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018-1055-50-000
SNisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division rr ~ INSPECTION REPORT GEN~RAt,1NfORMATION (ATTACH TO PERMIT) Personal information you prbvide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Me er, Stanle Hammond, Town of CST BM Elev: Insp. BM Elev: BM Description: ~a~ ~ m ~ ~~ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic J , `~~ 'ff V /2 v 0 Dosing ~ ,~ ~ i - ~~~ Aeration Holding ~ , r ~V IvtJ/ t TANK SETBACK INFORMATION TANK TO PiL b~~ WELL BLDG. Vent to Air Intake ROAD Septic 5 ~ 7 /~ 1 1-~ r ~) 7 Dosing ~~ ~ ~ ~~ I t 7 ~ Aeration Holding PUMP/SIPHON INFORMATION /'~~~ Manufacturer Demand p J ~ GPM Model Number 3L{, ~~ b ~ TDH Lif~.~ ~ " ' FrictiZ Loss System ~ad5 TDH~ J , Forcemain Lengt~b ' ~/ Dia. Dist. to well ~ /~ / Z Snn /.1BS(~RPTION SYSTEM county: St. Croix Sanitary Permit No: 506358 0 State Plan iD No: Parcel Tax No: 018-1055-50-000 Section(TownlRange/Map No'. 24.29.17.382B ELEVATION DATA STATION BS (v.7b HI /64,7 FS ELEV. I d~ Benchmark .~~ /v .~ /a~ e Alt. BM ~ Z ryt /a 2. ~~f Bldg. S r . Z 3 /a3 . ((;7' S Ht Inlet pD 0• ~ cc~~ // ! IO• ~ Dt Inlet ,/ c~ Dt B~ m 98 ~~. ~ '7 Header/Man. ~- ~ 5 /bZ • 55 Dist. Pipe `f , i5 i6Z . s5 Bot. System ~. 7~ / O Z Final Grade ~• ~~ ~d-3 I S St Cover , ~. . S 7 ~ rru a ~ ,~ ~- ~ r ~ `~iG.,h ~ g. `- .. -`~ T. Q . ~_ /6.7~D 117..9 ~ •O /O ~ • / BEDITRENCH DIMENSIONS Width ~ Lengt ~ ~ No. Trench PIT DIMENSIONS No. Of Pits Inside Dia. -- Liquid Depth SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHA OR Ty~~ ~ ~ Z`'r ~~ ~ ~ ~ UN T Model Number: ~` C]ISTRIgUTION SYSTEM /~.Ir..~l.l...rc Header/Manifold ~ ~ / Z h Distribution /~ ~~ / pipe(s) l .s ` 5D g ~' '~^~ x Hole Size i I ~ ~ x Hole Spacing r~ ~,[ g Veto Air Iq~ake tJ ~-{' 11nn::a'•^"' ~ Dia Lengt Spacin Length Dia T ,, SnIL OVER Y Proceura Svcfamc only YY Mnund Or At-Grade Systems Only 111..+w2Jl~ Depth Over / d/Trench Center B ~L' Depth Over Bed/Trench Edges ~ xx Depth of Topsoil ~^ xx Seeded/Sodded xx Mulched / ~ e ~ es ~ No ~ es ~___j No J z. ` COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/ oS~_~ Inspection #2: / / Location: 80~Hwy 63 Baldwin, WI 54002 ~~(SE 1/4 SE 1/4 24 T29N R17W) metes & b/~ou/nds Lot ~~/G~'r- ~`'arcel N/oT: 24.29.17.38~26~~> 1.) Alt BM Description = !~ ~~,~, `A~ C1ti.~,,,: r~ ~~2y,./(r]~t~a~ Q2ti2/]~ ~ (,' l9'f/yt. ~~~X ~ ~'G/t-I~ Q I~~2.) Bldg sewer length ° e~,p`• ~,- ~ "" `?N2f~-L~v'~L 7 ~ ~- ~.,~, ~ C~r'_7t`'F/~~~ amount of cover - I G^^' ° u ~ ~~ ~~~ C(~~ (~ r ~~ Jj i J ~./~ ,~QZ+s~ , O ~., ~,,,,e G.'paw d~ r, ~Ne.,O' Gup ~-/~ C E~ •~_ ~ (~~'' ~ Plan revision Required? '~_I Yes ' No I C,j~ ~' Use other side for additional information. _ ~~ Date Insepcto Signa ure Cert. No. SBD-6710 (R.3/97) 08!27/07 bION 15:28 FAT 715 386 4686 r [~jool anmmerce.wi.gc-v Safety and Bui]di ivision 201 W. WashingtonAv 7]62 County ~y ,~t'(, Q• ~' ~~~0~~~ ~ Madison, WI 7 Sanitary PermitNurnber{to be filled in by CoJ 5 t7 ~ J ~' S Department fat Commerce j Sanitary Permit Application state an3sactcionNuntn~b}er ~ ~ " J ~ L ~ ~ ~ ~ ~~ submission of this form to the appropriate govemm Code Adm 83 21(2) Wis ]n accordance with s Comm F , . . , . . . unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS aze Project Address (ifditTerentthanmailingaddress) submitted to the Department of Commerce. Personal information u pro ~ u ses in accordance with the Priva Law, s. 15.04(1 m ,Stars. ~ (~ ~ ~ ~ ~~ ~ I. A lication Information - Pl se Print All Information a -A ~~ ~ s~ wngr's Name Property O , / (/ u ~ I`J',~ `~ OCT 0 4 2007 Pareet # ~ /O~~ 5a .• ~ ~ v Property Owner's Mailing Address / n ST. CROIX COUNTY J Property Location / ~j~~ r~ / ~ J ~v ~ u ~ ~ t (, 3 Govt. L_ot 44 e City Sta ip Code Z SL ;4 on Sec li ~ % , r,, 1 /' j fiC ! ~w r~ "v .Y L J^~ 0~1 ~- (~ / ! p ,t/ p ! ~(s " /t ~~' ? ~il / , , e ~ p ,F ~ [ N; R ~ . circl•~ ~eW Type ofBuildin {check all that apply) Il Lot# . ^ I or 2 Family Dwelling - Number of Bedrooms ~ Subdivision N me n r / Pub c/Cwnmercial - D tribe Use Block # ~ , ^ City of i ~ ~ ^ State Owned -Describe Lase / CSM Number ^ Village of ___ f ~-~Z lyL~ I [?~- t Town o i lil. Type of Permit: {Cbeck only one box on line A. Complete line B if applicable) ~ .A. Q New System ~ Replacement System ^ TreatmentlHolding Tank Replacement Only ^ Other Moditication to Existing System (axplain) B. ^ Perrnit Renewal ^ Permit Revision ^ Change of Plumber ^ Permit Transfer io New List Previous Permit Number and Date [slued Before Expiration Owner __ _, O e.. __ __.__ IV. Tvpe_of 1'OWT5 System/ComponenUDevice: {Check all that apply) _ 24 in. of sortable soft ^ Mound < 24 in. of suitable soil ^ Non-Pressurized [n-Ground ^ Pressurised In-Coround ^ At-Grade Mound> _ ^ Holding Tank ~~~ Other Dispersal Component (explain) _ ^ Pretreatment Device (explain) _~ _V. Dispersah!I'reatment Area Information: ~'~' t -~-------~ Design Flaw rd) Design S it A ~plicatio a (gpdst} Dispersal Area Require s~~ Dispersal Area Prop i d (sf) System Elevation t V'1. Tank Info I Capacity in Total ti of Ivlanufacmrer ~ ~, ~ J--_-~ ~~ It Gallons Gallons Units -~ ~ U ~'- ~ NewTaz~ks ExislingTanks ~~ ~/yr~ o ?,? ~ ~ L I ~ N !/~ --- i --- --- ~ e~}`' p i ,Septic or Nolding Tank r~t~ ~ ~ 6 ~ ~ ~ ~.f~? Q. II ~ .'.I --, - - I ----- ~!---- i -- ~DosingChambcr ~~ flrGl1 _ ~'~ jJ ~,/` ~~t~' ~,~ ~ i -- S'°„~ ~--~----- ------~- '-------- i ------- VII Responsibilit}' Statement- 1, the undersigned, as me rcsponsibi ' for instalRrtioa of the POW'TS shown on the attached plans. i Plumber's Nzme (Print) Plumb s Signature NIPRS Number Business Phone Number 2 3 2 s ~ ?~ - --~----- -- - ~a c SE- h-1 t~, ~ -__ ~ _ 1- - I -- Ph~ er/'•s Address (Street, C~ ~te, Zip Code) A 0 ~ (J 1 l 1 ~ ~'(/ ' t ,5~~~ Z~ I V'I11. Counh'!D__e artment Use Only _ __ ___--. ~--- i Permit Fee Date Is ued Issuing gentSignatu e C ~PPrm•ed Q $ 'Af J/~ _ ~ wn yen Reas for Denis! r(+W ~ ~ ~O ~ ~ __, ~ ~ ~~ ~ rIX. Conditi ~nJ asons fur Disapproval ~1 ~ /1 5 ~~ ~EI~fG~: J\ 1`d/GI r 1. Septiatank, effluent tiger and dispersal cell must all he services !maintained ~ ^ _ G~ / +~ • as per management plan provided by plumber. ~ 2. Atl setback requirements must be maintained ai per ipRllfic~f'iAIpIEtE r~jsfem and sutrmit ro the County unfy nn lu~per nut tell rnan n to x r r mcnes m SBD-6398 (R. 07/07) Valid thru 01!09 08-27-07 17 35 TO~ FROM~715 386 4686 P01 . o 3 y i fl f ~ I ~ ~ oe ~ Y ``J b ~ ~ ~ t ~ a N _~}- fl l ~' ~ ~ ~ 0 T ~ ~~ ~ 1 ~ 9 ~, ~-~4 d `~° q ~j r 0 ~ s - 5=0 J9 v 9 ~ - ' ~ ~ ~~ n ~ d~ '^ rr r1 ~ ~ S ~ ~ c .i 5 ~ J 3 ~ ~, ~ ~ ~ f N ~ , ~ ,y ~ _ ~ 1 N ~f ~~ J j ~ ~ ~ ~ ~ _ ~ 3 P ~ ~1 s~~- ~ ~-~ b~ `~ ~- s ~ ~ ~ ,~ 3 .~ ~ , ~ ~~ ~ S°~ s s ~ ~ ~ .~ 4 ~ o = s~ .~ ~ ~ ,, s ~ _ ~. ~ o ~ 3 ~ ~ ~ /~ ~jkr+ o ~y c~ U c ~_ s d ~ ~ ~ \ ~ ~% ~ ..tea ~ ~ ~_ J ~- `~ ~ d ~-^.' J~ o \ ~ o r ~' ~ ~ ~( ~ ~ I ~ ® :~ ~ ~ o ~ M ~` J s\ raj, Sl `J~ 0 Q 3 ~~ T a 13 ~ s ~ fl "oa x ~I ~ ~q b ~ ~ d '~' ~ i -F ~ ~ 9 '~- ~ j O ~ d I o i\r ~ ~~ 7 '~ s 4 - .~ ~ _ S ,..Y 1 ~ ~ ~S ~ ~ ~ 'g ~ ~ ~ ,~ 3 ~ f y ~ J, - v °~ of ~ ~' ~ ~ ~ -~ ~ s ~ ~ ~ ss ,~,~ ~4s°~ s ° ~ s !n d 1~ i ~ J o z f ~' .S' 1 u ~ c~ J ~ $ 3 -~ ~ ~ ~ f ~ ~ ~ ~ ~ T ~~ ~ ~ ~ ~' ~ ~ rk °c~ ~~ ~~,. `v e ~ ~ 1 ~ d y ~ ~ ~ 0 0 ~ ~a ~' J J ~ ~~ ~ o 0 ~ ~ ~,, o \ ~ I i $ ~ 3 f ® :~ ~ n ~ ~\ ~ ~ M J ~ 1 ~ ~ M~ ~ U ~ ~ C/" 0 3T. CROIX COUNTY SEPTIC TANK A~LAINTE~N'ANCE A AND O~V~N CERTIFICATION FORM ~ ~h~ G(o ~s l~~r ~~ Property Address / {Vrued ~Plam~g.t Zoemg Dirt for new cohort.) ~;~,y/ ~~i G~w ~ ~? w ` Psrcxl ~de~ification ATE ~ l ~'-- ~ U S S~ ~~- o c c~ ~~D~~~~ .. ~ Property Ltxx~rion ~~ %. , S'L-~ 'f4 , Sec. ~ T ~N R~W, Town of CT ~h- ~ ~ ~- Snbdivision _ _ _ , La~t # Cex~Bed 3'tt-vey Matp # ~ ,Volume ,Page # Wammty Deed # ~~'~ ~ ~ ~ ~ , Volmne 1 ~ ~U~, Page # ~ ~ Z ~ ~ ~ Lot lines idae yes no :~ ~ I ;.~ r 1 ~ ' Lis ~ vi~+ ~! ~ ~ ..4 ~ Improper ttse and woe of your septic sysbeat vould resutt in its pres~huc fa~ar+e to hatudie was6as. iProprx noamtdnance coreists ofptmrpmg out are septic tank every three yews or soak ifnaadcd, by a lased prttnper. 'What 1~ iP~ into the sysl+~a pn at~ect are f of are septic tank as a stage ~ fire waste disposal system.. Qvvaer uee 'bx'lities are specified in §C,am~ma. 83.52(1) and is tamer 12 - St. ~ Coanty Saaitary Oidinmxx. The ps+operty own~cr agrees to submit is St. t~mix Connty Planmiog 8t 2a>mng DepArmneat a a ~, signed by the owner and by a master phrmbtr, joe~eyman phmabex, rest phmnber or a 1uxnsod pttt~ verifying 8>et {2) the owe ~ disposal system ~ in propel aparating ancUor {2) a#~ inspecrtoa and ping (if ny~ the septic tattiC is lass than 1/3 fiill of sUodge. iUwe, ate rmde:~otod have read are above ~ and sgrx W maimAaln fire pciv~e sewage disposal systers wiat ate standards set hetr~,.as set by the DepmrCroert of Coemxxtx aadflre Depatm~t ofl~lsaasl Resotscas, Slafie of Wiecamain. Gera wing amt }"ear' se~ic syst+errt has beat maimained m~ be completed and reternoed to dra St. tic County Pbmning dt Z~ocaag Depenrtmertt wiamt 30 days of the tbt+ee year eo~a date. iffaie ~Y the all oat ihia fvau are true to ate best of my/ara lcnosvledge. Uwe alm/are the orvne:{s) ofate property descried abo~ by vir4re of a wa,~y decd reearrikd is Ragi~er of iDaeds t~ca. Nam 8f bedrnoma l~f`~i~? SI OF CANZ~ DATE ss«~, n tbat is rtaisr~epnad~ed may reaalt itt tote saniAarS- pemat beir~ ravoioed by flte P'1~mg df~ ~r8 Depact+meot '"~" i[achrde with flue ~plusttiort a racocdod vveaanty dead fmtm are Rag~ar' afl)aetis Offxx and a cwpy of the eer~d sarvey map if rca is made is the y deed. 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. co m m e rc e. wi. g o v/s b/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary September 04, 2007 OUST ID No. 222774 HENRY F GROTE CERTIFIED SOIL TESTING E4366 353RD AVE MENOMONIE WI 54751 ATlN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDTTIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/04/2009 SITE: Value Implement 806 US Highway 63 Town of Hammond St Croix County SEI/4, SEI/4, 524, T29N, R17W Identification Numbers Transaction ID No. 1435279 Site ID No. 729773 Please refertoboth identification numbers, above; inallcorres ondence with the a enc . FOR: Description: Mound /Commercial (Shop -Retail) /Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1149873 Maintenance required; Replacement system; 589 GPD Flow rate; 12 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); Commercial System 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. • The plumbing for this project discharges to a private sewage system. The approval covers only domestic/sanitary wastes directed into this system. The Department of Natural Resources must be contacted regarding the treatment and disposal of all industrial wastes. Floor drain waste is not considered domestic waste. The floor drains from the storage area shall be disconnected from the sanitary waste drain system. • State and federal regulations prohibit the discharge of hazardous wastes to a private sewage system. Accidental discharge of any hazardous substance to a private sewage system must be reported to the Department of Natural Resources or the Wisconsin Division of Emergency Government. Cont'IZ~ ENT 8Af1 SEE CORRE • Per manual cited above, limited activities are allowed in the area 1 S feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. HENRY F GROTE Page 2 9/4/2007 • The existing POWTS must be properly abandoned per Comm 83.33 Wisc.Adm. Code. • 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. • 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 • Comm 83.22(7) A copy ofthe 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 approval 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 charles.bratz@wisconsin. gov Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M. Joe Stang ,Stang Plumbing & Electric (Plans Mailed To) Value Implement -Mound Construction Materials and Techniques 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: Pressure Distribution, SBD-10706-P (O1/O1) Mound, SBD-10691-P (01 /01) Location: SE '/a, SE '/a, Sec. 24, T 29 N, R 17 W Town: Hammond County: St. Croix Date: September 4, 2007 Owner: Address: Value Implement, 806 HW 63 `~~~t i i~r~~~ ` i Baldwin, WI 54002 ~~~`GpNS~jy ~i~ Designer: ~ Henr Grote ,S1~NtiN O~~ -*'~ Si GO ~69~N~E "' D s gnature: ~ ,MEN . V~~ License: WI D - 16 007 '~i~~ pEg`G`~~`~ ~` ~~~~ Attachments: SBD-10577 -Plan Approval Application SBD-8330 (2) County on-site 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 0 0 8a : construction addendum W ~'' m ( j "' ~S W ~ `~ ~ Q Q page 1 of 8 a~, ~~~ ONDEW .~~~ Design Criteria Residential Wastewater Contaminant Load: A r,r;~;,,a+oa ~~_~. _ . _ __, ,.,. 30 mg/L < BODE .. ~ ,c;~~ s~ S S «. ~..: o~ ., ., 3 1rOtk '7~ 0.~~Mt b ~L~C. ~~~ Pi10w~ Z'~ ` ~ ~ ~117~ \ y , Cd' YZ ~I G.OM\ a o ~ c ~~~ 0. `, av .. w, c. ~ .. w ..Q Y l t0r .a.~...N.' n \ ~~ 1 ~`~ `~ M b ~~.l,co:~ ~~ ° `~ ~a ~ s•.wSL ` Z Q. -v 2 30 ~•~ N o~~~. ~ o~ ~~ 0. yk~~ ,~ ~O - o.S? 3 ~r ~ c.~.~~~..~a ~e.~, t Q ~~- 1, ~-~ ~ ~~ ~ 2~ ---~ ° --, 10.h `'' iG.~... , _- i i 1 .~ l o, ~' ~~ \4,S ' o '. 4' ? ~ ~ ~ a \ ~ .~-. o~ l ~.r v .. "tom o .. ~ ~ ~ ~ ~ `ti ~ b o ~C" o ,., o ~ ~ ~ mac ~ < e ~~ ~ .~ b a -4- ¢~.~ ` ~, o .Q ~ ..^ : ,...._ h~ ~-,-. .. ¢i•^~c.~ c3 2" 1 / \Ir t~ (~ 11 '` - ~VC day `t'G) -Y~~~.a, v.aih ,( n ` S \ o,p ~c X4-0 ~LJ~ . ;.. ~O i r...l~ U ` ` i \\ `~ ` tton \`-4ai..~ 1 a.t a r a` S ' Z 1 Q u G S c.~ 4t0 .. ~.., ~[ ~a~ ~ ; +k, `a~ 30' I f~, fl' l ( 410 ' ~ 2, p' 2,v' I 4~,~' + I ~,b S`~o , ~' 5'0 , o ' ap,o~ 4 ~ r o ~ as, ~`~ ""'/ v.,~v t hoc s ~ w;v ~.~ t~,~t .. ~~~~~ ~ ~J~ (~ ~ 01 ~ S o ~ i ~`~' Q t .r~ e.st..,.'S s''r ~ 0 1~ 1o w \ 1; ~ a~ ~ `~ g ' ~ n.~ e.~. ~ ~ L 1 Z` ~ J\ y XJ Qh ~ a. ~ 1Lv a..` S L v~ o \ ~~ 'Y D'T ~.` U ~~ ,'"1~ ~~~o~~ i3,~1 1040' ~3~4~ I~~o ~' / ~` ~ctT ~~ k' T~It... ', '. Cr ~-~ 4" P ~~ ~ ~ P~v~ 3, 0~1'1U NO-STURBEQ Sol L r'- ~~ r ~ ppflR.OVtD R u. P I,-c _ Lgru~ E CT I O t+b ELe~. a~, c `~~ -LACK~-JG GOV~iR "-~ Lt/A,/~N hu~G .C l~BE~ . QUICK D~aGOyutGT--, 9 ~' 24U I.D. t~ua.~ A _~ ~11F F L. E a v ~o~~~ s~o~~ I 2~ n ~. S~ G " ~- a YEti'T ~~, ___~ L s~~ 3 ' o•rT o ~~uKo 1Z,~i ~~o~\L 1 SEPTIC E s,_ PE~fFI~GATIOIJ$ ~ ~~, D O S C ~ ~ ~ .u.k , ~ ~ Tn1DKS MA-JUFACTURCR: (DUMBER OF DOSES: PER p,,~ T^IJK SIZC : `~~~ ~' ~'~~ G~LLOUS DOSC VOLUME qe ~z ALARh'1 /'11.1JUFACTURCR: S~ F1~.~,~ro I-JCLU , DI-JG 6AGKFGOW: ~~~,p~;c nooct -DUMDCR: ~ ° ~ ~~`' C1~PAC ITIES~ ~ _ ~0i0 wcNES OR ~`~~' ~ ;~~:.:;~5 SWITCH TyiL: _ w~~'"v ~ "~~ 1Z 2 Z ~ B c IUCHES OF C..~~'.C>,.5 PUMP o~`~oS h1A1JUFACTURCR: MODEL r.JUMDCR: ~8~1- ~~~ ~' 9``~ i4~'° ~ D~ IuCHES oR SWI7CN Type; _ ~"`°'r6'""y ``~~ IJOTE: PUMP AUO ALARM ARC TO OC M1IJIMUP'~ DISCHARGE RATC ~~~~ GIM INSTALEED OIJ SEP^RATC CIRCU T~ VERTIC^L DIFFERCLJCf OETWCCIJ PUM? OFf /1U0 DIJTRIDIJTIOIJ PIPE., ~~~ FEET I + MI-.11MUM -DETWORK SUPPLY ~RfLSURC 2'~ FCCT ~~'~S~ + l°~ FEET OF FORCC MAI-J X 2'~g F~ ~ ~ ~ 100 /LFKICTIOU FACTOR. 2~bb 3-~ FEET ~ __~ ~~ -. = TOTAL Dy-JAMIG BEAD = `~'G~ FEET I-JTER-.JA C, DIMElU510AJt Or TAIJK: LE-,1C,TH `Z ~" _~ 'WIDTH ~ 9 ; LIgUID DEPT N 2 ~~ Faa~~ h'1 N i w WEATl{ERPROOF n ,JLNCTION J ~ erg ~~..wLt~ N O:L 1j0,0,i AL ~-S~. ~~,. [s~ o ocF ~~~ ,; a I PERFORMANCE RATINGS COMPONENTS Total Head of water) (ft Gallons Per Minute . EP04 EP05 5 53 - 10 46 62 15 36 55 20 21 46 Z5 0 33 30 - 11 GOULDS PUMPS Wastewater Item No. Description 1 Impeller 2 Base 3 Pump Casing 4 Mechanical Seal 5 Ball Bearings 6 0-Rings 7 Power Cord 8 Oil Filled Motor g Motor Housing/ Stator Assembly 10 Motor Cover METERS FEET 10 9 3 8 2 o ~ d w = 6 2 u z 5 p 1 4 ~- O ~ 3 1 2 1 0 lD, - s 6 "`~~ 9 `~ 5 -^-_'"'~--- 4 w __.~-'~T ~--- /6 0 2 4 6 8 10 1 Z m~/h CAPACITY 3 ~ o ~--• .._ .. ~. t ~ a 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 or the St. Croix County Zoning Department, 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. 1 l . 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. 1 1. 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 monitorin<, may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.~~ (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, desi~~ning. and/or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 ~+ . ~~ ~ ~ ~ ` Construction Addendum 1. Deep chisel plow mound site prior to sand placement; chisel plow twice to at least 18 inch depth below the surface. 2. Four inch service from building to tank must be protected from frost per Comm 82.30(11)(c)2. and be installed a minimum of 18 inches below surface. PVC schedule 40 must be used. 3. Building sewer service cleanouts must be protected with frost sleeves which terminate at final grade with waterproof caps. The frost sleeve-cap construction must be crush resistant to surface pressure from heavy equipment and should ideally be also protected by posts to prevent drive over equipment access. 4. All existing tanks must be properly abandoned. 5. Two floor drains in storage area of original building must be properly abandoned and permanently closed. Page 8a of 8 G.tM~~~ r,~.wr~, ST. CROIX COUNTY WISCONSIN ZON=NG OFF=CE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 FAX (715) 386-4686 COUNTY ON-SITE VERIFICATION FORM rope wner r r ~ 1 ' rnperty ocaiton t Lot "jE; 1~t 5E 114 3Z T ~ `~ N R I7 E G lJa.~~c~, /~ .. C>"nCwx ou . . tar Properly Owner's t~Aaiting dress / ..b Lot ~ Blodr~t t~sd. blame a C3hAtC ~,~,,., lea C Cott dre NitrrdrQr ^ C"Ry ^ V~lage ~ibrtttr Nearest Rand ~ ^ NewConstrueiion U sa: ^ lassidential { Number of bedrooms ,_~-_ Code derived design tbw rate _- ~ ~ GPD Replacement ~jJPublicorcommerciai-Describe: ---_,_,~.____.,_.--._..,..-_.----~--------.,-- Parentmaterial __----._---.~._---~--,.--- Flood Plain elevation if appCcable -- Generai camntetds ,~° and recommendatroris: C... ~, v 8 ~ ~ ~ ~ ~i5 w% ~.i i °~~~ . ~'~y v '~~ ... ~ Baing tt ^ Baring /OG /~- ;~Pit Ground:;<xiaceelau__._____ft. Depth to limitingfador__ _in 6~~~~ fl. `Sal MnGcatim Rata Horizon Dapd~ Dominant Cobr Redaoc Desrxiption Texture Structure Consistence Boundary Rods GP QhF in. Wtunsc~l Qu. Sz. Cont. Color Gr. 3z. Sh. 'Efi~1 `Etltf2 I 1 / f +~ ~" ~ 7 ^ Baring # ;:: ^ Pit Ground stiuface eau _---_ ft. Depth to limiting ta~6r _---- ~. Sril Annlica<im Rata Horizon DeP~ Dominant Co Red~xDescmatinn Te#ure Stmcture ansistencs f3otmdary Rats GP Odip in. tvlunsctl du. Sz. Cont. Color Gr. S'z. Sh. 'E1~1 `Ef~2 ~~~ L7 ` V~nsin Departmert of Commerce Division of Safety amid Bu~din~ SOIL EVALUATION REPORT ~ 1 ~ 5 ar a~nw w~ wrrm aa, vv>ss. Harr. Courriy St. Croix Attach complete site plan on paper not less than 812 x 11 inr~es in size Plan . include, but not lenited to: vertical and horizontal refererx~e point (BM), direction 018-1055-80-000 percent slope, scale or danensions, north arrow, and location and distance to nearest Pease print all jnfomtation. ,` Date Personal inforrr~iion you povide may be mod ror seoorWery purposes . s. 1 .oa (1} (m)). y` / , i ``a ~ --. ,) Property Owner e C R Location ~'' . David Hehli ~, ~ SE 7!4 SE t/4 S 2 T 29 N R 17 E (or Property Owner's MaiQng Address C Lot # Block # Subd. Name or CSM~ ] Value Implement 806 H 63 ~1,U Cdy ~e ZP Code Numb~rRplX ~lydage ~ own Nearest Road Baldwin Wisc. 54002 ( ~}-~~5-3259 US Hwy 12 Sir US Hwy 63 New Cwlshudion llse~ Residential / Number of bedrooms Code derived design tkner rate to be determined GPD Replacement ~ PubGe or t~rrurrercia! -Describe: Implement De aler Parent material Glacial Till Food Phain elevation if applicable R General ~ and recornrrlendations: 24" Mound Contour at 99.65 ff ~'~ ~.eit " j ~~'~.~+~..- 1~ ~,,, _ 1-~,r' ~--~" '.,~.rc'.-~', '~ I z ; -_,,,,~ I`~._ 4 :.` ~ ` cxats '~.1. c.. a ~~..~;_ 1 D ~ ~. ~, r Bonng # a Pit Ground surface elev. 95.65 R Depth to 19 factor 12 ~ ~. Soil Rate Horizon Depth Dominant C Redox Desaiptiar Texture Structure Consistence Boundary Roots GP D/p? in. MunseN Qu. Sz Cont Cobr Gr. Sz Sh. 'Efl#1 `Etl'#2 1 0-S 10YR3/3 - sil lvfgr dh as 2f 0.4c 0.8 2 5-12 10YR4/6 - sil lfpl dsh car ivf 0.4c 0.8 3 12-22 10YR5/4 c2d5YRS/5 spurs sicl Ifsbk mfi cw - p,2 0.3 4 22_36 10YR4/2 c2d5YR5/5 speaks sicl ifsbk mfi cw - 0.2 0.3 2 Ong # ~ ~~ 100 14 Q pri Ground surface elev. R Depth to 9 factor ~. Sod Rate Horizon Depth Dominant Redox Description Texture Stnxture Consistence Boundary Roots GP DMP in. Murrseli Qu. Sz. Cont. Color Gr. Sz Sh. *Etl`#i *EtI#2 1 0-4 10YR3/3 - sil lvfgr dh as 2f 0.4c 0.8 2 4-14 10YR4/6 - sil lfpl c~h ~' lvf 0.4c 0.8 3 14-20 10YR5/4 c2dsnt5/5 stwts sicl Ifsbk mfi cw - 0.2 0.3 4 20-36 l0YRM2 c2d5YR5I5 Sd+e~s sicl lfsbk mfi cw - 0.2 0.3 * E11>ia3nt #i = BOD > 30 < 220 mglL and T5S >30 < 150 mglL rr[ _ ~ su ~ ana ray _ su mgrr_ CST Name (Please Pry Signature ~ CST Number Thomas W. Gedatus 962178 A~lress Date Evaluation Conducted Telephone Number Stang Plumbing & Electric P.O. Box 263 Woodville, Wisc. 54028 g/10/2007 1-715-684-5166 l.nT M'.I.TMIM~ P~nY Ow~r ~_~ David Hehli parcel ID # 018-1055-80-000 ~ ~ ~ ~ 3 ~9 ~ . ,, ~~ # ~ Pit Ground surface elev. 1 ~ R Depth ~ 9 factor 15 ~ Sod Rate Fiorizorr Depth Dorrdnard Color Redox Description Texture Stnrcture Consistence Boundary Roots GPD/Il~ in. Munseli Qu. Sz. Cont. Cola' Gr. Sz. Sh. *EtTt1 "Eflli2 1 0-6 10YR3/3 - sil l vfgr dh as 2f 0.4c 0.8 2 6-15 10YR4/6 - sil 1 I dsh cv~+ lvf 0.4c 0.8 3 15-~ 10YR5/4 c2d5YR5/S Spots sicl lfsbk mfi ~+ - 0.2 0.3 4 24-36 10YR4/2 c2d5YR5/5 Streaks sicl tfsbk mfi cw - 0.2 0.3 U ~9 # Bonne Pit Ground surface elev. tt. ~ l:r~rg factor in. ~ Rafe Horizon Depth Dominant Cobr Redox Description Texture Structure Cons~tenoe Boundary Roots GP D/fl~ in. MunseN Qu. Sz. Cord. Cobr Gr. Sz. Sh. *Etf#1 'Eff#2 ~~ # ~ Boring Pit Ground surface elev. R Depth to 9 factor ar. Sod icatlon Rate Horizon Depth Dominant Color Redox Description Texture S'trudure Consistence BourMary Roots GP DJIr? in. Munsep Qu. Sz. Cord. Color Gr. Sz. Sh. *Etf#'1 `Eti~ * Effluent t#1=GODS > 30 < 220 mgll_ and TSS >30 < 150 mglL * Etlhrent ~ =GODS _< 30 melt. and TSS _< 30 mgtt. The Department of Commerce is an equal opportunity service provider and employer. Ifyou need assistance to access services or need material in an alternate format, Please contact the departrnerrt at 608-2G6-3151 or 'ITY 608-264-8TT7. ssn-assore~tgmroo~ Lo~' L....i nt°, ~~, e-t ~, zd ~ ~ r / qo' 6/+~##Z ~- 4 a' /~jb.b5 ~~~~'Sl ~ , /q$.&s / ~ °~~ ~ i ~ 3.25' ~~~ -Tn sc~~t~ i.} wy ~ Z. ~ ~~ D~v~ i~~~rLZ $o~, Hwy ~3 ~~~d w; ~~ w i S~- _ ~y bo2 ~.. A ~ o~~ toss -8d-~o --~'1, ~w.~s ~~ G ~,~,q,-~.s CsT ~-9 GZt 7-g~ ..i ~ ISM ~ (~~~,, ~ .,~_~ ~.~ V ~l~ of ~ ~ G~ LO~•O~ } ~ ~ M-#~ E To~ ~+ $M#2 ate•DS ~ g ~ qs• lobes ~ gz toa, o0 ~ 83 - ~oo.o~ Sh~~P ~y t, 40 S~a~ ~ ~-- ~ uSNwY b3 pa. ~.. ~ 6 --~ s~ - I 5 ' ArcIMS Viewer Page I of 1 ye 6?. 4 ~ ~ http:!l72.21.230.178/website/LRP'ortaUARCIMS/MapFrame.asp?PIN= 8/10/2007 • St. Croix County band Infon~ion Online Page I of 1 Parcel Compiuber Nwnbet: N/A Pry/ Ownea': NJA Cot~nt~ Hotr~e Search Tax Recorc Bncume~~ Mai Seart~t Results ~~... ~ . }' _ _ } . ~~ ~ c~~` Tom,.. search Res~ls - Z t~irg Property rv Return 7'0 Search Methods N '~t Generate Maitin Labels Grid ©18-1055-80-fl0[3 TOWN OF HANNA DAVID tIEHLI sa + 362C { if9~6 {_ ~ I 382A SE - SE ` TN iiAIMtMOND 24 ~ ~ 3628 x .- R { , ...._ ~ ~ v~LJ.OJO 1 V - ' ~~ 382E g{ 382E ~ w { Td~liSi ~~ a' i 11 4 ~ % "` . ~ ~ ' ~ _____ ,.. -- s . i - _ r- - . ... l ~ ~ ~ _.. - ~"'~._ .~ aew..r ~ ~ ` B/1LDiMgi i Z? ~ ~ .m ,. '~ asr rsr 1}( L4R KK LSSe ~ L ~t ws s ~ t • - i .a ~e ~ L M ~ . a ~_a~ ~,.- `~-~ ~ __ - - CurrentTool: '~ Scale:i'= (~" 1ti _ _ .___ _ ____ ... 1 http://72.21.230.17$lwebsite/LRPortaUmain.asp 8/1012007 ;~ ~ ~~scvnsr» OR6l~~,LUaTION REPORT #2610 Department of Commerce in accordance with Comm 65, Wis. Adm. Code Page 1 of 3 rlivi¢inn of C~fa4v ~nrl Riiilrlinn¢ Certified Soil Testing, LLC County Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must St. Groix include, but not limited to: vertical and horizontal reference point (BM), direction and D Parcel I percent slope, scale or dimensions, north arrow, and location and distance to nearest road. . . 018-1055-80-000 Please print all Inf ED ~ ~ Reviewed By Date p r oses (Privacy w, s. 15.04 (1) (m)). Personal information you provide may be sed for~ r Property Owner 200- roperty Location Hehli, David ~, ~ 2 ovt. Lot SE114, SE1/4, S24, T29N, R17W Property Owner's Mailing Address LINTY OIX CO L t # Block # Subd. Name or CSM# Value Implement, 806 HW 63 T_ CR ~ _ City State Zi Code Ph r _'~, City ] Village ~ Town Nearest Road Baldwin WI 54002 715-684-3259 Hammond HW 12 & 83 New Construction Use: ~ Residential /Number of bedrooms Code derived design flow rate 590 GPD ,?l Replacement ® Public or commercial -Describe: Implement dealer shop w/ retail Parent material loess over till Flood plain elevation, if applicable NA ft. General comments install 6' x 104' rock cell mound on 100.0 contour as upslope edge of rock w/ 2.0' sand fill @ 0.4 gpd/sq ft and recommendations: basal loading; shop high strength goes to holding tank ^ Boring # '-~ Boring r 1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth bominant Color Redox Description Texture Structure Consstenc Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EfftFt 'Eff#2 I i i --- _ __ This report is a supplement to the Gedatus Soil Evaluation, 8J10/07 * Effluent #1 = BODS> 30 < 220 mg/L and TS >30 < 150 mg/L * Efflue t #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si a ure: CST Number Henry F. Grote ~ ~, 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 8/15/2007 715-233-0398 SBD-8330 (R 07/U0) .~ Value Implement -Description & Sizing Information Implement store with retail, storage, and shop areas. The majority of the outside area has been filled according to local excavators and is almost entirely devoted to storage of heavy farm machinery. The proposed system is located on a 3.0 acre parcel (475.2' N-S x 275' E-W) which is located west of a larger 8.59 acre parcel (1045' N-S x 358' E-W). Most of the building area is located on the east, larger parcel. The east portion of the building is the original building and has a retail customer area, a restroom, a sales desk, offices, and a storage area for parts. The west shop area has a long N-S trench drain, two catch basins, and a restroom. Twenty-five employees are described. A storage shed is located east of the NE corner of the storage/retail portion; no water or sewer service is described for this storage shed which is not shown on the general plot plan. 1. The storage area has two floor drains which are not in use and which are described as being permanently closed. These drains are directed into tank 1 which is dry and which will be properly abandoned. 2. The retail area measures approximately 58' N-S x 50' E-W for a total of 2900 sq ft. 3. The retail and office area has a restroom which drains north near the NE corner and flows to tank 2. A subsurface "system" is described as trending north and northeast from tank 2 but could not be exactly located. Tank 2 must be properly abandoned. 4. Awash bay is located in the NE corner of the shop area and has a catch basin which apparently drains to the NW corner and likely passes through an above ground oil-water separator. 5. The long trench drain and the other catch basin in the shop area also drain to the NW corner. 6. Outside the NW corner are located two risers and avent/inspection port to what appear to be two tanks; these tanks will be properly abandoned. 7. The shop restroom also drains to the NW corner. 8. An apparent surface discharge is located north of the 100.0 benchmark and is likely related to some combination of the flows described by 4. through 7. 9. The shop trench drain and catch basins high strength effluent will be directed into a DNR approved holding tank. The shop restroom flow will be isolated from the high strength flow, combined with the restroom flow from the retail/office area, and directed into a mound system located in the NW corner of the property. The shop concrete floor will have to be disturbed to properly sort out these flows; no building plans were made available to assist in this. 10. A building, walk-through inspection did not reveal any other catch basins or floor drains. Estimated Daily Flow 25 employees x 13 gpd (2900 sq ft retail x 0.7)/30 Total Design flow = 392.7 x 1.5 = 325 gallons/day = 67.7 " - 392.7 = 590 gallons/day Page 2 of 3 Value Implement -Description & Sizing Information Implement store with retail, storage, and shop areas. The majority of the outside area has been filled according to local excavators and is almost entirely devoted to storage of heavy farm machinery. The proposed system is located on a 3.0 acre parcel (475.2' N-S x 275' E-W) which is located west of a larger 8.59 acre parcel (1045' N-S x 358' E-W). Most of the building area is located on the east, larger parcel. The east portion of the building is the original building and has a retail customer area, a restroom, a sales desk, offices, and a storage area for parts. The west shop area has a long N-S trench drain, two catch basins, and a restroom. Twenty-five employees are described. A storage shed is located east of the NE corner of the storage/retail portion; no water or sewer service is described for this storage shed which is not shown on the general plot plan. 1. The storage area has two floor drains which are not in use and which are described as being permanently closed. These drains are directed into tank 1 which is dry and which will be properly abandoned. 2. The retail area measures approximately 58' N-S x 50' E-W for a total of 2900 sq ft. 3. The retail and office area has a restroom which drains north near the NE corner and flows to tank 2. A subsurface "system" is described as trending north and northeast from tank 2 but could not be exactly located. Tank 2 must be properly abandoned. 4. Awash bay is located in the NE corner of the shop area and has a catch basin which apparently drains to the NW corner and likely passes through an above ground oil-water separator. 5. The long trench drain and the other catch basin in the shop area also drain to the NW corner. 6. Outside the NW corner are located two risers and avent/inspection port to what appear to be two tanks; these tanks will be properly abandoned. 7. The shop restroom also drains to the NW corner. 8. An apparent surface discharge is located north of the 100.0 benchmark and is likely related to some combination of the flows described by 4. through 7. 9. The shop trench drain and catch basins high strength effluent will be directed into a DNR approved holding tank. The shop restroom flow will be isolated from the high strength flow, combined with the restroom flow from the retail/office area, and directed into a mound system located in the NW corner of the property. The shop concrete floor will have to be disturbed to properly sort out these flows; no building plans were made available to assist in this. 10. A building, walk-through inspection did not reveal any other catch basins or floor drains. Estimated Daily Flow 25 employees x 13 gpd (2900 sq ft retail x 0.7)/30 Total = 325 gallons/day = 67.7 " = 392.7 Design flow = 392.7 x 1.5 = 590 gallons/day Page 2 of 3 r d i ~ - o y ,~ ° ~~ ~ }~ r" ~~1 b ~ ' x ~ ~ -3" ~ a ~ t ~ ~ ~ ~ ~ ~- ~ ~~ ~ i -~- fl T 0 --1" 9 J ~ ~ ~~ ~ i l ~ S d ~ _.1- `; ~ d ~ ~ ~ `i fl ~ ~y _ ~ h ~ ~f ~ y j ~ ~~ i -- ~ ~ . o ~ ~ - ~ ~~ s s U o ° ~, g :~ ~ ~ S ~~ S V ,.~~ J~ ~~ h -ti ~' `~~~ ~ \ ~ J U f Y ~ ~ o ~ 3 `~ s ~~ ~l 0 ~1 l~ N ~-~~~ 1 s s 0 ~ ~, ~ ~ J ~ z ~-- \^ ~ ~ ~ / d ~ ~ ~ S ~ `~ ~ s~ fi S ~ o o 0 O _' ~ l I d 3 Z S~ ~ M .~ ~ ~' ~p 9 3T. CIi~OIX CdUNl.'Y .Sffi''tIC TANY~MAIl~'I'FNAt~CE AGE A,1~ID ~t d'~~ C~~'~ICAL1'TON FOliM O~-ner ~ Mailing A~dd~ X ~ ~o ~ S l-~~., ~ 3 v , Y ~~ for >~ ate.,) (vari~ap~m xogadaod fmm Pis ~ y~ G~ ~k ~~ r ~ ~~~ Paratl. ~detmi5catinn Number ~ 1 ~(' - l ~ ~ S `~ ~• o c v . Disc ems.. ~N . - ~E~ /. ,.S'Lr '/. ,Sec. °7 T ~N x~w, ~aam of ~4~r. Wit, ~ ` ~ Y '°~ ~.' Subdivision. Lot # C.f:~flt;d Smrv~ ~P ~ - , Vohime ~ , papti # warranty :tea # ~ ~~- 2 X19 (.~ , vob~t+o • ? . U Ps~ge ~ ~ 6 Z ~~ ~ ~ ~~~~ ~ t~ Ai~tD TIC ,one aaosist$ afpuuonpmg as the :a4k every tt~eee yam err sooner. ~'cd, by a bcrebed p®par. , W>~c ]~ t~ ia:o the sya~n can affiect the fimc~oan a~f t>~ septic tank as a ~,ee m't~ ~astc ~pam~el sys0eas Owner mai~vaaace . s3bt7m' 'es erne spes~odm §Ca~ 83.520.) ~dm lr 12 - Si t~vg C.artitmy Stao~t7r Otr~~oc~ ?lam pn~peity owuat m submit b St. C'tab~ Coontty Plama~g ~ ~ a AiQa ~, hY ~ aWnar aoct by a msstts plumber, jvamcyma~'• pb~, • plow aoc a li~emmd pmt '~ (1) the a arasEeweOer dispo9el systran is sa pto~x g crow" a aad/nr (2) ~Eer n snd PampmB (~Y), ~ ~c mnk is ~ then 1/3 fall of slrr9ge. . 1~ the timdes:agtrod bmae:ad the abtraa:eq nerd ~ m tLe paiviAe sewage diepeaal sysoattt wah tba smodataia net fik9t, bc~ba,.ar~ net by the De~tro~t atFOa~sae and the DgbRmmt aFl~bm~l. Rawosavy 9sst air Wm~r~n. scion statigg >~u yomr system ba beea a utb! be enmp1~ed andsetrmred ~ tba 3L ~r~ Caanby ~S $ 7.amdn8 Dapnc®ms wi~+aa 3'~ days of the tlmee ~ eapoa~an d~ . 1% aatiF,l+ the alt a< ~ ~ ergs tine b the bat of ~y/aaeC 1~owietigs. Lpe ~p/ue t11e awe(s) aftile praprstgdeacribeilabovs,~byvaua~e afa acmraotydaedteooededinc~~ Office. Number t~ ~~I~~~? ~~~ • S OP DATE "'Any iofonmatiou that is ~ mRy ba 11w aian~ty pe~utt babog zev~oload by !~ Y~aatta~g at 7.aau18 D~1t~ '°'°` xnclnda rich this appli~iaa a saaaa3e~d ~vstus~y dead ~ the Rcpster of Deeds 019'iraa nerd a coph- of the o~ied •aarvry ~ ~" ranee is mrde ~ ~e w~mrmdy deed. (REY• tls~at~ Z0d =QI ~£:Si L0-~0-0i 3T. C~t4~ COUNTY SB~iTC TAA~ At~~IT '' AND -,--- (V~~S Po ~BliotmAVCaat4aaio®.) U Y .~ ~ 'Ys; S~ 34, Say 2 ~[ , T' ~ ~ NR 1 ? W, Ta~via of ~~ ~d-~c mac. ~ h d Subdiviabon ~ ,Lot # Cam 8~ ~i # - - , Yore ,Page # wna~a~ :~ S 2 ~ `~U ,vo~to l3. Leo # ~ v s~ lsntre ~ ~ I,a~t lies yes ~ ~ ~~ ~ ~~~ Poe spttamctt~ ai~cc&e fao~Oa ofPoe septic bdcas a<tteebt~eot,~e~8te ante Potpoettlsyseam. oanoioca _ napat~i6iPoies an: spnci6ed itt ~Caooim. ffi.SZ(1) and iss t~aplx 12 - St. (~+aoix Ccmt~ Saailaty O~noe. Thept+opa<ty oamer agta~s io ssirm~ to 73t. tic Candy Pltsaetg at T,seit~ Dsp~tettt a aeu~6aimiod i4nms, slgte~ by ~ oaraac od bgr a matter phtt~besy job p~tbey naatticeed pltmober a s }loe~atad pasn~r Post (1j ~ au~sits wasb~w~Mer~Ytpassi s~etlttuit iapsopaicgradti~tca~oaaadRar{~ ailarirpectiaaaadtpvs~piag ~neomstty), tine seplie bolt ie lase Pots 1/3 ~afslad8a. _ r/vaq Poe mdasi~sedLt~seadPos slyoRe aad~esiaas~a~spa~alessos~s~ilitetel s~eM~swllh~ strademtit set ~,3saain,.~aetbyffieDep~tOOmta~Gameter~caaaaflieDeptt:t®eetal'Nsustal~t~esoaootr, ~eaf"'W3toa~oti~ tlet~iotlisnstttl~tLutyattrs~a~c s~sl~saLssbeas-ssasb~wedmattbe oagttibd astiradt[nedtaPoa St G~aaa GooeyP Po Z~oais~DepiatetatRwiiin 30 ~ afl6a ffitea ~'~ UwecedifgPostaD aatlme iratotsae~ata to Poe bestcto~g~uarlmoarledg~. 7/wo am-aseffis o~es(s) a#Poa ~ lyvitba aye w~astydeedseoadedinlmra~I)eeds OffioQ. leesttf btttr ,~ ~ ~ ~~,j,~ 1't1RB ~' C~1lNT(S) DATB "'~Asry' 8ntismiecapt+aewiadm~yin~eat~tryPa~itbeiosbY~p~i~Z+~°°~'«` >~e~fli applic~ioaa ~aeoot!ded.atrmty~eed~aaml6e afDeedt416ca ~mdsoopyafffie cectifiedssx~rmep if ieiataaoe ~ mstla is Poe sra '~® O~VI C.B~RTIFiCAT~T FORM ~ ~. `+~ ~~ . ~~~ try ., , . - RebiL4rd 1v it 014, a~k.k~Wl~~CI Uw ' ~ `~` ~~ i Tom' t~ ; ~ ~ ; ' ,• ~ ~ m ~ ~,x, ° rl' ~ 7 ; ~ ~ ~ r ~ ~ ~ ~ _ iVi~~~««« ,. ~ `.~s~ ~+~,~~om~.#+~,~, a?~d Dort~~- Vanerg~t, ~~,,i. x#.fe,,.~.eu~.d ~ her own right, ~: .. ~a~, ~; ~ r ~ ~ parties o~;tbs first p:rt. +wd i~ ~ ~, i ~ .~S ~d Star~tl.ey Me~'~, -.' ,. w -A4~~t0litt~: Th~.t the ,aid part iee of ~ 8tat ,., P°2'ty of the ~eoad part part, for i~nd ~ is consideratloa of the aim of i ~ltirte~en Thatttaaz~d and 'Ao/100 ($13,0©O.iDb~ Do1~rs to them is ~d P+i~ by tbe`safid` party o~ tha secoAd part, the receipt whereof is hereby confessed! and sN~noxvledgsd hXe givezl:~ran#ed, bargained, sold, remised, raleased, aliened, conveyed ands°coai£rme~F,' ~d'1~-'`~these~ prii~aazlta'~aTb • Vie; `grant, bar~aia, sell, remise, release, mien, convey and conSrm unto the said pa,[tY of the second part, his heirs and aaslgns ', forever,~tha following described; teal estate, sitaated in the couatp of St. Croiat' '-and State of Wisconsin, to-wit; A parcel psi laid lpaa,ted in the SE}~ of the SE~6 of Section 24, T~~N R~.~MI, Town of Hammond, St. Croix County, Wisoonain, desorib~d as follow;;.the east 358 feet of the south 608.38 fast' of the SE}4 of the SE}4, of Section 24, ~29N-R1~W. ~. Contng 5.00 acres more or lase including all Highway Right o~-Way, This deed is exaouted by the grantors ass fulfillment of the terms 4~,s_eertaia d contract executed by and between tha same parties ae heroin, ~aa3.d~ ~»ri~raot detect August 9, 1966, and recorded.xith ~.: the 9fti.oe of Regstar of Deeds, St. Croix County, Wiscnnain, on August i6, 1966., in Volwae 426, pages 145 and 146. -'' ' ~~~z ~~ ~~ f :, , ,. ,. .. , ,A ~, w , , .. , . ,.,t:.. :.:: ,~ _,: ~OGo~tgltz with all and singular the hereditamepts and appurtenances thereinto beloagiag or la anywise ap,perfaining; ,ttnd:all';!?~~r'~estaiEe;°~3'~ht, title, interest, claim, or demand whatsoever, of the said parties of rhe'first ,part, either 1~, ~aw or equity, either in possession or expectancy of, in and to the above bargaiaad premis~s'and`lbeir fier~sdita~ents and,sptpurteaancea: ~u ~bC-dnb to '~alD, tlia said premises: as above deacr~bed with the hereditamerats and appurtenances, unto the ssrid party o#: the secpnd part, and to kris heirs and assigns FOREVER. ana tot Qbatb~ Adrian `~wnSomex~tn snd Dora.. VanSommran far theme+Rlatm w~~$ht~h~rr'ex~ttora and edministra#ors, do covenant, grant, bargain and AB~'ee.#Q-sad 1~+~.t„~.~b~..ss,~~;,p~4'-.. ~.;,.5?f the seco~td_Pa2't,..~ ~~... heirs end~assl~r~{ that nt the time of the enlGdin~a.A~i daliverp`of these presents they are well seized of the premises above described, as of a good, .sure,. perfect, absolute and ladefaaaible esteeta of inheritance in the law, in fee simple, aid __~bat.he ss~ra°atre--fra,~t.and =claar'i~rprax aN ~~ac~braucas;,~-v~zeevar, _.. , ~~ . ~ ,., . . ~~', ~1R't~~trga~fne~, prltaises in that b~tlei 'and :paactakie possession of the acid party......,- of the .la-' d0,.~r .,rr ~~o ~ ~:~~€3 oar-.-b~-r ~.o. sraT>; a~x of ~~lscol~isrlw.e t=olir.~ ~ i LAsi`tTD CO1VT~.CT Cr~cract, tsy sod tactxan Stanley t. i+trycr aYlla Starilry tr1 ycr and Dezrothy A. Mrycr atkJa Dor+orlsy Jyte}tir, husbanr9 and w3fc, holding as rrtarir:.; provrrty (`Vendor", whether etas or rsaaa'r) erred DaE~id ltchli (`Purchate~'_ wheaies an.: or more), Vendor se!Is and ay~.:es ao rr<xrvc~y to Purrc°Jrasra, upon tle~ prompt and full perforntanc.: of this contrsct by Purchaser, the fallotav[g txupt9ay, saecthrr wiah the rents, profits, fisturtx and oiltcr appwtenant urtcarst 1(all rsticd the-Proi~Y i. to St. Croix County, A['isconsir TRAN~a ~8~ r--- . _ .._ t ~ - ~ . ~- - =,~u • - .;is~ ~ ~ ~'~~$ - 9:3~J A ~ ~' i ~.`' x_- k l+tA.irtB AMID 1tEfl.'di.'~1 ADDRESS ttElsititiG`7't~ty L?tW OFf1i~FS °. ~. t3oz ! i7 tdcty ttiehrrtond, wl yi~17 Parcel ID tvrs.. (i t 8-loss-50 8e I OR-1: ss-so l~rrrtis ex!' t~.•..s icw.sted in tilsc Soudeas: 'j e>f the Soutteast >l. of Session 34, 'fosvtt53tip 2Ll tvesr4tt, lL•sttgc t 7 West, Town of i tamtrtond, d~r,an'trd as fol+aws: 'ti;-., t?ast 35g CsxK of tAtz iuutEa frOS.38 f~a of the Southeast '/, of the So+.tttcast 1 of Scotian ? t, Township ?~ i~lonh, F:artge t 7 West is~iuding x97 h:gat:tay tight-elf-\,ray; ~eWt7 Cotnrtc~scing at th^ Soutlecasa corner of the said Southeast `/. of rite Southaas; '/. of Section 2,; thence Atorth on tSsc East tins of said Sortiaut 3-1 tt,@g~5 feet to the point of beginning, thcrt-.c eant"snuing l\iorth on the Fast tine of saitt 5cction 3•i +s3G.G2 fceti; thence \Yest parsllcl ~yith rhr..Sotnh litre of said Section 2•l 358 fit, t'rcnce South parallel with the Fast. line of said Sceaion 2-0 4}tS.62 feet; thence East lrtralttl with ajk yOtrllt lir.r. of said Section 2d 3SS fct to the point of beginning, subject to existing public hit.;ltway; AIdD Cvttcrr~cir.,g at a W~im 358 feet St6est of the Southe:r<.t corner of ahc Soudscast Y. of the Southeast % of Section 24, Township 29 Nonlt, R,snge 1 ~ 1is+~e.t; ttrerr+~ ~Vcst 2T5 feet; ther^.ee 1\torth 47~.'c feet; thence ~ 375 feet; thence South .47~ =foot to th.: place of ocginnint. 'll>is is rwt hara+zsccatt property. Purr)sxsc~r al;ttccs to purchase [hc Property artd to p°.ay to Vendor at 8$fi iiighw•ay G3, t3aldsrin, Net S40O2 ahc sunt of SGQO,000.00 in tf,c fcllas+ing ar~.'tr.`r. (a) 5 i 20,400::1t[ at rho tcxcczt:ieo of this Contract; and (bi the balance of sr1$U,OW.OU, tegesher \viih in[crest from date iaere4fa>n +Icr balarteye outstanding from [imc to time at the rate of8 % per antwn umil paid in foie, as follo\vs. [=:tyre: 3'koteSantt Etve> Hundred Eighty Seven :.nd 13/100 Dotlars (54,587.13) on August 1, it)9S and on the settee: day of each moatn thCCaSkae vnul the: cntirc unpaid principal is paid in foil. The intcres[ rate shall be adjusted every five: years tsn the anniversary date of this tactd eartasst to a rate equal to tlta pritrn cornntcrcial rate publisittd in the Midwest Edition of the Vlraii Street )oumal which interest rate stta:i neat as lc:4~ dtz3ls f'~ n\~r greater that t 3°!0. The monthly payment shat! bt: adjusted to artx\rtizc the containing principal balance ir. cquat montl+ty payntcnas for ahc remaining term of the rand contract. Pro\•iile~d, lrowe:vcr, lire cntirc outstanding balance shat! be paid in fuH on or before the ~7 day of Juty, ?013 (the maturity date) Follo*+e ing any dcGautt :n payment, interest shall accrue at the: rate off 0% per annum on the c:nairc amount in default (which shall include, withotp limtitaUan, ddirtqucnt interest and, upon accclcration or maturity, the cntirc principal bataneej. Purchaser, unless excttscd by Vendor, agrees to pay monthly to Vendor amounts suffieiene to pay reasonably anticipated annual taxes, special assessments, Care and re.~uireti insurance premiurtu :vhen due, To the extent received by Vrndor, Vendor atY,recs to apply payments to lhrsc obligations when due. Such amounts rcccire:d by the Vendor for payment of taxes, asscssntents and insurance will be dcposiicd into an escrow fund or unstec accoum, but shall not bear interest unless otherk•isc required by taw. Payments shall be applied first to interest on the unpaid balance at the rate specified and then to principal. An} amount may be prepaid without pnntiu.~t or 1'ec upon principal at any time. In the ccrnt of:uty prepayment, this contrast shah not be treated as in dcfauh with respect to payment so long as the unpaid balance of orincirraL anti intsrtxt (and in such case acrruinc mterest from. month to month shall be treated as unpaid orincieail is Icss than the amount that sod indebtedness would have bccn had the monthly payments bccn made as 6rss specified about; provided that monthly payments shall be coetinucd in the event :.feredit of any proceeds of insurance or eondemuaiion, the condemned premises being thereafter excluded hcrcfrom. uwu~~;tr-~ t.r~-ri r^o:~ir~~,'-~ ~-=,tisfrc:I \;ri~. the~io Qa st:Car by 4~e titieeridonz stctrrii~.ed to Pttrrit~cr for ch„erinatisn ~i.vpr. rvrse Purchaser agrees to p:.y rite cost of future title evidence. if title evidence is in the form of an abstract, it shall be retained by Vendor ur,.il the full pttrehasc price is paid. Purrhzscr shall be emitted to take possession of the Property on Closing date. 1>urchascr promises to pay when due all taxes and assessments levied on the Property or upon Vendor's interest in it and to deliver to Vendor on demand receipts showing such payment. Purchaser shalt keep the irrprovemcnts on the Property insured against loss or damage occasioned by fire, extended coverage perils and such otherha~rds as Vcndorrnay require; without cc-insurance, thrognh insurers approved by Vendor, in the sum of loll insurable value, but Vendor shall not require coverage in an amount more than the balance owed under this Contract. Purchaser shai! pay the instance premiums \c hest due. The policies shall contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrc~ in soiling, the original of ell policies coverins the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance co:npanics and Vcnrlor. Unless Purchaser and Vendo- othe:nvise agree in writing, insurance proceeds shall be applied to restoration or repair of the Property damaged, provided the Vendor deems the restoration or repair to be ec;onamically feasible. f. ~Q~ ~ ~~~~~~~ ~~~ Purchaser wvenants ems sa sormrus -waste nor allow waste so bz eorortritu~ on the Prvpcrt3, so ltea~ the P.raperty ixr ga+:d a~'+y'-'~~r' ` corsdition erred rya?r, !a Iccc!, the Prepmy f~nae horn iii superior !o tEae iia +ol ilnis Coauracr, sad so ou~iy s+*ith all lass, oadrr+x~ araf regulations affea:ting she Property Vendor agrees slral in e..rse she rsttrtlia_Qe priix wills inl~ ~! outer r:tonies sl-.all be fully F¢id and a!1 cossditioos shzL be fully p~r:o.~-~d as the tir.3es acrd in she rnanncr above slse[a:ia7, Vendor toil{ an darrraard, execttiie and delavrx to ells Pttrrarasiet, a :S/drr"irtsy CJCed, its i3ae simFle, of the Property, fr=x and sleet of all ler>s aa:1 esicurt~rances ext~e{ss any li~ss or ~tasnnbtances created by uSc act err t'zfas+4s of Purchaser, ants cxccgss. mgusicipal and ~nistg ardirsacsc~:, eascnt~srs assd rt=uricazc~cs of ecaaecd_ Port-bysrs at,•recs i3ras timeu- of the csseoec and (a) in Ute e+*ens of a defeats in else paycnast of any priacipcrl or inirstn whitfi eaatinucs for a period of 30 days following the sptxifecd due dace err (b) :n rise event of a default in porforrrt:,nce of eery other olrleralion of Prurh=tier which eonsinurs far a period of 60 day3 following wriucn notice therooE by Vendor (deliyccd personally or -r~ctilcd by ceriifeed reel)): t7taa the entnre outstanding balance under Phis c-~nu-a+c- shall battens imrrxYliarciy dac a,sd payable in full, as ~cnc'ar's optissrs and .~•ilhot.a aviirc (which Purchaser Sereby :v:'ri•vcs), and Ysrdar shat! also have the following, riehss and r~enedic (subjtact to any la't^isstiorss prvwia'tofl bS Paw) in addition sa ahosc provrdal by law or in aaquisy; (1) Vendor repay, at his vpsion, eerresin~te this Conuact and i'ur'eh.~.--r's riglath, title and interest i.r the Prsrperty and recover the Properly back through suits fottxiosare with any equity of radc~rr-piicr. co u+. cosrdisiossetl c~t*n Qurehaser's full payrnrnt of the entire auts[atrding balanc.^ with interest thereon from the daac of default as she talc in rlTcrt elite teach date and other amounts due hcrcundcr (io which evens alt a~:uess previously paid by Purch:~.er shall be forfeited as liqu="datod daprctgrs for failure. to i::.: Il :his Cot•.tract a^d a; cetera) for the Property iC Purchaser Cans to redeem): err lit j Vtxrdar may sac far sped.!-is perfartrtu~ of this iCantrac! ter eotnp.:F imrrterfia:r: rill full pavn~rems of the znsire oursraradAng balance, with inacr+ess ti-crcwn at rlsz eves u- rfi°eet an sin- datc of dcfamk and- other aretourtt: due herssnder, in wb;clt evctes she Prtrpeny shall be atrcaioncd xe lceUreca9 ,talc armsrurr ~siri oc liable for any dc6ciency: or (iii) Vendor may sue al law for th4 entire anp:.ei purchase price m' any portion ther~f: err ~v) \rcruier rrray doclare this Contr-•et a! an et-d :rr-d n:rrrovr this Go:rtract as a cloud lase title in a quiet-~t1e anion if she cquitablt- interest of Pureltasa :s ins%ghific~tt; acid (F) Vendor ss~y have Ptrsc.S-.zser ejects! fr¢srt pours:an aC she Prapn2y t~stl le.'a-e st rceeit-cr a~pairstcd to eitlltact arty ~nt_z, issues or profits during the porrdcncy of ary sctron u+eder (1), (ii~j or Div) above i~lMavithswrrding any oral or writlcn ~, -+~~is ~ actions of Vendor, errs cltxli~•n of a[tsy of the Cora.-going rerfladies sh: li only be bindsng upr~n Vctedor if and where purwcrl is litigarian assd aft oasis acrd tatpenses inclualing «asorrable a!torneys lass of Vendor incurrsd to enforce arty rcptv_^~dy :irset:rrdcr (waethcc abated or na[) to Ilse e_cterrt nos prohibited by law and ~pensz°s of aisle evidence steal) be aulr d [o principal and paEtl by Puceh~cr'. ~ inearrrad, amd shall for insltsdtxf in any jwJgrnrris. llpvn tree i:ortvitCnt:ensenl or during the ptysdtR.cy of sty sctian e` for~losurc of this Contract, Ptrrchasinr ootrsents to Ilse apgaoinsrrtertt of z rccciver of the Progeny, including horrrtsicx! itrscresl, to collect the rents, i~tsts, and profit of the Prt,.pcny during tiro pentitatey of surlt action, erred such rents, issues, and profsts when m collected shall be held •arril applied as the court shzsll direa_ 1*urchascr shall nos transfer, se11 ar cona-ey troy legal ,r cgaiiable imr;rest in she Proptxty (by assignr-icnt of nay of iaurehascr's eights mrdcr this Contract or by option, long-tcrrr Itass+e or in any nihtx arayj without the prior avrttiere er;nstni of Ycndar units-s cailptr the: outstanding balance payable under this Caniract is first paid in lull or the intuest convcYra9 is a pledge or ossignrn>ass of Purthas~'s intereest under -his Consrast solely as security for an inrlebtcdne~•s of Ptuchase-, In the evens of any suelr translcr, salt.• err camcy:ust.~e withcrt Vrrsdar's ar-riuen consent, the entire outstanding bslxnce payable under this Contract shall become irrprrrcxli-ateiy due and payable in full, as Vendor's option wflhotat flatFee. Vendor sha1H make ati payrrrcnts when due under any mortgage outstanding against the Prupctiy ~ tiac date of this Conuact (extr:-pt for a.-ry r[rartgagc grantctt by Purch~r) or ender any Hate stxured thereby, provided Pttrehaser make- etrncty p3yrrsent oC tlrc ttcrtaxtnu iltcer due under ibis Contract. Purchaser na3y make any such ,^a~.tnenss dircctlY io the Mong:rgae iP Vrndor fags to der so anJ all ptty:txrts 54 rml€ by Purehascr sh211 be co:uiderei! paymcnl5 trualc on this Cantcset. Vcador n-.ay waive any default without waiving other subx~qucns or prier drfauR of Purchases AI! terms of this contract shall be binding ulron and inure se iht•, benefits of the heirs, legal rcprescni~tivcs, sutxessars and usigvts of Vender and Psirchaux• (If nos an otvncr of the progeny the spoase of Vendor for a valuable ccnsidcratinn joins herein so reiealsc hornt~tt~al rights in tint subcct Prc~pcny and algret-s to join irs the cxccutian oftise decd w be made in fulfll_mcns her~coQ. Dated this ~_ day of July, 1998. _ s!.~.~ STANLEY 1. M R A D HEHLi D01tOTH Y A. 'YER A I7'~'FTt.~.l`d ;'iC',ATiC)iV Srg tare of David Hchli authenticated this Signatures of Stanley L Maysr and DoroAhy A. Meyer, 1 day of Dui 1998_ husband end evifr, .teathcpttealcrl .=SEA i tt~~~ day oC Thomas R. Schumacher am .Remington TITLE: MEMBEK STATE BAP, OF W[SCONSIN E_ 'I.dMBER STATE BAR OF WI ONSIN TNIS DOCtIMEI`dT DRAFTED BY_ REMINGTON I:AW OFFICES `_ Judith A. Remington P. O. Box ! 73 - New Richmond, WI 34017 (715)246-3422. " ~ chi ~ p=i v ai O S O O ~ tD N a Aa d d ~ O ~ ~ W N n ~ ~ I O ill Z N (p O .a ~ c ~ i ~ i fD N I ~ z c ~ ~ °_ ~ ~ a ~ ~ o m m ~ ~ ~ (D N a Z 0 ~ v _O O ? ~ m i I ~' G W CD ~. ~ Z CD i O ~ i N i ~ v O I I i rn D I ~ n ~ a I ~ O ~ ~ N ~ Z ~ N O O N ~ ~ C CD (D d I N O fD O tD o O I °o o- ~ v, o ~ ~ ~ c °: f ~ ~ o 3 . ,~ ~ ~ ~ 3 m ~ I ~ v ~ ~ ' .o c ~ 1 d ~ /~ 1 3 =~ I '•~ o W ~ 'I ~ o o ~ ~ fQ ~ N OD ~ ~ ~ ~ o y N ~ fD a fD a ~' o ~ ~ w ~ N 7 ' O C\ ~ ', 01 Q1 (D ~ ~ ~ I m', o, w' ~~~_': ~ ~ ~ ~ ' v v o w K ~ ,II N i m = ~ a a~ ~ ~ 3 - ?CC w < ', Z fn Z A D m ~ °o d ~ N (~ ~ fD y ~ N .+' C N N d 7 v Q W C37 ~ O `L ~ O 7 O O n r ~ N °^. ~a 3 'o i d 3 m m N Q 0 C a U1 ~ ~ Z ~D c ~ 77 M a _ N N A W ~ m ~ '° ~ ~ ~ z 0 3 ~ o ^' ~ ~ 3 m ~ ~! z m ~ ~ ° I T C 7 Q O V 1 .S ti b N O O V A ti li A ~ :A O o ~?, 'o ' Parcel #: 018-1055-50-000 03/19/2007 04:35 PM PAGE 1 OF 1 Alt. Parcel #: 24.29.17.3828 018 -TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -HEHLI, DAVID DAVID HEHLI 4607 ROYAL DR EAU CLAIRE WI 54701 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description " 806 HWY 63 SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 8.590 Plat: N!A-NOT AVAILABL E SEC 24 T29N R17W 8.59 ACE 358 FT OF S Block/Condo Bldg: 1045 FT OF SE SE Tract(s): (Sec-Twn-Rng 401/4 1601/4) 24-29N-17W Notes: Parcel History: Date Doc # Vol/Page Type 07/15/1998 582990 1340/207 LC 07/23/1997 1109/297 QC 07/23/1997 455134 07/23/1997 431 /120 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/22/2001 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 8.590 52,700 569,500 622,200 NO Totals for 2007: General Property 8.590 52,700 569,500 622,200 Woodland 0.000 0 0 Totals for 2006: General Property 8.590 52,700 569,500 622,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Form Plb 67 Wisconsin. State Bar ~. ~ APPLICATION FOR PERMIT of Health ' .for e~Q-~.ti j ~ S-- ~, w „ ,, PURCHASE OR INSTALLATION OF A SEPTIC TANS ~' (Sec. ].ltlt.03, Wis. Stata.) , Typs or use BLACK ink 'A. OWNER OF PROPERTY Name t~,~~~ f #.,+ At~e~ss~_ _ StrQ~, ,,;.,City, Zip Code " i'Nirota~huie Iapl~atti~ ~ , ,. ,. "' . ~ ~aldtriid~ Ilisaonain B. LOCATION OF PROPERTY WHERE SEPTIC TANK IS Ta BE IlJSTALLED Check 1. City Mail address ~ County one.: 2 . Village ~~- sf ' ia y 3. Z Trnan It sa a 3t. croiz ~ ~cJ Give 1 cense number he d: C. INSTALLER Wisconsin Restricted -- Licensed y~ ~ Sewer Plumber Services Name Address ~~sett Hsldt 8nldtiia. 1Pis3consin D. SPECIFICATIONS OF SEPTIC TANK S ze in gallons: Check one 1. 500 gal. 1t. 1,500 gal. ?. x,000 gal. _ 2 . _" 75o gal. 5 . 2 , o0o gal . 8 . _ 5, ~o ~~. 3• Z 1,000 gal. 6. ____ 3,000 gal. 9• mover S,OOO gal. give capacity . .Materials: 1. X Prefab concrete 2. Poured concrete 3. Steel E. TYPE OF OCCUPANCY 1. Single family residence 3. .Commercial establishment 2. i Multiple family residence !t. _ Industrial establishment F. APPROXIMATE. NUMBER OF PERSONS SERVED DAILY 6 O. PERCOLATION ..TEST .MADE 1. Z Yes 2. No Date 9 5-1 By whom s~ssott Boldt ~; (To be completed by County Cler ) `~ Date application is filed d fee d G \\ Permit issued (date) ~ ~ S~ Ps t` Number '~~~ County Clerk ,~ o fe: The application. cannot be consider for fil until all of the above questions axe answered and the fee paid.- County. erk will forward application, the fee of $1.00, ~\ and Copy (b) of the Permit (yellow copy) to the State Board of Health. Checks and money orders should be made payable to the Wis. State Board of Health. REPOftT OF INSP~,CTION---INDIWAL SPJ[nIAGE-DISPOSAL SYSTIT~I PRIMxRY TP.E.~TMENT consists of Septic Tanlc~ Other (Describe) SEPTiC TANK: Distance from: Well ft., Lot Line ft. Building ft. High watermark ft. 12~ or greater slope ft. Wetland ft. Cistern ft. No. compartments Liquid capacity gal. EFFLEI~NT DISPOSAL SYST"~I consists of Tile field. Seepage pit (s). Seepage Pit or Tle_ Field: Distance from: Well ft. Building ft. '--- .. Lot Line ft. G~istern ft. High Watermark of water course ft. Slope 12 or greater ft. Wetland ft. Total length of the lines ft. Number of linF~s Lengbh of each line ft. Distance between lines ft. Width of trench in. Total effective absorption area of trench bottom Sr. ft. Depth of filter material below the in. Depth of filter material over the in. Cover over filter material Depth of the below finished grade in. Slope of trench bottom in. per 100 ft. Depth of bedrock ft. Depth to ground water ~ t. Number of Pits Outside diameter ,~,_, ft. Depth below inlet ft. Lining material Gravel around pit:- Xes. No. Total absorption area sa. ft. Square feet of seepage trench bottom area required Square feet of seepage pit area required , Inspecte Title: Approved , Date ~f ~ ~ ,19~. d by: Re.j ect ed , Date ,„~_,19 County, Town of ' Owner Sanitary Permit o operty Address Septic Tank Permit No, Subdivision a • !~ N ~. ~ ~ ~ :~++.. ~ ~~1~ M O r r~ h~ • 1+ Y 1+ .".~ " ~ ~' r~r ,~ ~ ~ m P ~ ° o. ~ ~ ~ ~ ~ ~~ i~ 0 •~ ~~ g ~ ~~ pp . H ~ ~ d F•+ ~i ~~ $ ~ ~~ ~~ a s~ ~~ • MM • ~ y • a ~ • ~, ~ ~~ ~~ ~~ 7~ 0 ar a~ ~~ eF ~a °y :' ~ C ~! g 1~g g P O $ ~ ~~ °S w ~~ 0 a~ o ~. ~ ~: ~« >~ • ~~.j1 d H f.~ ~ H~ i • r ~ ~ V,. ~ ^J n [~ ~ O w +w pN~M H ~ -~ ~ ~ _ ~~~~ ~ ~ ~~ ~ b ~ ~ y 7 ~d ~d r ~ ~ ~ ~ b ~ ~ ~ ~ ~ ~ ~ Fµ+ o Q H ~• ° ~ 0 y ~ -4 ~ v + ~ F'~ M t., ~ ~ `4 H a Z ~ ~ ~ ~ ~~ $~ ~~~ o w ~ vi ~ • ~ ~ ~ ~ ~~H b ~i • ~ ~~~ ~ 5' rz~y ~ +, w ... ~ N x Z H a x A ~+r N G)~~7. ~H ~ ~ m ~ ~ y~ x g _a ~ 4 ~ 8 x x~~~ m ~~~ o ~r ~ ~ ~ n H " N N_ N ~ a ~ ~ ~~'' Fes'' ~ p, C/~ ~ ~d vi ,: ti ~~~ g ~ ~, o ro~~~ m ~ v ~H ~ - -zxy ~ a m IU y ~xu~c~n ~i ~ ~ ~ A- cn r-+ ~ to P' - - - - ^ ~ O ' ~y w z x ai d ~j Qd ~ ~ -~ .L ~ v t~7 ~ ~_ y ~~°o ~ C ~ 't7 ~ ~ ~ µ d r ..~ ° r cn M ~ ~ ~ p4s s~ ro Qoa A C] ~~~ cF ~ p H d H CviJ ~ p f/1 .. ~.+ is H W • ~, ~ ~ O O 4 F-' fA n ~~ ~s ~ ~ r d ~o r ~ O ~ ~ ~ ~ y W F+ H ~~ ~ ~ ~ z ~ x z° O x N µ Plb 60 `"NAME OF BUSINESS . Y, N OCATION ~ ~ - --- y JO ~ 1`'~ C~ L L • ~ / ~ street or highway city or township county OWNER Mailing address ARCHITECT OR ENGINEER Address PLUMBER t~ r ~-1 Address ~ t/V,,~ _ 1. Chick appropriate building usages) and fi.11 in the information requested opposite - each usage listed: ~ Existing building Addition New building If addition to existing building attach detailed memo for each. ORestaurant or dining room , .Seating aapaaity (10 sq.ft./person) OMotel OHotel ( )Cottages . Humber of units; Regular Housekeeping 2 persons/unit .' ~ 4 persons/unit TOTAL NUMBER OR UNITS -'---- (.)Bar or cocktail lounge . Seating oapaaity (10 sq.ft./person) ONursing or retirement home . Number of bade 0 {) Mobile home park ... . Number of units -dependent -nondependent O Servioe station . Number of acre served (daily) O Sohool • Number of classrooms Meals served Yes_ No~ Sho*ors provided Yes No . Factory or offioa building . Number of persons (total all shifts) __ O Residence , . Number of bedrooms O Qther -specify { 2. Indicate xhather or not the folloxing facilities are aonnsotedt Food xaste grinder . .Yes No ~ 9 / Dishxasher . .Yes .'No llutomatia clothes rasher Yea No~~~ 3, Fill in the appropriate information for the folloxing as indioateds Septic tank capacity planned ~ / '^ ~ Normal septic tank capacity ragairad Qf~ C~-d' ` 50~ increase for FWG or AW ~ Total septic tank aapaaity required Paraoletian test results - ATTALFf PYF'~OLATION TEST i;~POKi' 5HF.ET ~ / / ~`~ ~~ Seepage trench bottom area planned ~~ xidth 3 _ , linear feet 3 7/~' ,depth ~S - ~lJ"~ Seepage pit planned ! 07 a " , outside diar eter /p / depth belmr inlet ~ .depth O ~t~ .~ P Seepage trench bottoa arcs. required , xldth , l~.inear feet Seepage pit required ,outside diameter ,depth bslox inlet Signature of person completing Corm; Address: ~~~ Date -- 9 STATE BOARD OF HEALTH, PLUMBING DIVISION P. 0, Box-304, Madison, Wisconsin 53701 Approved: . 1. ,} Date .~~~- ~ ~ ~~o-~ -~---- THIS APPRGVAL IS-BASED ON STATE PlU7h8- ING CODE REOUIREIA~NTS A'!0 DOES NOT EXE ~aPT THC IiSTP,LLATiON FRCP~4 CITY, VIL- LADE, T0~'+NSNIP'OR COUi~iY ReGULATIONS 0°. PERiAIT REQUIR+J't',EtiTS