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HomeMy WebLinkAbout018-2009-11-000Wisconsin bepart~er7t of Commerce PRIVATE SEWAGE SYSTEM Safety and 6ui!dng Division • INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Lavv, s.15A4 (1)(m)]. ermit Holder's Name: City Village X Township Prosser, Jason Hammond, Town of ST BM Elev: Insp. BM Elev: BM Description: /~•0 p0.0 I TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic 1 / ~.' Dosing Ir ~ ?V1 b 9 Aeration / ~/' •~ -{ f Holdi TANK SETBACk( NFORMATION TANK TO P/~,. WELL BLDG. Vent to Air Intake ROAD Septic ~ ~- 7 L ~ ~. 7 ~~ / ~ ~~ z,r.~~'2~ Dosing 3,2 ?~ I / Aeration ~~ Holding PUMP/SIPHON INFORMATION ~ '~-- ~ ~ Manufacturer rr~~ ~ ti e d (~ tom- .... ;. GP 3 { Model Number TDH Lift Friction Loss System Heat TDH Ft ,f~.~ 3q 3.2~ Zs•a7 ~Forcem8in IL~ g~_ `Dia ~, IDist. to 4^Jell~~ Il l .5 ~ I ~ , __,jI C 1111 AQCl1DOTIn Ai CVCTGM /1 /./~l ~_ dO_ _0 BED/TRENCH Width ( Length V No. Of Trenches ENSIGNS No Of Pils Inside Dia. Uquid U th DIMENSIONS Q ~ / h .s SETBACK SYSTEM TO P/ BLD WEL LAKE/STREAM EACHI G M~ar,~ actur~~:On~ /A~ ,M CH E AR'' • N"`~'~ .' "' • INFORMATION Type Of System: ~ ,g ~ , ~~ - q,,/,~ ~~~~ 1'11CTRIRI ITI(1N SYGTFM 1~ 0 /\ .,. /1 n, _ tn_ c_l. (/ (/n .,! % / - Z/ Hea^Jer/ nifold ~ Distribution (~ ~ ~ ~~ '2 s) ~ P'p x Hole Size l~ x Hole Spacing / ~ ~ 2 th Dia L ~' ' Spacing • g Len th Dia ~~ • • . eng S('111 (`nVFR „ D~d~~„tee c.,crn..,c n„i., / ,.,r Mn„nri nlr At_GrarSe Systems Only ~S F I 9 ® tM.- r~ Vent to Air ' take ' 't~n.'4'-'U~+v Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges ~~ Yes No ~_Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~~ ~/ Inspection #2:.__,„.1--_ .J~_~ ~i 7` Location: 1117 17Sth //Street Hammond, WI 54015 (NE/1~/4~SE 1/4 4 T29N R17W) Hillside He fits t 1~1 ~~ ~ +~ :~ Parce.~No: 4.29.17.995 1. Alt BM Description =F~" ~'~ '~"'~ _ ,1~~~ ~~+~~'~ Y~ ,~u!', ~i h 2.) Bldg sewer length ~~ - .~~'~~~' - r , f L, 4 ~~~, _ ~ f ~,Q~S+r ~.~_ ~ir4~,~ ''I Vii,'.. ~; N~~/~° - amcunt of cover = 7 f ` ~ !% '~'~~~o vv~es' •~~~ ,v i ~~ ~><r Plan revlsron Req~~ired? Yes Use other side for additional Inforrr:ation. y','" _- " / Date it Insepc,(tor's aign ure ,/~ L 1 `'~i Cert. N SBD-r'.710 (R.3/97) ,. DG~~ Vy~i7~'v,~ l/ _ 1 L. _ / n~2'litii~/t2. `~j/UCj¢aiL(~Q' GL~~(/I,l~l+~ ELEVATION DATA // county: St. Croix Sanitary Permit No: - 499252 0 State Plan ID No Parcel Tax No'. 018-2009-11-000 04.29.17.995 STA I ~e- ~ t~ BS m i HI FS EL V. Benchmar -~~ a. y r,~ ,oo. d Alt. BM ~ ~ S .~ D ~-3 Bldg. Sewer GVP v_ ~. S ,f / . O ~O St/ t Inlet (] ~ ~~ ~ L, ..~ I ~6 - ~ S t Outlet ~~ Dt Inlet ~~ ~ Dt Bottom / ~~L p't Qi~AJ~ ~ ~` p Q Bader n. ~ ~ ~. ~ /D ~ y ~ Dist e ~~~ ~'~ p~.. /J ~~ / / (~(~r-4 Bot. S stem !! ~ ~. ~ ~~ Finai Grade G~~ ~ ~ `~ /~ ~.~ St~Cover I n sr.B~V ~ •3~ [/ 9 / ' 7 ~ ~' y ........-. .-_ .~.. "afety and Buildings Division o ,~ ~ 201 W. Washington Ave., P.O. Box 7162 ... County ~1 - - `~ ~ C,irp C x ~,~~~~~'~ Aladison,l I 53707 - 7 1 62 - Sanitary Permit Number (to be filled to by Co ) 1]ep~rtment of Commerce ~ (~0~) 266-3151 ~ . ~~ _ ~ ~~ Sanitary Permit Application State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide maybe used for se d P i ~ 33 ZZ ~ con ary purposes r vacy Law, st 5.04(11(m) L Project Address {if different than ailing address} ~ ~ I. Application Information --Please Print Information -- ~d-~r ~ ~ ail 7 / 78 P operty Owner's Name r,~.~ ~ ~ ~ y~ ~~~ NOV 1 0 2006 Parcel ~ # Block N s~ ~) ~ _ ~ Property Chvnar ss,Marlin`g7A`'d'dress. ~ i / ~~ ~ ST. CROIX COUNTY Property I.ncation ~~~ Cii/•. 'ta' y y' }~ Zip C Ph \T ,~,/ ~ /_L~'/+> ,~C_. !/+, Section ~ 1 ~~ ~ one u 7 ~ ~ ~ ~ ~ ~ Fr v CA y S ~ ~ crrcle ~ ~s ~ ~" '~ e of Buildin r II (check ll th t l T~N; R~~ Eo~ j . yp g a a app y) e k ~ I 1 ar 2 Farnil Dwel7in ~ Y g -Number of Bedrooms ~ Subdivision Name CSM Number ~~ ~ ~ /~ f I ^ Public/Commercial- Descrioe Usa ~ ~cb 3 l) Z ~ / // - w. o L-/ ,~ -- - , i i ^ State Owned -Describe Use - i~J~ jQy ~ e.t/~- ~ _ ^City ^Village Township of ~--- III. Type of Permit: (Check onl one box li A C l y on ne . omp ete line B if applicable) -. Zt.U~ 9 -• // - DO Q '~~ New Svstem I ~,_,_, ^ Replacement System ^ TreatmenUI-Tolding Tank Replacement Only _ ^ OUSer Modification to Existing System I~• ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit "fransfer to New• List Previous Permit Number attd Data Issued Before Expiration _ ~ Plumber Owner / fvw'. T e of 1?OWTS S stem: Check all that a 1 dJ , I ~ Nnn -P=~essurized 3rr-Cn~ound ~ lvlound'> 24 in. 01 suitable soil ^ Mound 4~ 24 in. n. f suitable soil ^ At-Grade ^ Single Pass Sand Fittcn• J C'otsn~ucted Wetland ^ Pressurized Irt-Crround ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recircul ting Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip I ine ^ Grava]-less Pipe ^ Other {explain) ~Jd („ ~- ~ V. I)IS ersatlTreatment Area Information: Deli Flow {gpd} Design Soil Application Rate(g,zdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sfj ystem~evation VI. Tank Info Capacity in Gall Total G ll Number i Manufacturer Prefab Site Steel Fiber Plasti~ ons a ons of .;niis Concrete Constructed Glass New Existing Tanks Tanks ~ ~ Szptic or Bolding Tank Q~ / 1 ~ - I ~erobic'freatmentUnit 'e, W _..~_ I Dosing Chamber ~ p~ -- I _ III. Responsibility Statement- [, the undersigned, assn nstallation of the POWTS shown on the attached plans. Plumber' • ame (Pri Plu er' ` n re h PrMPRS Number Business Phone Number ' /~ ' ~ ` / ~ KCB -2>~ ~ 1 rS a ~<S - I l 3~3 ~c~~f~ Plumber's Address (Street, City, State, Zip Coe ~..._ __ Eel y ~7 ~~ ~ o~ r/11;~nce_ ~ T s ~ S I "III. Conn /De artment se Qnl Approved ^ D . pproved Sanitary Permit Fee (includes Groundwater Surcharge Fee} ~ Date ssue Issuing t Signatu t~ ^ w rven Reason for Denial ! 5J O . ~ // 1 y 0 I~. Conditions of ApprovalJReasons for llisapproval ) ~ ~ 3~ ~ ~ : ~` `~ ~ YSTEA II WWE~ S L ~ o w.5 e ,~. . t I Q t : S rr 1. Septic tank, effluent filter and ~, : ~ e `t w1 ~ ~~ec Cr . ~~-'. fLs , ~ ' . dispersal cell must all be serves /maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. ~~~~ C~~ ~~ ~~ ~~ ~_~ ~ I ~' ~ ~s~o ~ Offarh rnm..lob ..1~..~ lL.. LI... t ...... w..._...~ r__ .~ _ - ____.. .. .. __ ._ -~- ~-_ ..-_ ~..,.....~ ....,J/ .... auc u~i aL~~ l,a~,r eg5 LflJ 71 8!!G X lD SIZC ,per ~ ~/~~~0 SBD-6398 (R. Ol/03) ~~. d~~''~ , ~Y~- ~~~~°~' I Q~-~~v +n~t~,,~ ~, ~.~~ ~44 ,45~ ~4~c.a~ ~.~~~,~~ 1zg,g ~ D~ i ,~ `~, ~~ X,04, o ~ ~~t t ~.,., `~, ~ 1 ~, ~-a,,, its - ~.,~sl °~ Gs~.~-o ~ ~ - n .~ -zonq-l~-ooc~ Boa-- ~,, `~.:«s.~. ~~~.~.~~ ~ ` 1 cJ ~-- h ~, 1 ~ a ~-~. ,,.. o ~.. t1 \ 1 ~ ~ o ~~.~~ ~~~•~') .J) ~ ~~I~ I ~~ u., s~. ASV -_~ - ~e~~ , o~0.~OV~ a L ~~3•~ C ~~ 5~.~ ~~ ~ ~ Key / / T K1^f~~ bb y~ P/V ~ \Q n ~~.`~ ,~. \ ~~~ o zo ~, ~ ~ o.,~ ~~ 0.~ ~- 5~.~~~ ~~~~~ . / ~;J i tl 21i ~-~d~ t \ ~'1~-e- ¢) V~.e .~ -~-..o....c~ ~~-( ~ --~a-~. ~ ~~ ~ ~~ C~~~ 73 i l }~~ -~° ~~ // ~~~e ~, commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.com merce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary November 06, 2006 CUST ID No. 225094 MICHAEL P ROGERS ROGERS PLUMBING E4457 HWY 12 MENOMONIE WI 54751 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/06/2008 SITE: Cutting Edge Four LLC County Road T Town of Hammond St Croix County. NE1/4, SE1/4, S4, T29N, R17W Lot: 11, Subdivision: Hillside Heights Identification Numbers Transaction ID No. 1339227 Site ID No. 720242 Please refer to both identification numbers, above, in all corres ondence with the a enc . FOR: Description: Mound /Four Bedroom /Sloping Site , Object Type: POWTS Component Manual Regulated Object ID No.: 1105929 Maintenance required; 600 GPD Flow rate; 30 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. • Per manual cited above, limited activities are allowed in the area 15 feet down. slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. C~~{ ~~ p< ARTMI 0 ~ SEE COF • Inspection of the POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat MICHAEL P ROGERS Page 2 11/6/2006 • Comm 83 22(71 A copy of the approved plans specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this appzoval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ._~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , -7:45 am - 4:30 pm Monday -Friday charlie.bratz@wisconsin. gov Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WSMART code:-7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Henry F Grote L Cutting Edge Four, LLC -Mound Construction Materials and Techniques W C? All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: c Z Pressure Distribution, SBD-10706-P (O1/O1) Mound, SBD-10691-P (01 /01) o ~ ~'~° L`ation: Lot 11, Hillside Heights NE'/4, SE'/4, Sec. 4, T 29 N, R 17 W Town: Hammond County: St. Croix Date: November 6, 2006 Owner: Cutting Edge Four, LLC Address: E. 976 170`h St. Hammond, Wi 54015 Plumber: Mike Rogers ~ ~~~ ~ Signature: ,~' -- License: MP 139462 Attachments: SBD-10577 -Plan Approval Application SBD-8330 Page 1: cover 2: design criteria & calculations 3: plot plan 4: system cross section 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management ~~.~~rlfiy {. ~® 3F COfr4~ERCE page 1 of 8 ~ ILDINGS -. _SPONDEN~E ._, .. ,~;,aP.. ~. M.~. . Design Criteria ~~'~ Residential Wastewater Contaminant Load: 30 mg/L < BODS < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease < 30 mg/L `~ Bedrooms x 100 gal/bedroom/day x 1.5 ~ cr-t7 gallons/day hydraulic load Design Calculations In situ designed loading rate c~~3~1 gallons/sq. ft. per day Depth to estimated high ground water ~• ~ o in. Depth to bedrock ~ bo ~ in. Cross slope at system ~ Force main length `~~ ft. of ~- in. 3 0.4~ Manifold/header length 3 ft. of ~`~ 4- in. d ,~~z Drain-back ~ °~b~- gallons Lateral length ~" @ ~ ~ ~ ft. of ~ `~4 in. Lateral elevation ~ _ L ~ f lateral /40~ ~ Lateral hole size l~ b in. @ ~g ~ a ~~ in. ( ~" ~ o ft.) Spacing ~ ~ holes/lateral ~ 2- holes total Lateral volume ~ Z, 8 gallons Total lateral discharge rate ~ ~,3z- gallons/minute @ Z- S ft. head Network pressure compensation losses ~ ,-~'~i ft. Elevation difference ~ ~-~`l s ft. Friction loss ~ ~ `~ Z- ft. @ ~ S/ gallons/minute Total dynamic head ~.b. o Z ft. Pump/sl~on ~ gpm @ z-~ ft. of head Manufacturer ~ ~ Q-~~Q-~- Model # ~ S 3 Dose volume ~ 2-~ •°t b gallons Lift/sip~'(on tank~'~ -%~~ ~ 2.~'O - ~sro ~ ~~ ~S~ gallons Septic tank `' '' ~' ~~~ gallons Effluent filter ~ ~-~ Q-~~-~o Measurement pump on and off Height alarm from tank bottom Reserve capacity specs.calcs.res ~ • ~ in. ~~~~ in. ~ ~ gallons J ~` uro•~~ C~a ,a~~ ~aa.o~ ~~~~-~~ 1'ZB.~~ }~ Y~\r\\ ~~ x~o¢' ~-- 1.,, ~-~,~. ~~S - k~sl °~ ~~ ~(lo~ ~~,~ ~~o ~ ~~ u, s~~ ~.~..~Ic ~ o~a~;o~ .~,~.~~ c ~~ : ,,~~ ~~ ~o~~ ~~~ -~~ lob ~~ a~ c~•~3-2obq_Ii-oc~c~ ~,~"~, s;l-$. tai- s~_~-zG-i~w ~ N S ~ ~~ ~ , ~~( ~y((}w~ O(rY: ~A /\` ~2-OL ~~ wr 'Yv Spa `~ "S Y O ~ ,~~ a.~ ~- S ~ ~. Q~ ~~~~~ .~ ~.1,9 i 'H IN ~.zu' 4" Sw.~:~ ~44,a3` '34.~ ~~ ~O`~c~ w.~;h o za ~, __. ,- _ . ;\;; w ~: s . ~ ! Q. i~-2 ova ,~~ .,_ ~; f. ~ ~ V, ~L.?~IZ w1~..t~a,~ ~ ~~.vX ree.~ w.~w Me titer (~" ~ps,~or.,, u 3 `~ a Z ~ ~n ~tZ iZe.s~ ,~ ~~ ~ . b i.,~oto ~` s ~~ °'"" . 4 ~d ~ax C ~ ~J4~~ c,.w~,c.~~a~e.9, s l9 ~~}-~}~ 1 .. ~ t r. s ~ ~ ,7 n,. ,y.,,.. _... _ . _ ,_,..~....._... - 1~ . a ~ N~ V t . ~ ~ , .~w... 'r i r.~ ,_'_'_ ;~! ' ; i " ~ , ~_ . z .., b ._._ ~ i ,~,. 3.0~ ~,r~ I~~~~~( ~- (~~3 ~ T ~ `~ ~ ~ o g~8~ ~_ W g ,a \ 04 , o' ~ .G' 1ZI.4~ h ~ (\ 1 2 ~ C7' ~ r O ~•. Q. KwS O i 4"0 C.IL ~ 4d4 1~O~E'. I4~QiV K`S ~QIV N~:ti KT~ O'. 4~ L. < lJ U ~ ~ v C o `01 ~r v ._ ~: o .~ ~,. a" S i-O b ~ ~ ~ o .., O ~ r o c. K b ~~1~Q~L c~~, 4~~ ~ ' /~ I . ~~ 4 1 5~~~' ` 19J,0~ II ((~~ ((~~ //~~ 1 1 ~ V- \'1 Y0~ ~Y~ ~I VM`VL ~O ~b ~kiY ~.~I..w~ ~ 3 K ~ ~,o ~ ~.~ Coo • f I b `~ c\ L S c .. 1 ..1\'~ a.`t w.~ t1t.~.~ °.''r ~ 0 1 1 (\o M. \ 1:\ ~1\j ~i g J'(~ ' 4. J\ a~ XJ Q~+ 1 4. ~4 .L~+ s.~ ~ S Z ~ O \ L 1 7 O T ~,~ ~ ~~ ~ ll'pvc ~~ 4.~ w~.~. ~~ a ~ o~ g ~ (~ (~_~ (\ LfI 1\ ~ /~ ` I v~ ~t~ TV Y\V 1.~. MaiM 11 ~ ~ V L' ~Gi^ Y~ `may ~,.. ~-- ~ _~~.~~s ,.. k+ o"~~~r.'. ~.:~:xn_•,. '°WWfJaef'..A++";.i.•,• ~.,pgs~1"J'~.~.:::... R I:: .. 1 y ~ ~` .. • ~=. k i T `~ ti TICS 1 ~.. LDCKING~GOVCR `~ l~/.~it'N,wc .c CBE.( . Qv1CK D~aca+~tGT---~ ~, ..~~ ~ ~ ORL~L ~' Mr„w WEATIIERPROJF n .jl.INCTION ~ bca ~y r` X-c • O ~ ~ ~°° ' c~~.,. ~` ~ 4 , 9 -----~ ~ Q~o~ 3' oKtU kNOISTuR2,ED \Sol~ 24u I.D, •I ~ MA-tta0,l~ ins r ' ~~ '~~wLcD ~RSKET 3t1~If'J _~ ~FLE RU. Pori a ~a~ ~-s~. (~ n ~~~ C ~ GO*w E CT I O N,ls ~` ``~ ~- ,.~ •X 1 '1 - ~ t}b T ~~ ' O ~ T ~~„ E Lem , S; ~ ~-~. : ~ ~ .. ~~a. g .d" ~ z , s ocr~ '~ " ~ . o c. Z ~ q.~ ~.~ ~ ~o~~~~: C ~w. BcoCK ~' 12~ -~~~~~i~ ~~ S~ d" q- o YENT gl "~._ 4 PAL 5~1, ~ 3' ono u•cztisTV~a. G avu-+c ~t,S _ It~,~z ~,.Q . ~ SEPTIC t S_pEGIFi'CATI pIJS O ~.,, ~ TAUrcS M^-JUF/-CTU0.C:R: IJUM~ER OF DOSfS: ' 1 PER OAS TNAJK SIZC : \~~~ ~' }~~ GI~LL0IJS DOSE VOLUME S~ F~aa.~ro ALARM'1 /°1JJJUFACTURCR: , IAlCLUDIAJG bAGKFLOW: `2"~'~~ GA~~ONS MODCL -JUMDCR: ~cti ~`v° CAPACITIES: A= 2~~o IuCNCS OR ~1,3b C,~uuOUs ~wITCH Ty/[: _ wv,.w~~ ~.lb Z ~t•2 PUMP h1A1JUFACTURCR: ~0'II'11n''" ' ~ ~'O ~2 ~{(o C ^ iUCMES OR ~ G~~~Ous ~ ~ MODEL AIUMCCR; 1~+5''o g 0^ 9`~ 1 INCHES oR ~~~.OuS .~..~,~ ~WITCN TyPQ; ~nOr.a...v IJOTE: PUMP AUO ALARM ARC TO pC h11AJIMUM OISCNAR(sC RATE '3~_~5-s~ C//~ INSTALLED 0-J SEP~R^TE CtRCU!r5 VERTIC~IL DIFF[RfAJCC t'lCTWC[U PUKI pFf AUO OISTRID11T101J PIPE.. ~~`RS FEET I + Mi~.1Ih1UM uETWORK SUPPLY PRCiLURE ~ ~ ~ 2,5~ FCCT ~-o,~s ~ + ~~ i'EET OF FORCC MAI-J X ~`-~~/po~~FRICTIOU FACTOR..~.g? FEET ~ ~~ ~ y~-`, - TOTAL. pyf`J~MI~ HEAP 2b~oz_ FEET IAJTERAIAL DIME1U6101Ui Or TAIJK: LE1.JbTH `Z.~_ , 1 'WIDTH ~ 9 ; LIquID DEPT H Pa~.~ 6 ~ F g • ~~ - ;, ••' ~-, ,,~ ~' ' ~I~ PUMP PERFORMANCE CURVE MODEL 1 51/1 5211 53 . ~~'~ ~.". so 74~ 45 t2 40 35 l0 ~ ~ a 0 6 26 a 20 15 4 t0 2I 5 JL _.. _.._ u ac 80 120 160 200 240 280 3'10 390 FLOW PER MINUTE Ot4508A `~ivSt~~T P~C~t~f~Y ~'OR ~PE~11~L. t~PPL.IGATIONS • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controNing single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik•Box available for outdoor installations. See FM 1420. • Over 130°F. (54°C.) special quotation required. 15i/1 ~~2/153 Series 1 5111 5 211 5 3 MODEL S Con of Selection Model ' Volta-Ph Mode Am a Slm kx Du Isx N151 115 1 Non 8.0 1 2 or BN t 51 115 1 Auto 8.0 Incuded 2 or 3 E151 230 1 Non 3.2 1 2 or 3 BE151 230 1 Auto 32 Incuded 2 or 3 N 152 115 1 IJon 8.5 1 2 or 3 BN t 52 115 1 Auto 8.5 Incuded 2 or 3 E152 230 1 Non 4.3 1 2 or 3 BEt52 230 1 Auto 4.3 Incuded 2or3 Nt53 115 1 Non 10.5 1 2or3 BN 153 115 1 Auto 10.5 Included 2 or 3 E153 230 1 Nm 5.3 1 2 or 3 BE153 230 1 Auto 5.3 Induded 2 or 3 TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING MODEL. 151 152 153 Feet Meters ' Gal. Liters Gal. Liters Gal. Uters 5 1,5 50 189 69 281 77 291 10 3.0 45 170 61 231 70 265 15 4.8 38 114 53 201 61 231 20 8.1 29 110 4d 167 52 197 25 7.8 .18 81 34 129 42 759 30 9.1 - 23 87 33 125 35 10.7 22 85 40. 12.2 - •• - 11 42 Shul•a6Heed: 30 ft. 9.1m) 38 ft. 1t.8m) 44 ft. (13.4m) 0146088 Model 151 I I1 !I/16 I 4 -L 151 Models 152 / 153 I ,1~ I 12 t/8 ~ ----~- ,;=. 1 __~ SELECTION GUIDE O CAUTION ~U irlsiatlation of controls, protection devleea and wlring should be dons by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). 1. Single piggyback variable level float switch or double piggybadt variable level float switch. Refer to FM0477. 2. See FM0712 for correct model of Electrical Alternator E•Pak. 3. Variable level control switch 10.0225 used as a control activator, specify dupiez (31 or (4) float system. RESERVE POVUEREt~ DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 ~ ~~ Louisville, KY 40256-0347 Q ~ ' °'~ SHIP TO: 3849 Cane Run Road ® t ~ /' ~ ® (502) 778-2731K 1(800) 92B•P1 UMP http//wwwsoeller.com ~~" PUMP LO FAX(502J774.3624 ® Copyright 2003 Zoeller Co. All rights reserved. 3 27 Manufacturers of . . QLL4L?T PUMP9 SNCE ~~~j y e .~ System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Rogers Plumbing, 715-235- 1132, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or dose tanks are no longer used, they must be properly abandoned. 11. if construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. 12. The upslope toe of the mound system must be landscaped with additional fill to blend this area into the upslope natural grade; this will minimize the possibility of the system trapping surface run-off; final settled slope should be 2-3% over the system or 2-3% diverting surface run-off around the ends of the system. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the dose tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the filter should be made every 6 months until a minimum time sequence is determined. 4. Periodic observation pipe inspections should be made by the owner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 11. Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 _.., ~. . ~._ ~ ~ SOIL EVALUATION REPORT Wisconsin Department of Commerce Division of Safety and Buildings ~ l- in arrnrrtanri±wittf Cnmm R5 Wis. Adm_ Code 1554 Page t of 3 Steel's Soil Service, Inc. ~ County Attach com ate site Ian pl p papal hotless.than~at'f1 inches i size. Plan must n St. Croix include, but trot limited to: ertical a~Jpf~a,(~tefetfiiice point ( ), direction aril Parcel I D percent slope, scale or di distance to nearest road. . Pe ing Please print all information. Rev' d By Dat Personal information you provide maybe used for serxxrdary purposes (Privacy Law, s. 15.04 (1) (m)). ~~ ~ d Property Owner Property Location Cutting Edge Four, LLC Govt. Lot n/a NE 1/4 S 1/4 S 4 T 29 N R t~ W Property Owners Mailing Address Lot # Block # Subd. N e or CSM# E976 170 TH Street 11 n/a Hillside Heights City State Zip Code Phone Number _f City f Village ~J Town Nearest Road Hammond ~ WI 54015 715-796-2793 Hammond Cty Rd T New Construction Use: yJ Residential / Number of bedrooms 4 Code derived design flow rate Replacement ~ Public or commercial - Describe:It/a Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable General comments and recommendations: Mound design, system elevation 101.10 tt. based on contour line elevation 100.10 tt. 600 GPD n/a Boring # Boring Pit Ground Surface elev. 99.00 ft. Depth to limiting factor 35 in. Soil Application Rate kor¢on Depth Dominant Color Redox Description Texture Stnucture Consistence Boundary Roots GP D/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 9-19 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 19-35 5yr4/4 none cos osg mvfr gw na .7 1.6 4 35-60 5yr4/4 f1f7.5yr5/6 scl om mfi n/a na .0 .0 ~----- ^ Boring # Boring Pit Ground Surface elev. 99.00 ft. Depth to limiting factor 44' in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIft= in. Mur>,sell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 9-19 10yr4l4 none sicl 2msbk mfr cs 1vf .4 .6 3 19-44 7.5yr4/4 none cos osg mvfr di na .7 1.6 4 44-60 5yr4/4 f1f7.5yr5/6 scl om mfi n/a na .0 .0 * Effluent #1 = BODS> 30 <_ 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature: - CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St., Baldwin, WI 54002 9/11/2004 715-684-5680 Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3 Boring # -..~ Boring 1/ Pit Ground Surface elev. 100.30 ft. Depth to limiting factor 30 in. Soil Application Rate H i th De Dominant Color Redox Descri tion Texture Stricture Consistence Boundary Roots or zon p in. Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/1 none sil 2msbk mfr cs 1f .ti .8 2 9-19 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6 3 19-30 7.5yr4/4 none scl om mfi gw na .0 .0 4 30-48 5yr4/4 f1f7.5yr5/6 scl om mfi n/a na .0 .0 ^ Boring # --~ Boring __J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ^ Boring # -~ Boring _f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/Land TSS >30 < 150 mg/L * Effluent #2 = BODS <30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 994 200' St. CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002 Lic. #248956 NE1/4,SE1/4,S4,T29N,R17W Bus.(715) 684-5680 Town of Hammond, St. Croix Co. Fax.(715) 684-3449 Hillside Heights, Lot 11 This soil evaluation was conducted to satisi~ a use. 5' ~a h~ may or may not be suitable for your Legend ~ 1"=40' • =Benchmark Ele. 100.00Ft Top of 3/4" pvc pipe • =Alt Benchmark Ele. 100.15Ft Top of 3/4" pvc pipe ^ =Borings ~, r Boring Elevations ~~7 B 1 = 99.OOFt 5~ B2 = 99.OOFt 3 B3 = 100.30Ft B4 = OO.OOFt 7S (h~ ~~k . , .. ~~,: l-~ 1- C~~?~~~~ ~_~/-~~ ~~ 3 5~~-- ~ 3~ 3~~ S~-"'' , f ~,~ '~°- ~_o ~ ~~D, 3~Y ~<.. ~,~"_ ~ r ~ ~ / // / l ~~ ~7 ~ ~ , ~~ ~~ ~ ~ \ \~ 1 367.43' ~' ,~ ~ 1 1 I I ~0 7~- ~S.~. ~ ~, ~~ ~ 7 `~ 8' ,- y 288.2 T ~` /x / , td.B. 7~074~S.F j \ ~O `f 11 I .I I x ~ ~ ~ ~ ~ ' ~ ) I 1 ~ ~' / ~ / ~ ~' , ~~jr , r ~ ~ ~ ~ ~I I X 75151 ~~~ \ r~ ~ ~ / ~~ i ~~ 5~ / ~ ~ ~ \9 ~ - ~ 1.73 Ac. j // ~ '~ 6~ ~' j ~ ~ / ~ N.B. ~5~51 S.F. ~ ~, I ~ ~ ~ I 1 66~5~- ~..E ~' ~ N.B. 1.73 Ac ~ I I _ , I j I~ 11 ~ ~ Z ~ 1.53 Ac._ ~ • \ ~~ \ X ~ I ~ \~ ~ $ ~ I' \ \ 1 ~ \ N.B. 66552 S.F ~ ~ ~ n'69 BIZ \ \ ~ ~ ~ N.B. 1.53 Ac.~ ~ ~ ~ ~ I -~ ~ ~ ~~ ~ ~ ~ 1.5~b~Ac. 1 \ ~ ~ ~~ -~ ~ ~ ' I 1 ` ~ ~; _ ,-- ~ ~ K •~ ,\ ~ _ \ ~ \ 51.6 S.F N•~ 156 Ac. ` ~ \ \ ~- 0_ \ ~ ~ 4 c~`~50 Ate.,` ~~-, -O~~ ~ 's6, \ ~~ \ ~ ~ ~ a ,. ~ S ~~ ' ~ ~ ~ cb ~ ~ . ~ N.B. 65416~:~ ~ ~ ~ ~ ~ ` \ ~ \ ~ ~ ~ ~ ~ \ ~ ` \ x ` \ \ ~~ ~ ~ \ N.B. 1.5(1 Ac. 'F/_... ~ ~ _ ~ ~ f ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ 1,~A~c f~ ~ ~ 0. ' - ~ ~ x ~ ~ ~~ 'N.$. 67844 ! ~ \ \ \ \ ~ ~ G~ ~ g-,~ ~ ~ ~ N.B. 1 5614 ~ ~ ~ _ x ~~ ~/ /~' \ \ ~ ~ _ \ ~ / ~ ~ 1 , \ t \ )--- ~ ~ ~ , ~ ~ ~ _ J ~~ r _ -- /_~ - {L g~_ ~ ~ ~~T.s--ssoss s.F. \• ~-'_~ _ - -6~~~8 -~F. ~ -- ~ \ ~ ~ \ ~ ~ ~v.a .~..S.L ,a_. ~ ~ ~ - - -1.51 `~ ~ ~~~ ~ - - -LBO -~~7~8. ~.8~6344Y~( ~ _ _ '~ / 1b 6.5'` -. ~ / J ~ 3 ~r /r ~ 3( 3~ / X45,,\ r / r / r~~/. , S~''TIC TANS IvfATNTL'NANCL ACrRBB1~.ENT' ANl~ O'4~"N7...12~S~iTP C~?RTI~YCATTON FORI~i .~~ ~~~t~J/Sta.r~ ~ ~~ Parcel Idantitication Number D~ ~ a~ / ~~ GUO ...~~_~ ~:~~CY~l:t''~i~}'tV ;:~~~~e~-ty ~.oct~Yicn ~ a/.•, rS~ '/,, Sec. ~, To? / N-1Z1~Tovcm of /!" r ~~c,iYCltYtt Sirrv~y I~3~ ~ ,[~~7~f ~ Voltune _ rage # 4't'tx~r~~~,~ ~~e~ ~ 'volume ,Page # Sir..; ~ot~se ^ yas P~nc~ Lot lines idcratifiable ~ des ~ no ~`~Sl~~1~4 ~~~~C)E • Improper use and ~,uaunteiance of your 3cpdc system could result in its prematut~ failure to hsndle wastes. proper maiutt.oancc ~0~!3;45 oI purrpiY~g out the sepric tsaL'. evc~y tilr~ec years or sooACr, if needed by a licensed Gamper. What you put into the system ;;~ afreor the iun~ion of the septic tank a$ a treatment sage i.n the waste disposal system. 1t~e progeny owner agrees to subtrrit to St. Croix Zonu~ Depamncnt a certi.ficatian form, signed by tike owner and by w ~a~trrpluiuber, joutneym,?stplumbcr, restrictedpluxnber or a lioensed pumper verifyYng that (1) the on~ite wastevraterdispossl systen: 3s ;~,, proper operating condition andior (2) after inspection sod punning {it necessary}, the septic tunl: is less thsn 1/3 foil of sludge. i/~;~c, ',hc u-~dc_~igncd have read WE ~'bovo rt:quirctnents snd agree to m2iurain the private sewage disposal system with the Btztnd3cdo ~~~; north, lv~rein, as set by idle T3eparmaent of Commerce an3 the Department of Natural Resources, Siato of Wisconsin. Cezrf~catior ,tataug drat your septic system Baas been naairrtained must be completed and returned to tha St. Croix County Zoning Office witr~~. 3Q Sys oflthE free aar expir~tiot: date. ~~,7~..~'ULtC G~ A1~t~~~GZ~V 1 ~ Df'~TJJ Y `wa) certify thst all statements on this form are a~:,• to thz best of my (our) looowledgo. 1 (wc) rni (ace) the oa^rer{s) of :uc prap~y described~ve, by virn,ac of a warrsnry deed recorded in Register of Deeds Office. 'J ~~~3~ SI 1 TUfi~ OF AI' LYC~`,NT ~ DATE 4Y:J.w YJK Any inioim:rion thAt~ts`,mis represented msy result 113 chc sanitary permit bbing revoked by rile ~.olling Depamn.eat. '""'"" y= iirctude wick tihis appticatiau: a stamped wamanry deed from tlac Register of Deeds office a cagy of the certincd survey map if rcCercncc is msde in 'the warrsnty decd ~` E0/E0 3~dd 9NIfiWfl~d S~13~0~1 L9B0SEZSTL Ob:bT 9002/TE/0T !'.;,i,:1;1t1o =.,C1.(~ICSS f,_I~-.~~ ~ ~!o _~_~~ `r, ~f i I ~./ 1 _~,~ ~ ~---= POWTS OWNER'S MANUAL MANAGEMENT PLAN t+YLE iNIFORMATION ~ ~vvner Permit # .DESIGN PAItA1V1(ETERS Number of Bedrooms 100gpd/bedroom ^ NA Ntuxtber of Commercial Units NA Estimated flow (aerage)* gaUday Design flow, (peak), estimated x 1.5* gaUday Soil Application Rate ~ ~ gaUday InfluentlEffluent Quality (NAp} Monthly Average** Fats. OiI & Grease (FOG) t 30 mglL f Biochemioal Oxygen Demand (BODs) 11! 't'otal Suspended Solids {TSS) ~ 220 mgJI' Pretreated Effluent Quality D 5 250 mg1L Monthly Average*** Biochemical Oxygen Demand (BODs} < 30 mg/L Total Suspended Solids (TSS) ~ Fecal Cotifann {geometric mean) ~ 30 mg/L <_IO+cfu1100m1 Maximum Effluent Particle Site lf8 inch diameter * Wastewater Flow Verification on and calculations: (Other than bedroom based) ** Values typical for domestic (non-commcrcia! wastewater and septic tank effluent. * * *Values typical for pretreated wastewater. SYSTEM SPECIFICATYONS Septic Tank Capacity O p gal ^ NA Septic Tank Manufacturer / p NA Effluent Filter Manufacturer ^ NA Effluent Filter Model ^ NA Pump Tank Capacity gaI p NA Pump Tank Manufacturer p NA Pump Manufacturer L3 NA Pump Model ~ ©NA rre~.reauneni unti - p NA ^ 5and/Gravel Filter ^ Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer: Model: ~ ^ In-ground (gravity} O At-grade C7 Drip-line ^ Leaching Chamber ^ Irt-ground (pressurized) ~$ Mound ^ Other: Model Approval Stipulation Soil Application Rate_~gpd/ft2 Area Req. `~ Absorption Area Credit per unit Minimum Number of Chambers p Aggregate Design Flow/Loading Rate= min ivraieriais: att matenats must comply with WI Adm. Code COMM$4 and be installed per manufacturers specifications and approval letters. nRCTfi'N f RiTiiRTd l~ tc - •- ---o- ~ ~_~..~.......... ..-.,....... L~.vaav viac c~.a1.177V) ® Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ^ "Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 iw'] "Design of Conventional Sail Absorption Trenches and Beds". R.J. Otis - ASAE Publications 5-77 aad "Design Manual - Onsite Wastewater Treatment and Disposal Systems". EPA 625/I-80-012 October 1980 C+3 SBD --10570-P (8..6/99) "At-Grade Component Manual Using Pressure Distribution" ®SBD -10567: P (8.,6199} "Tn Ground Absorption Component Manual" ^ SBD -10705-P (N.Ol/O1) "in Ground Soil Absorption Component Manual" Version 2.0 ^ 5BD -10628--P (AI.6/99) "Recirculating Sand Filter System Component Manual" C3 SBD -10656-P (N.6199) "Split Bed Recirculating Sand Filter System Component Manua[" #p RBD =10572 P {R.B/99) "Mound Component Manual" d~SBD - 1069I P {N.O1lfll) "Mound Component Manual" Version 2.0 p BD - 10595-P (Rbl99) "Single Pass Sand Filter Component Manual" © SBD - 10657-P (8.6/99) "`Drip-line Effluent Disposal Component Manual" ^ SBD - 10573 P (R 6/99} "Pressure Distribution Component Manual" ^ SBD - 10706--P (N.O1/OI) "Pressure Distribution Component Manual" Version 2.0 p Drip-lute Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units tdtAtt~•ft'~tvFitvt;k: MUlY!'1'ORING SCHEDULE u'1`A1tT UP 1~ar new construction, prior to use ofthe POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell{s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System. startup shall not occur when soli conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible far the operation and maintenance ofthe POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation ofwater-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. i4laintain a regular steady flow by spreading laundry washing throughout tI~e week. Avoid vehicle traffic aver all system components. Campac#ion of snow over the dispersal unit may cause it to freeze up. Ci 'Valves Valves shall be operated in the following manner: j$,~larms Alarms should be tested on a regular basis by the Name owner. if an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. INFECTIONS inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). ,~ Septic Tanks Component Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cranks or leaks, measure the volume of combined sludge and scum and to check for any backup or ponding of effluent to the ground surface. Access .openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum hh any ±ank exceeds one-third (1 /3) or mare of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accoxdaace with Chapter NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Fitter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. g4utxrp Chamber/Treatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hazdwaze and the condition of the filter. Any service needs or repairs shall be promptly taken care af. p In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of panding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Fording at depths greater than 75°Jo of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page of vlound, At-Grade, In-Ground'Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading ar impending hydraulic failure necessitating mare frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3}years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and motutoring shall be submitted in accordance with COMM 83.SS Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of ail tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After punapitag, all tanks and pits shall be etcavated and remaveci or their covers removed and the void space filled with sail, gravel or other inert solid material. CONTINGENCY PLAN if the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacemen# system: C3 A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structux, lot lines and welIs..Failure to protect the replacement area will result in the need far a new stall from existing and proposed structure, lot lines and wells. Failure to protect the replacement azea will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. EW! A suitable replacement area is not available due to setback and/or soil limitations. Barzing advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not bean evaluated to identify a suitable replacement area. Upon failure of the POWTS a sail and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank maybe installed as a last resort to replace the failed POWTS. .~ Mound and at-grade sail absorption systems may be reconstructed in place following removal of the biomat at the infritrative surface. Reconstructions of such systems must comply with the rules in effect at that time. «WARNING» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RE.SC(JE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DII~'k'ICULT OR )MPOSSIBLE. ADDTTIONAL COMMENTS POWTS STALLS PUWTS TAINER ~ Name Name uivj r Phone ~ ~~~ -// p1 Phone / SEPTAGE SERVICING OPERATOR (Pumper) LOCAL REGULATORYrAUTHORIT"X Name Agency - / ~ i Phone Phone `7 ~S a K:\WPDATAIEH\1'OWTS OWNER'S MANUAL.doc Page of STATE BAR OF WISCONSIN FORM 1 - 1998 WARRANTY DEED 8376'93 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIR CO. , MI REGEIVED FOR RECORD 11/02/2006 08:00AM and Grantee. Grantor, for a valuable consideration conveys to Grantee the following described real estate in St. Croix County State of Wisconsin (the "Property"): NARRAHTY DEED EXERT I< REC FEE: 11.00 TRANS FEE: 128.70 COPY FEE: CC FEE: PAGES: 1 PLEASE P.ETL!~'"' Tnt ` FOUR £,cAS -' 11.935 W. County ; .__ ~-t. ~2c0 ~ -~Rosevitle, MN 55113 _, O t 018-2009-11-000 Pareel Identification Number (PIN) Lot 11, Hillside Heights, in Hammond Township, St_ Croix County, Wisconsin This is not homestead property. (is) (is not) Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this 27th day of October, 2006. u ng Edge our, LLC By David Dalton, member AUTHENTICATION Signature(s) (SEAL) (SEAL) WENDY SWATZINA !+lOi'AI'iY PtJBLiC authentica~c~.thi~ _ ._ ..daY of TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stats) THIS INSTRUMENT WAS DRAFTED BY Coldwell Banker Bumet/Robert Nicholson 1301 Coulee Road Hudson, WI 54016 6-42920 (Signatures may be authenticated or acknowledged. Both are not necessary.) WARRANTY DEED ACKNOWLEDGMENT State of Wisconsin, (SEAL) (SEAL) } ss. St. Croix County h Personally came before me this day of Qctober, ~QQ~ the above named to me known to be the person who executed the foregoing i strument d acknowl ge the same. ~- .~ M~ ~ C, i 0.-,-Z ., r~ , Notary Public, State of V~isconsin My commission is permanent. (If not, state expiration date: STATE BAR OF WISCONSIN FORM No. 1 - 1898 Wisconsin Legal Blank Co, Inc. Milwaukee, Wis. 1 oft OCT-23-2~~6 1413 P.03i03 ~ . ~ ~ ~ .~ ~ 1 ~ : ~ ~ . 1 ~ ~ ~ ~ ~ ~~ R ~ ~''a~ • ~ ~ ~ ~~o~i~ ~ ~~ ~~. ~ I U r-. 1 ~ ~ l ~ ,~ t 1 ~ ~~ ~ I ' ~ ~~ ~ . 9 9 ~.~--. i l ~ ~ i . ~ 6 ~ c. ~ ~ ~ ~ 1 ~ ~ ~~~~ f 1 ~ „~ e~~4r~,~ e~~ ~ ~ t~ ~ ~ ~ ~ ~ ;~ ~ ~ , . ~ ~ \ .~~ ~ ~ ~ ~ ~ ~ 1 , ~ ~ `~ ,~ ` ~~. ~ ~ ~ ~ 107 ~ ~ ,~ V ~ - , .EVaTIUN 9, '~ ~ ~ ~ i ~ ~ ~, ~ ~ r~~ ~ ~f ,, ~~ ~~ ~ ~ , ~ ~ ~. ~ ~ .~ ~ ~ r !. ,\~ ~ ~ ~ ~ ~r ~ C~ ~ ~ ~ TOTAL P.~3 OCT-23-206 14 12 P.02i~3 ~ I ``~' °s ~1 ~ l ~ ~ ~ ~,~ ~' ~ ~ I ~,.~ ~ ~ I c., ` ~ ~ ~ .,~^ 1 1 ~ ~ ~ ~ ~ ~ ~ ~ ~a~o~ s.~. ~ ~ r ~ I `~--~ ~1 ~ 1 I ~ ~- ~ut~ t ~~ ~~ ~, ~ ~ ~~ ~ ~ . . 1 ~ ~a~ ~ , ~ ` ~ ~ ~ ~ ~ ~ ~~ ~ ~~ _ .~- ~ \ ~-~ ~~ ~ ~ J ~~' S~ ' ~ , ~ ~ ~ ~ \ ,~. ~ i ~ \ ~3Q ~ ` ~ ~~-~ ~ OVA T1~N ~ 1079. ~ . '~ ~~ '~° ~ ~ ,~' ~~ ~ ~ ~ ~ i' '~~ '~ / ~1 f ,, ` ~' ._ . ----- -~ j ~ .. , s n rT+ ~. 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