PRlsu LLdI ~~TERSOti Mailing Address _'519 TW e. l) OAK e I KC L E- Property Address (-",%Ae-) -n //Wi„ C `f' OD (Venfianan TNuuvd from Plaonmg a Zoning Department for new constructim) (;ity/State ~ { u !)SO ~ Parcel Identification Number 0 zo --J/ 14 K- TO- 006 LEGAL DR-Sf'RtmnoN PropatY Location jLy' y. , 5E % , Sec. 33 . T zrf N R__!j_W, Town of /a nx a' Subdivision Plat: COUn,7_ys/N ViUaC_,x:_ Lot # Certified Survey Map # Volume Page Warranty Deed # (before 2007)Volume P # aBe _ Spec house0yespow Lot lines identifiable SYSTEM MArnrrr» N w- "proper consists Of 'D "Oft0we of Your sePttc system could result in its ptematu a failure to wwjcap PuMP-V oat the septic tank every dim yews or sooner, if needed, by a Iirrlehaohandle peeper. a mw how the system an affect the firsxion of the septic seek as a vestment stage $m at you put into thresponsibilities am specified in ¢SPS. 383.5u1) and in ampler 12 - St stage Crothe ic m ix County oust disposal system. Owatet Oseiakartce S®dw7' Ordinance. Property owner agrees b submit m St Cmrx Curdy Plamnng & Zoair owner and by a master plumber, journeyman plumber, restricted umber or a 6aaaed rot a certification form, signed by the wavoe~vala disposal system is in PraPer g mnrhOioo verifying that (1) the on~te less than 1/3 full of sludge. and/or (2) aflrr irtspoction ttmi pumping (if necenary), sbe reptie halt is UVP, the ImdetsWM have read the above rmpuitamems and agree to maintain the private sewage disposal aysge standards set forth. Chemi un, as set shtie Department of Safety And fmfssioW Semen and 1be Department of Natural With the State of tVn. m within cm Y. septic Wait. has be. maintained be cantpiebd and,ap,ned to e St rut CO-11Y ~a a Zonis Dqm m days of the Ihree year expiration d dace e. Uwe cattily that all statements w this farm are true to the bee of my/ow knowl PrOPeseY described above, by virtue of a wan>atI d°ed recorded ie fides. Uvw aMam the owner(s) of the V// Register of Deeds Office. Nber of ed 6rootats - SIGNATURE O APPLICANT(S) ('11171 DATE -'Any rote e,,bon that is mWIMPreseged way result it the sanitary pernot being revoked by the plwmseg k Zosuag Dehaunt refermoe is eahis inapplication a w nxxw arranty nty deed from the Rewss- of Deeds Office and a COPY of the fled surveynaspff (REV. 04112) 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) 7 nl 6;r' ' located at: L V '/4, '/4, Section 3 ? , Town_,.,,)' N, Range W, Town St. Croix County Wisconsin. of tt~ , 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 No (if no, skip next line.) Approximate volume or length of time: gallons minutes Tank Capacity: /&)o Construction: Prefab Concrete X/ Steel Other Manufacturer (if known): I? Age of Tank (if known): Permit number (if known) F N (Lice sed u ber Sig A ture) (Print Name) ~~t10 3 -l f''ti°l I~ ~ f~=.z ~ It.~,►1 bc_ ~2 (Title) (License Number) MP/MPRS 71191 (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 ro , 9• O al ~L a! o n r r <Oii 2 0 b I c) til w w N 4!! r N i~ ob`JS uj C (p p N •0 N W }I L111 o d'I n 'Ids Sss -0 WO Q, W 00 , V O0i ! O cr m d, O ! ~i Kii ` L9'ZL£ M„91,bb068N i w a I v m m w ! 91981 10-LL t 0001 N mw O wl ~i ,L9'29Z ^m\ o ~3 io N •.a?5 LL.I N N s\ W w05x ct pi I M t~ ~~~aO O WI >i M 3\ N 3~iFx~0co ,S6'SSZ UI w 'm00,011 ' sk ! Cl) 01 00'051 w 00 ¢ d \ ~nrU , 156.59£ M„91,bb068N Z\ -cli 0 v 0 M it i0 O , bo68N 9 0~' . N N Z w m I 00 a z 001 rn 0 w - (D - z 2 '-r N N tY O it N u tlN ~ N ~ N ,29'80?. M„91,bbo68N N Z ~rA ti Z al N ,£6'LbZ ,00'05 M„91,btbo68N LL V O z vI 0 W 0cJ w Z O_ Q 2 w O O a U w N 9a~ Q N o o yo N w ~ y-1 t oy0 hry i ~ 9 ~ 3 6 s~ cl s 2a 2~ W UO 9p~ t~} 0rO 0