Loading...
HomeMy WebLinkAbout002-1045-30-000;Nisconsin fJepartment of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Lokker, Steve & Randall Baldwin, Town of :ST BM Elev: Insp. BM Elev: BM Description: SANK INFORMATION n _ TYPE MANUFACTURER 1 CAPACITY t Septic • t J aXK ~Q ~~ Dosing / ~J vw f0 Aeration e ~-- ~; ~ ',~' Holding TANK SETBACK INFORMATION TANK TO n P/ IC WELL BLDG. Vent to Air Intake ROAD Septic /~Z.. 1 1 ~d ~ z `~ Z~ Dosing ~ ~ a 2 ib ! Z 4 ~ z4 Aeration Holding PUMP/SIPHON INFORMATION _~ Manufacturer /' D m and ~ Du s P M Model Number ~~ ~S ~~'~ TDH Li~~~~ Friction~ogs L_ System He~ad~ TD~' ,2~Ft Forcemain Length 3S ~ Dia. ~1 Z Dist. to well /68' Crlli ARS(1RPTICIN SYSTEM County: St. CroiX Sanitary Permit No: 499260 0 State Plan ID No: Parcel Tax No: 002-1045-30-000 Section/Town/Range/Map No: 20.29.16.289 ELEVATION DATA STATION BS HI FS ELEV. Benchmark ~~ $•t 9~~ 9,s ss Alt. BM t ~ / ~ r Bldg. Sewer i/' ~ y 3 ~ 4 SUHt Inlet 5 6 , '~ Z. ~ SUHt Outlet ~` Dt Inlet ~ ` Dt Bottom ~ ~ 2 d c,Zq _ . ` r Header/Man. / '~ `/~ '' . d T Dist. Pipe /' ~ / c7 7 ~ ~ Bot. System ~ S ~ ~ 5~ ~ ~ 3 Final Grade ~ ~ ~ c1,[~ Soli v~~ T~~ /. L5 9~ - ~/ '~-~__ BED/TRENCH Width Length ~ No. f Tren s ~ PIT DIMENSIONS No. Of Pits ~ Inside Dia. Liquid Depth DIMENSIONS ~~4 -7/~ ,U ~~, ~ ~- SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: ~ ! CHA OR E INFORMATION T ype i stem: / ~ ~ T UN Model Number: ~ 6 rJ ! /~ ~ r11CTRIRI ITIf1AI CVRTFM "` "a ~wJ Header/Manifold S Distributio/nn L Pipe(s) ~~ 3 J ~ x Hole Siz ~'~ x Hole Sp~a2cing .-,+ ~ rl ~ Ve , Air Iota ~ ~ Length Dia • tD3 . Length Dia Spacing t/'~ Cf111 !`fl\/G I? .. n-........-.. c..~a.....~ fl..l.. .... M..nnrl !lr er_r_~a~lo RvcYwmw Only U-...wnr+.. ..,. 2.. Depth Over Bed/Trench Center Depth Over ~ Bed/Trench Edges xx Depth of Topsoil ~`~- xx Seeded/Sodded I ' xx Mulched No ~1 1 ~~ ~ _ , No es (gs COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: /a / 3~ / 0 ~ {t~ Inspection #2: / /_ Location: 2271 90th Avenue Baldwin WI 549n2 (NW 1/4 NE 1/4 20 T29Nt ~16W) NA Lot G~~~ Parcel No: 20.29.16.289 1.) Alt BM Description = / ~ ~ G ~ 2.) Bldg sewer length = ~ I r ~ ~ ,~ P -amount of cover = ~ ~`'~ '~' ~ 3, 5 ~ ev•e,~ Loc .a~ ~_ _ _ _.. ~ /'' ~, jj Use otherls de foruadditional in Yes No ' ~ ~ I ~~ (~~~~~5 __ ' ~ -~--- formatlon. __ --. - -- Cert. No. Date SBD-6710 (R.3/97) 05/25/06 THU 10.33 FA% 715 386 4886 X1001 Safety and Buildings Division Cttun4~ /~ ~ ~ ` _ 2UI W. Washington Avc., P.Q. Sox?I62 (,~~a . J ~~~~~~ Nladisotl, WI 53701-? i b2 naary Hermit Ntunhcr (ta he filler in by Ca.) (6os)a(>G-~tst ~g~ z ~o~ Department of Commerce ~a)l>t31tdr3r permit A~pip~ieation Stitt Platt I.D. Nutnhcr ~ ~~ ptasntwl inhumation you ~ Wis Adm Cods In accord with Comm 8321 ~~ 1 ~ ~~ }' . . , , ~, ~ ~{ far ~ondary ptuposee Privacy ~~ D Project ABdttss (i different than trailing address) 7~' ZZ? ~ 1. Application Information-PlcnsePtitttAllrY do , ~/,~l~.L y.~~ n ,,, ' Properly ChvttC+'3 Nanu= ~ P+trcel N l.ot # Block k ,~¢ e v .~- !~- ,q v k Dal - /n~/5 ~ 3d - mo ~ Propdty thvnrr's Malting AtklrtSS Property l.acetiwt aC ~~ ~ ` ~ +~- y=+~• Section < U ~= taEC Cit ~' / ~ ~/ e r ~'(/ t ZrpCodre ~ -t G/ri / Pfattc/Number/ / I S "fID3 ~ ' - ~ ~ -('C ~, N: R ~ ~m~ W t, (/ l~ O / k art that a l ) ilditt ch II T f B pp y ype o g ( ec - n N b fB t 4 SubdiviginrtName CSM Number raonts um cro tx t a2 Family t?wellinS- i l D U i ^ a - cscr puplitlCommtxc bt: se J I ^ Stnte Uwrted - Ihscribt IJsC ~„~,,~ X ^City_^Villsgc~l'ovmslrip of - ~ / /1 lII.'Cype of ptrmir (f heck Duly oae boz on line A. Cpmpkte Pent B if applitabk) , A, ^ Ncw S)a4:m ~Rtplatxrrtttu SySrr_m g f'ank ktplaccment On ~ Tr~tdrtcnUHoidin IY ^ Utl+t:r MudiGcation to Existin • S scant b ) R_ .~ ^ Pdtrnit Rtttetval ^ Permit Revision ^ Clvtayti of ^ Ptamit Transfer to Ncw t.i4t Previous ('enr+;t Number and DatC Issttetl L3cftxe Expiration Ptum6a' pwttcr IY. 'I' of PUWTS S stem: Check all that a b /L ' ^ NOn -1'rc~~rri~cd irr~mund ~ Mtrund ? 24 in, of suimblc soil ^ Mouncl t 2d "u1. of suitabtc sail ^ At-Gaade ^ Single Pass Sand Filhx ^ Crntstruetai Wexlarrd ^ I't'~w'iaed )tt-Ground ^ Holdnrg'fank ^ Peat Filmr ^ Aerobic Treatment iJait ^ Reeirwlating $and Fih~ ^ RecirenlatiaG SYnthctic Media Filter ^ 1~rtGhini'. Cltatniter I) Drip l.inc ^ Gravd-lese Pipc ^ Other (rr:plain) ~. / V. Dis rsaL'I'teotmteatAtea lntormation: Uesigrt F1oty (.rpd) Dcden Spil Appliwtien tta Dispersal Arco Requir sl) Dispersal Atxa Prvpuaed (s/} System Elevation I Z5 L~S~ ~IZS ~y t~ G ~ ~ ~ ~ / ~ `I ~ 0, ~~~ ~- VL~fa0.k Info (::qz+cics in Tnral Numhar Manufadurtx f~fah Siic St~•~! Fihtt PlaSliC Gallnrts Gallons oftjnits Concrete t:onstrttcteti Glass T;wks Take _.. Septie ,r tMklitne Tak ~ ` ~ ` s - _ Aerrbia Trnnnrra unit Dosing C'halubrr ` V ~ t ,^ __.-. VII. Respoacrlrrhty Statuatat- t• the andtraigntd, aratama respptagiltitity for iastallatioo of [lit iK)W1'S shotrn oa the attached plans- • ., -. ft^usiness Pho/ne(Ntnnlrer Plum6cr's Sigaattttt PRS Num6ex m) Plumbtr s Natrta (Pri ~ ~ `_ Plumlxr s Addttss (Strtet, Ci /, Stara, dip / /. - ,„ VIII. .nunriJf rtment On Sanitary 1'Ct:nit F+s {itrchtdcc Cirottndwatcr t1•at' Iss+w Issuing tu-t Sigrtat e ' o Apprt+vctl ^ U~ tpprovt~ Surcltaig~ Fx) ~{• ~~ ~ / / z9 D (i J (~ O +tvcn Rtawa for Dextial •(~ n tX.t;'t-ntlitiaaxofApprnvsl/RcasnnsforDisapptroval 3) Lo,, d~~tOJt.S ~^~ J'~•'12... ~'~ . SYSTEM OWNER: f 1. Septic tank, efflttertt finer and ~~ ~ n ~,~-e,Jt^ ~,.,~ ~ ~: ~ Pe(~-' ~• dispersal cell must all be services /maintained /~ as per management plan provided by plumber. ~~~ b„~~//~ 2. Alt setback requiretttents must be rttaintairled L/ 1 ~j s~,~n~ ~ Ip.Q_, c~ Ipq,,~,~ as per apppcabNe code! ordinances. J /~ Attack campktr pwnt (to [rte Coma snt~) ~ ~ ~ on Nst not tract tbu eta : 11 inchn ie svs - - -- SBD-6391~S (I2.. 01103) @5-25-@6 12'39 T0= FROM=?15 386 4686 P@1 -~ ;~~eveh ~ Ra w d ~ f ~ ~ ~ K~t'~~p ~2 ? I ~~ ~~ ~ U~, - 4a a ~e s ~G, ©~ .SL ~,Qar t~w~ ~ ~3~~k.e ~ Nlks ~~~ ~' ~ v t a ~ ~ ~ fG m~4n ~ ~~. N ~ ~~. ~ 13~d `lv ~ G.s `S~ ~{~~ ~~ ~V' ~~ \~ ,r'P ~~ ~ ~ ~ ~~ t ~---~ , 1 Py ~,~, i,,. ~~ Qd ~.~, ~~"~ ~~ P ~~ ~°,, ~ x ~'~' ~ °e s'~,--~' ~.~_. _.. _._.,-_~..,_-~. ...~-___, a ~ ~ ~" ~~~ ,~/~L°w~ ~y ~ ~~~~ !/f~ ~~~~ f Ss ~~- ~~-~~ ~,2 ~L ~, 3 ~G g, ~l E~ ~ 3, ~ g ~, ~ q 2 . /S~ g~. ~ N V 1'' = ~/~' lea, ~ e ~ ~ o~'' 9 Cvst~o/2y 938 ~~~ ~ f tt~ ~~~ ~ ~ ~~,~ fem. ~~: ~, / ~~ ;~'~eve.rt Ra ~ d ~ l ~ ~ ~ KiC'~~ ~2 ?/ ~~ zx ,eve, , 4~, ~c~~5 r3~ 1 d ~ ; .~ ~.v ` s`K~~ ~. G W ~ ~ ~~ ma4 n ~ ~f1. ~ ~ ~ 2. ~ ~~ ~/1~,~•., ,~y ~~,~, St~h ~ /YIN ~~3~1~5~ d~ ~~ - ~~_ e~ ~jv ~ G , s ~ P ~' ~~.~ ~ ®jd try ~-~~~. ~ eat ,~~_ ~~~ ~,~ ~ ~ ~ ~i t ~ 1 ~ ~.3 s~~o ~ ~ ~ 0 r ~ ~® ~. ~ ~`.; ~ ~ ,. ~ rte- i ~` ~ _~ ~~ ~~ ~ c,. ~, ~~ ~~ ~~ ~ . ~o ~ a ~~~ Cvh~a2~ q3,8 ~'~ $Q- a ~. ~6'~' g, 3 tG !2. /~' ~, LI ~G ~ ~. ~. 1~ ~~1= ~~~ P~ y e _~.. ~_ o~'=' 9 commerce.wi.gov ~ ^ ~iscons~n Department of Commerce ' November 21, 2006 CUST ID No. 223475 ATTN: POWTS Inspector Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary JOE STANG ZONING OFFICE STANG PLUMBING & ELECTRIC ST CROIX COUNTY SP]:A PO BOX 263 1101 CARMICHAEL RD WOODVILLE WI 54028 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/21/2008 Identification Numbers Transaction 1D No. 1345429 SITE: Site ID No. 720711 Steve R & Randall L Lokker Please refer to both identification numbers, 90TH Street abave_n all corres ondence withxhe a enc Town of Baldwin St Croix County NW1/4, NE1/4, 520, T29N, R16W FOR: Description: Three Bedroom Mound System /Replacement POWTS Object Type: POWTS Component Manual Regulated Object ID No.: 1108472 Maintenance required; 450 GPD Flow rate; 22 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1) 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • 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 private sewage system 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. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - A copy of the approved clans, 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: The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual fo~P~3~~1.escribed in this approval. ca~Z~~t~o~Z~t~y P '~E® DEPARTMENT nc rnee^.r~..~ ` JOE STANG Page 2 11/21/2006 • Comm 83.52(1)(a) -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. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • 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 components} utilized in the POWTS. 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 maybe 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, erard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon -Fri, 7:15 am - 4:00 pm j erry. swim@wiscons in. gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 MOUND AND PRESSURE DISTRIBUTION COMPONENT DE~fG~ ~ ~ 2006 Residential Application saFE'~~ ~ ~ui~DINGS INDEX AND TITLE PAGE Project Name: Lokker Replacement Mound Owner's Name: Steve R. 8 Randall L. Lokker Owner's Address: 2271 90th Ave. Baldwin, Wisc. 54002 Legal Description: NW 1/4, NE 1/4, S 20, T 29 N R 16 W Township: Baldwin County: St. Croix Subdivision Name: Lot Number: Block Number. Parcel I.D. Number. 002-1045-30-000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specfications Page 8 Plot Plan Page 9 Soil Evaluation Report Designer: Joe Stang License Number. 223475 Date: 11/15/ Phone Number. (715) 684-5166 Signature: D~ Designed Pursuan the Mound Component Manual for POWTS Version 2.0 SD&10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 4.01 (R. 09/04) Ivly~ f AfETY AND BUILDINGS Page 1 of 9 SEE GOR SPONDENCE Mound and Pressure Distribution Component Design Design Worksheet Site Inform ation (r or c) R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 4.00 Site Siope (%) 93.80 Contour Line Elevation (ft) 22.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ftz} Distribution Cell Information 70.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Celi Design Loading Rate (gpd/ftz) 1 Influent Wastewater Quality {1 or 2) Pressure Disribution Information (c or e) a Center or End Manifold 2.14 Lateral Spacing (ft) 3 Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) 50.00 Forcemain Length (ft) 83.80 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 10.92 Vertical Lift (ft) 0.88 Friction Loss (ft) 18.29 Total Dynamic Head (ft) $`~' i ~ 3~ Lateral Diameter Selection in. dia. o tions chaise 0.75 1.00 1.25 x x 1.50 x 2.00 x 3.00 x Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 6.43 Cell Width (ft) Are the laterals the highest oint in the distribution Y network? Enter Y or N If N above, enter the elevation ft of the highest point. 6.52 ftz/orifice Does the forcemain drain back? Y Enter Y or N 8.16 Forcemain Drainback (gal) 65.39 5x Void Volume (gal) 73.55 Minimum Dose Volume (gal) 28.42 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice 1.25 x 1.50 x x 2.00 3.00 GallonsAnch Calculator (optional) Treatmerrt Tank Information 650.00 Total Tank Capacity (gal) 1000.00 Se tic Tank Capacity (gal) 38.00 Total Working Liquid Depth (in) Wieser Manufacturer 17.11 gal/in (enter result in cell 649) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) Zabel ~ Filter Manufacturer 17.00 Dose Tank Volume (gal/in) A100 Filter Model Number Wieser Manufacturer Project: Lokker Replacement Mound Page 2 of 9 Mound Plan View i- 1_ 1/10 B -' 'Observation Pipe 'Q' ~' . ~~- K O ~ . .t .. _~B• . ~:.. . ~. I Mound Cross Section View Aggregate Dispersal Area Finished Grade 96.74 (ft) ---- .:f// /ir... G ~ FI :'. ::: I F . ~ : ~ : ~~~~~ ~~~~ 95.47 (ft) Lateral Dispersal Cell :~ 94.97 (ft) ~ - • ::::::: : ::::: : ~ • Invert Dispersal Cell :~ :: ~ = ~ ' ~ : _ t Elevation E ' D .' • .•. .'.'.' _ ... ... '~• . .' . .. •. ..~ .' .. .'.' Shading Key 1~ Topsoil Cap © ~'~'•~'~' Subsoil Cap ©0 ASTM C33 Sand ® `~~ Tilled Layer 0 Aggregate I L Mound Component Dimensions Down slo a toe extension made. A 6.43 ft E 17.09 in H 1.00 ft K 9.20 ft B 70.00 ft F 9.25 in z 9.64 ft L 88.40 ft D 14.00 in G 0.50 ft J 6.53 ft W 22.60 ft 450.10 (ftz) Dispersal Cell Area 1125.00 (ft2) Basal Area Available 6.43 (gpd/ft) Linear Loading Rate 7.00 (ft) 1/10 B Obs. Pipe Placement 9' 4.0 % Site Slope ~. ~- Dispersal Cell c Q- 1.5 ft ~ o QQ ~ ~ ~ d 0.5 ft Typical Lateral F ~ O T *--- q -* 80 (ft) Contour Elevation Geotextile Fabric Cover See lateral details on Page 4 for number, size, and spaang of laterals. Laterals are equally spaced from the disfibution cell's centerline in the distribution cell (AxB). -+ _fi -1 Project: Lokker Replacement Mound Page 3 of 9 End Connection Lateral Layout Diagram CerMrer the laterals over the A & B dbnension • ~ Turn-up wl ba I I +rahre or cl asn out pl u g P ,ay laterals are ideixical ~ x -~ I Holes driNed on the bottom of the lateral equaMj spaced s y r Laterals & force main of PdC Sch 4D S (per COM1AM Table 84.3D-5] W Force main connection via tea or cross to maniFoW at any point. Number of Laterals 3 Orifice Diameter Lateral Diameter 1.25 in Orifice Spacing (X) Lateral Length (P) 68.42 ft Orifices per Lateral Lateral Spacing (S) 2.14 ft Orifice Density Lateral Flow Rate 9.47 gpm Manifold Length System Flow Rate 28.42 gpm Manifold Diameter Total Dynamic Head 18.29 ft Forcemain Velocity Dose Tank information Electrical as per NEC 300 and -- Comm 16,28 WAC Disconnect Tank k~mponeM is properly vented Wieser ----- Ca ci 650.00 Volume 17.00 Manufacturer Gallons gaUnch _t A B C D Dimension Incites Gallons A 22.91 389.45 ~ 2.00 34.Oo C 4.33 73.55 D 9.00 153.00 Total 38.24 650.00 3" Alarm Manuafacturer SJE-Rhombus Controls Alarm Model Number Tank Alert 1 Pump Manufacturer Goulds Pump Model Number 3871 EP05 Pump Must Deliver 28.42 gpm at 18.29 ft TDH 0.125 in 3.11 ft 6.52 ft2lorifice 4.29 ft 1.50 in 2.90 ft/sec Locking cover with roaming label and locking device and seated watertight i 4 in. min. ~ Attemate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P• ump off elevation (ft) 84.55 •Dose tank elevation (ft) 83.80 Project: Lokker Replacement Mound Page 4 of 9 Mound System Maintenance and Oration Slnecifications Service Provider's Name Joe Stang Phone 1-715-684-5166 POWTS Regulator's Name St. Croix County Zoning Phone 1-715-386-4680 System Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450.1 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Freauencv Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins ect and/or service once eve 3 ears Should ins ect and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins t for ndin and see a once eve 3 ears Miscellaneous Construction and Material Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas wilt be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished ..~~~~........ •~~~~~~~~~~~~~• Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral ~i Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Lokker Replacement Mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code GerN3ra1 This system shall be operated in atxbrdance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01) and SSWMP Publiption 9.6 (01/81)] and kx;al or state rules pertaining to system maintenance and maintenance reporting. No one shook! ever enter a septic or pump tank since dangerous gases may be present that cook! cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no kmger used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. A<:cess openings used for service and assessment shall be seak3d watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Expceed acx~ss openings greater than 8-inctres in diameter shall be secured by an effective ticking device to prevent acldental or unauthorized entry into a tank or component Septic Tank The septic tank shah be maintaited by an irrdividuaE certified to service septic tanks urnter s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septa tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The flthr carbidge shook! not be removed unless provisions are made to retain solids in the tank that may skwgh off the finer when removed from its enclosure. M the filter is equ~ped with an alarm, the finer shall be serviced if the alarm is activated contir-uously. lr-termittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of skrdge and scum in the tank exceeds 1/3 the Uquid volume of the tank. 8 the contents of the tank are not removed at the tune of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maxknum scum and sludge accumulation in the tank. The addition of biobgical or chemical additives to enhance septic tank performance is generagy not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Porno Tank The pump (dosing) tank shall be inspected at least once every 3 years. All swkdres, alarms, and pumps shall be tested to verify proper operation. Han effluent filter ~ installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution ~4 tvs srn No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and muk~red as necessary to prevent erosion and to provide some protection from frost penetration. Traffic {other than for vegetative maintenance) on the marnd is not retwmmended since soil t~mpaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Colo weather installations (October-February) dilate ttrat the mound be heavily muk~ed as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODs, 150 mg/L TSS, and 30 mgfL FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS,10 mgfL FOG, and 104 du/100 mL for highly treated effluent Influent fbMr may not exceed maxknum de.sign flow spelfied in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and lt La recant that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test ~ performed lt shook! be compared to the initial test when the system was instaNeti to detsrmir-e if orifice dogging has occurred and if orifice leaning is required to maintain equal distribution within the d~persal cell. Observation pipes within the dispersal cell shall be drafted for effluent pondirrg. Ponding kwels shalt be reported to the owner, and any levels above 6 indtes considered as an krrpending hydraulic failure requiring addltbnal, more frequent monitoring. Continosncv Plan ff the septic tank or any of its components become defective the tank or component shah be repaired or replaced to keep the system in proper operating condition. ff the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a twrnponent of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present kx:ation by indeasing basal area ff tce ksakage occurs or by removing biobgkariy dogged absorption and dispersal media, and related piping, and tepNacing said components as deemed necessary to Cuing the system into proper operatirg condition. See Page 5 of this plan for the name and tek~trone number of your krcal POWTS regulator and service provider. Project Lokker Replacement Mound Page 6 of 9 ~~ou~ns PuMPs Submersible Effluent Pump EP04 & EP05 Series 4 Sperm designed for die •~~ grade wr6me of for IuMitation and eflident ^ Yearf~ tlpperand IowPr saudion. Mo6or: 'EP04 Single phases 0.4 k~ 115 or 2301 60 its 1550 tiPl1+~ badt in oYetbad w~h automatic reset • EP05 phase: ~ 5 HP. 115 Var?30V, 60 iii 1550 OPM, builtin armload rah au~matic reset. • Pbarer acrd: 90 court standard length,lC~/3 S11YY wdh three pnmg 9 P~ ~ foot +, tG/3 SlTW nth three P~+9 99 Pw9 (standard as - A~rallable for ar~a~c and a~ual apewlion. lla~oanalic awaetn include i~iai goat SMds asa~4d and ~~ t El04 YrpeNer:lhesmo- a~ pip aut motor aMedu~l seal prole ion. x u 0 c~ex~an ~ 8.4Z_. ~e~ >,cerclr us>~s a..as~ • llaod~tio. .~ wesue~ ~w.~~~u~ w~a. C,Ol,tlds Ptmps 41t,J Irr Industries ~~ P0.y G ~ a T" L ~~ J a 2 4 6 8 10 12 ~ St. Croix County Land Information Online Page 1 of 1 .A„~s.a Parcel Computer Number: N/A Primary Owner: N/A County Home Search Tax Record Documents Map Search Results T~oois... ! ~~ ~ ~ ~ Tools... ~ 1~T1~ C Search Results - 1 Matching Property . ~~,,;~, _ ~+ Return ~~ MeiriOUS ^+ ~~ 002-1045-30-000 TOWN OF BALDWIN STEVEN R & RANDALL L LOKKER 227190TH AVE, http://72.21.230.178/website/LRPortaUmain.asp ~0.~ ~ '~~ o -~ S 3 ~f F" ,.~ ,~` Tq ~j,. ~t Current Tool: ~~ Select Scale:i"= 150 }t, .. ,. 1 11/13/2006 St. Croix County Land Information Online Page 1 of 1 ,.~:.~ Parcel Computer Number: N/A County Home Search Search Results Search Results - 1 Matching Property N Return To Search Methods ' Generate Mailin Labels Grid 002-1045-20-000 TOWN OF BALDWIN STEVEN R & RANDALL L LOKKER http:l/72.21.230.178/website/LRPortaUmain.asp Primary Owner: N/A Tax Record Documents Map _. Map ~ * ,fir"' I`'"' ~ [~ ~ (-~ ~, ~ Tools... Tools... ~~1 ~-+ _ . _ _ Scab:i"= 300 it. apr.~, cram ~ 11/13/2006 RECEIVED OV 2 9 2006 L ~A770~N REPORT ~,~, 1~ 5 w~o~lloo~ _ ~-~.......rb w woy a•••• ......- ST. CFlft1~4`~ ~ ~ ~ ~ ~• AG117. coos County St. Croix Aitseh siiB P~ ,gyp ~ s3~ Pfwt mist but tat inited ~ vsrlicsf arrrd ltorbontal refetttnoe P~ (~1. ~0^ a<rd Panxl !D. de hd d 001045-30000 , u acrd lout grid d north snow rrs i i istartoe b neatest ma - , o rr~s , alppe, scale ord ~ Dale please prl~tt aN 0~°r+~i°,n' // L 9 PdwOrnl itlrorrtwlion yoltl ~ be used RKSaoondr! P~P~ te~4 a 15.04 (4) (~1` Ptopef(y10CatlOn u ProP~- Steven R. dt Ratxlall L Lokker NVV 1/4 NE 4!4 '{' 29 N R 16 Govt: Lot (sr)1N Lot # 81odc# S1~td. Name or CSfAf~ Proptrty Owner's Mlai~9 Address 227190th Ave. ber N Yirttge amt Neatest lioad um ~ Stale Zip Code Phone 9Qth Ave. Baldwin Wtsc. 54002 1- 15-684-3499 New ~ ~~ ~ / Number of bedrooms _ 3 Code derived desist Bow title ._._,~ 450 ~D ~~ ®Public or comrtetaai - Descnbe: '~! 8' Parent rrtalefiat ~ Food Pk+irr elevalian iFapP ~ General camtatds Mound System Contota' (a3 93.8 a<td r+eoor~: Bea 70 X6s ~~ a ~ ~ ~ Grotrtasrrfsoeeret-. 93.8 nr. ~ ~ ~ ~ ~- ~ Ra1B Fia¢on Depth [)omirrard Redox DestsipGotr Taxers Shttdtra Cortsistettoe Botrtdary Roots in. Mtrra®i Qu. Sr. Coat. Color (Y Sz Sh. 'EA81 'E-il01 i 08 ~loYx3n - sit 2fgr mfr ~ 3m o.6 D.s 2 8-ZS 1 YR4/3 -- ~ 2sbk mfr cw if 0.4 0.6 3 250 IOYR4/4 t1n.sYx~s sici Zsbir mfr car lvf 0.4 0.6 2 Q Bor<tq ~ ~ E3°ti'tg ~ 8 ~ 2Z _ ~ p~ Gnourtd surface elev. it Deptlt ao irrrNrg factor in. Sol Rafe tiotlaon Depth Domtrtant Redoor DesaipRiott Textures Slnrcdre Cortsisletrae Botrrdaty Rdools GP Dt# in. MrerseY (Ztr. S~. Cork. Cobr Gr. Sz Sh. '~1 '~ i 0-10 10YR3n - sit 2fgr mfr cs 3m 0.6 0.8 2 10-22 10YR4/4 - stet Zsbk mfr ~' If 0.4 0.6 3 ~-'~ 10YR4/4 f1l7.SYRSA6 stet 2sbk mfr ~- ivf 0.4 0.6 E~IMtetk #1 = 8~_ > 30 < 220 RIOIL and TSS >3D < 1 50 trrtlL ' 11t a2 = BOU_ <_ 30 trrtlL acrd T55 <_ 30 ttgll_ CST Ntrrte • +.q CwSTNrrritBl Tlames W. Csedatus ~ 9621'18 Address Data EvaNral3att Corrdttded Telepiarte Ntrr~ber Stang P~m_ biag dt Elocttic P.O. Bmt 263 Woodville, Wisc. 54028 l I/ISn006 1 715-684-5166 ~.AT M'.I~TMII~ ~ 5 OQ2-1045-30-000 page ~ - Steven R ~ Randall L I.oldcer parcel®# prr ~""~ ~~ t3oring 92.15 tt ~ ~g factor ~ ~. DeP~ Soi - Ra ~ Pit ~~~ gory Coanae Roots t Texture '~1 ~ t Depth ~ tam. Sz Sh. 3m 6 0 0.8 ~ ~ ~ ~' . I t)-8 10YR3l3 _' mfr ~, If 0.4 0.6 2 x-19 10YR4/5 '-" 2sbk mfr cw Ivf 0.4 0.6 3 19-38 10YR4/5 fl~-~16 sici HorPoo i ~ ~ D n Depth ~ O.g ~~ C~o~d su~taos elev. ~~ tt. ~ ~~ u ~' ocent Redooc Texdx+e Consi~enos Bo~a~arY tar. Sz. Sh. Qu. Sz Cone Color IOYR3/2 - s1 2fgr mfr cs ~ Zsbk ~ cW - i4oots 2m if Sol '~1 0.6 0.4 ~ 'Eft 0.8 0.8 2 3 22-37 10YR4/4 flf7SYR5~6 aid 2~k aifr cvv Ivf 0.4 0.8 Pit o l Depth~Nni~ant l ta~eele~,. ----D°~ T ~~ in. Texd~re ~ S`trucgxe ~.~.~. } ~ a BOD6> 30 <Z2o,neA. and Yss >30 <_ 450 ~. • ~tant ~ ~ iIOD, <_ 90 null. and rss <_ 36 rnpR. 'The Dint of Ctx is an squat opporhmit}r service provider sad employer. If yon neod assistance to access services oz ~ material in an al6erne~e format, please oodact the departu>~nt at 608-266-3151 or TTY 608-264-87T7. Stn}#330T0!(BA7180) .s -,~-cve iZ. ~f ~a.*1c3~\1 L. 1-.vkKcr ~ Z'7 1 90-~-~ p'."~ ga~clw;^. W :Sc. 5/002 N W `~y~ N E ~)y> S ZO ~ T Z9 ~, R -6 ~../ pAQ'Gt1 = D ~ ODt~- /04,'x'^ 3'000Q Tp?w r o -~ Cig1~ wtn Q ~,4~r a t. "~ ~~ s~ ~ ~. ~,. :~._._ ~~ ..Z7 i W ~ ve ~- ,.~ ~ a ~,~ ~a_ t 1 4~'~ 1 d S~~ t\ ~~ r s 1 i~ r D'y".°~a mss? ~ ~b 278 . ~ ~~ ~~ ~~ ,~ ^- ~- ~, -~°i' ~.o * ~ ~v~ ~~ '~:s f?. S~ :~._,~ ~,~ ~Q:~ ~. ~~~ ~,,~ ~, ~~.~~- ~ ~~ r ~s~ ~G ~3. ~ $~ 3 tG q2. rs Jet s ~d. G~ix ~o~y ~d Information Online ~ ~~ prinanro~n+~= ~A ;i..Y3 6 L~I~ IlP..I..O b L! ~t1id~ ~S3Tii~ Seardt R~~ ~, s - s pr~efi- ~tet~rs~'~ca Search Me't~u~s ~- iTeHEN R $ RAI~ALL L LOlO~R 717! 9Qi1i AYE, ~s~~~ ~~~ - r...---".----`. ~"'~ .._....~ . -.~~.. ~ `~#'=~.."mot { >~ a a~~ ~~~r~4 Y~w,. tr n- ~b ~~~ ~ _ f 7F.! ,~~~ fi ~ , ti 1 r , .R. ~. r'~ ' - ~ ,.t ,~. ~" -- - ~~ ~ ~ c rR S - :----~ sde:z-= lie Tool: Seiut - - _ __ - __ - _ .. --- -~_ _ - . - .. ~ ~ - _- .__.. http:N72.21.230.178iwebsite/LRPortaUm~.in-asP 11/13/2 t Croix County Land Infornnation Online y -'_ ~~ 5~a=s ~.~ Psccs:~ Seatr+ch Results q~~ N R~tf3E if 1~~~~~ L•1'Li3H~~ R ~ RMtDN1- L t _ 3 i~ -"TFZ ~~ E'iL~~J ~ '~ a Toots... ~` - '" T ___ ,_._, lg~{,~'.'" ,~4~ ~ ~~z ~~~. ~'~'~-. ~5" V L`3 'F'; ~ ~ y~~r~~~ ~ j _ +ttt~tt :. ... - ~ yam.. i 1 e ^' ... +~ -` ~ ~ 'tom r.*j.- T~ '"~ `~ $ !_ _ • '" __ .._~iiH-._._---- i sea.'- ~o ~ 4t ~-= ~. ~p://72.21.230.1~8~1~~+d .~~~te/LKPc~rt~U~ten~ asp 11/131200E ST. CROIR COUNTY SEPTIC TANK M[~~INTENANCE AGREEMENT AND OWNERSHiP CERTIFICATION FORM " Owner/Buyer ~tey,~ lP r- ~~ ~ d (~ L L ~ ~r ~~e ~ Mailing Address (Verification required from Pls~ming dt Zoning fns new cansoructian.) City/State !3 ~ `~ ~ ~ ~ ~' Parcel Identification Number ~ ~ 2. -1 ~ ~l s'~ 3~J' Ua cJ LEGAL DESCRIPTION /~ / / Property Location ~ %s , ~'/. ,Sec. sf U , T ~~ N R l ~ w, Town of J3~ I d ~/ ' `'~ _ Subdivision- - _ _ _ _-_ _-_ __ ._-_ .. __ __ _ .~ _ ___-- ______ - _ __ . _-- __._____ _ _ ~ hot #. __- "_ . Certified Sarvey Map # ,Volume ,Page # wamniy Dees # ~~ ~ ~ c / S ~ , Volume 1 ~ C G ,Page # ~ / c ~ ~ ~ Lot Imes idtaadifiabk yes no SYSTEM MAl~1TENANCE AND OWNER CERTIFICATION I~rop~ use and woe of year system cooid rw is its prem~nre fa0un to handle washes. Pmper make consists of pa~img ouR the septic tank every t3see years or s if needed, by a lick prm~Qe~r What Y~ P~ mb the system can affect the fi~nction of the septic took as a heatoo~ent stage ffi dtie waste disposal syshe:n. Owner Wince . responsibfiities are specified in §Comm. 83.52(1) and is Chet 12 - St. Croix Cou~y Sanitary Ordinance. The praperiy owner agrees to sabmit ho St. Croix Cwnty Plarming 8t Zoning ~ a ~ form, signed by the owner and by a master Pte, low Plower, restiricbed phwer m a licxased parq~er verifjring (1) the on-~sihe was0ewvaher disposal system is in proper aq~erating condition and/or (2} after won and pamping (if neoesssry~ die septa lank is Iess than 1/3 fall of shulge. Uwe, the ~ersigned have read the above regairemenb and agree m the private sewage disposal system with the standards set forth, herein, as set by the Depattment of Commerce and ~ Department of Nataral Rte, State ofWisconsin. - - Certificationstatingthat year septic system has been maiotainal mint be c~mplehed and retatned to the St. Croix County Plamring 8t Zoning Depart within 30 days of the three year dahe. live certify that all statements on this foam are true tothebest of my/our ]mowladge. Uwe am/are tfie owner(s) of the property descnbod above, by virtue of a warranty deed reemdod in Regisher of Deeds Office. Number of bedroa-ms SIGNA OF APPLICANTS} / / DATE ::*~, information that ~ nhed may malt i,- tl~ + permit being revved by the Planning dt zoning Dewmeat.'** Include with ~ application a seconded vrarranty deed fit+ma the Regisher of Deeds Office and a copl- of the certif od satvey map if refetencx is made in the wnnanty deed. (REV. 68/85) U 196OP `iIS STATE BAk OF WISCONSIN FO2M i E - 1982 LAND CONTRACT Individual snd Corporate tT0 BL'tJSED FOR Atl. TR=~,lvSACTIONS WHHRE OVER 525,000 1S FIN:\Nt:EU AND IN O'tHER YON-CONSI'MER rcument Number _ _ACT'I'RA~SACTIONS; CONTRACT, by and between Paul Lnkker and Grraldinc Lokker, husband and wife -'~-- -----~----~ -- ("Vendor", whether one or more) and Steven R. L_o_k_ker_a_nd_i_2_a_nda_ll L. ___ Lokker, :ts tenants-iu-common and not as Dint tensmts ("Purchaser", whether Due or more). Vendor wits and agrees to convey to Purchaser, upon the prompt and full p~rformanci: of this contract by PurLhaser, the follo~~'ing property, tobether with the rents, profits, fixtures and other appurtenant interests (all called the "Property"), in St. C roix Count. State of Wisconsin: See Exhibit A attached hereto and made a part hereof. 688439 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX CO. , MI RECEIVED FOR RECORD 08-28-2002 9:30 A?l LANG CONTRACT EXEMPT t REC FEE: 15.00 TRANS FEE: 689.70 COPY FEE: PAGES~PY F3fi Area Narne anJ [return Address Thomas A_ 1NcCormrck FO Aox 2120 Qaldwin, ~Vl 54002 See I.ixhibit .4 attached hereto. _ _____ _.___ ('Parcel Identification Nsunber) This _is_not huntestead property. (y}T) (is uol) Purchaser agrees to purchase the Property turd to ray to Vendor at a place designated by Vendor the sum of $ 229.899.78 _ in the following manner: (a) $fione --------~- at the execution of this Contract; .nd (b)ide balance of $ 229,589.98 _ __ , togeth°r with interest from dates ha:reor ua the balance uutstandiag lions umc to tune ati [iw rate of 7.25 __ __ __ _ _ 4u percent per annum until paid in full, as follows: *Sami-monthly payments of 51,013.50 per month, commencing the 26th day of March, 2002, and un the 11th and the 26th day of cash month thereafter. Said payments are to to made by milk cl:cck assignment in the same manner as said payments are now being made to the FIr'SC l~iatianAl flank Uf 13:11d\YIn, Wisconsin. *lnterest rate, payments and maturity dote will he adjusted to equal those of ~'cndors' loan to tlsc First National ti:~nk of Baldv[•in, \Viscansin referred to beioN•. Yruvided, however, the. cnrre outstanding bsl.ince shut! b.: paid in furl cn ur before th.: 2Gth __ __ ___ day of F'eb_r_u_a_r_y _ _ ___ _, 2e~lA'"' (the maturity da.te). ' ~ ' Followinf± any dr_fault in pr.yment, interesi shall accrue ut Ih. rote of _ N_/A ~,: put ,,Warn on the entire antuunt in default. (whicn shall include, without lim[tation, deliru7ux:nt interest and. up<in acceleration or maturity, the entire principal balance). furchasa:r, unless excuseri by Vendor, agrees to pay atunthly co Vendor amounts sulTicicn: to pay reasunaL-{v antici- patu.l ttunual taxes, spect:rl assessments, fire c,nd rcquirea) insurance premiums when due. 1'o the. extent received by Vendor, Ycttdur agre:s to apply ~,ayments to tt:ese oblit;;jr.ions wh.:n duo. Su::h amor,:su received by tha: Ven.lor tar payment oi' taxes, assessnents crier snsuranr_:: wit! be depotiired irua rtn cs:,ro~+• :'and or trustvC uccouat but shaft not bear interest unless otherwise required by law. l'uyments shall be applied firyl to interest on the- unpaid bultutce at the rate; spcctt7ed and then to principal. Any ;.mount assay be prepaid w~:hout premium or fee upon principal at any time. after .I:rnuar~ 1 ,2003 *fJ(ii t;xatw:xrtxysbtK vftarl~,wArax-uvwt-:xrliRtat~irtutxw~ixftatuk: pznfrixrbt>rx:ulr i'~.nxoiu~a"' In the- event ufany lxepayment, this ~ontruct shall nut be trcata:d as in dcf:tult with respect to haynrrnt so long as tae unpaid halancc al' princip:.tl, and interest (anal in s[.tcu case accruing interest frrcm month to month shall hc' treated as unpaid prin.:irul) is less than the amount that sesid inJchtedne:us would have bean had the monthly paynt.nt. been mode as first specified ahuvr; provided that monthly payments shall be continue, to the event of credit of any proceeds of-insurance. or condent::atinn, the condemned premises hcing thereat-ice excluded here riom. I Yurch:asa:r slaws 1t,at 1'urciatt:;er is sxtisfiea with the cillt as shown Uy ttse title evi~lcnca; sutrrnida:d to Yurchnser Y:,r axr,miuation uzccpt. mortgage to First Nrtiunal Bank of Rahfw•in in the approximate amount of $229,900.QU, which Vendor agrees to pay ~vhert due. Purchaser agrocs w pay tree cost of futnrc; eitte cvialenc,. 11-tiaa; cvid:sncu is in the tbrnt ofan ahstract. a shat! 7,c n>tained by Vendor anti: tree firil purchase price is paid. Purchaser shat! be entitled to ttrk+: possssiun ut tlta~ 1'rupcr,y un :lute ul:closii:g_ __ _--„_ •_ ___^-_.-_ • Cross out one. _-.__._.. __.....-- L>,h0 COItiTIL~C7T - h:di:u!u:d and Sta:c liar of Wivc.:.~-ro C~r4urtte t'ora: hu. 11 - IJ3] ~S I+ito:roaGnn Pietaseionnra Crnn, :+nr. Fany a„ Lae. 4VI 80J-r?55.2021 issoP Purchaser promises to pay when due al! 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 shall keep the improvements on the Property insured against loss or damage occasioned by fire, ex- tended coverage perils and such other hazards as Vendor may require, without co-insurance, through insurers approved by Vendor, in the sum of $ full insurable value ,but Vendor shall not require coverage in an amount more than the balance owed under thrs Contract. Purchaser shall pay [hC insurance premiums whop due. The policies shall contain the standard clause in favor of the Vendor's interest and, unless Vendor otherwise agrees in writing, the original of alt policies covering the Property shall be deposited with Vendor. Purchaser shall promptly give notice of loss to insurance companies and Vendor. Unless Purchaser and Vendor otherwise agree in writing, insurance proceeds shall eco oml icalty feas~ble on or repair of the Property damaged, provided the Vendor deems the restoration or repair to be Purchaser covenants not to commit waste nor allow waste to be committed on the Property, to keep the Property in good tenantable condition and repair, to keep the Property free From liens superior to the lien of this Contract, and to comply with all laws, ordinances and regulations affecting the Property. Vendor agrees that in case the purchase price with interest and other moneys shall be fLliy paid and all conditions shall be fully performed at the times and in the manner above speCiFed, Vendor will on demand, execute and deliver to the Purchaser, a Warranty Deed, in fee simple, of the Property, free and clear of all liens and encumbrances, except any flans or encumbrances created by the act or default of Purchaser, and except: Purchaser agrees that time is of the essence and (a) in the event of a default in the payment of any principal or interest which continues for a period of 60 days following the specified due date or (b) in the event of a default in performance of any ocher obligation of Purchaser which continues for a period of 60 days following written notice thereof by Vendor (delivered personally or mailed by certifled mail), then the entire outstanding balance under ti-is contract shall become immediately due and payable in full, at Vendor's option and without notice (which Purchaser hereby waives), and Vendor shall also have the following rights and remedies (subject to any limitations provided by law) in addition to those provided by law or in equity: (i) Vendor may, a[ his option, terminate this contract and Purchaser's rights, title and interest in the Property and recover the Property back through strict foreclosure with any equity of redemption to be conditioned upon Purchaser's full payment of the entire outstanding balance, with interest thereon from the date of default at the rate in efY'ect on such date and other amounts due hereunder (in which event all amounts previously paid by Purchaser shall be forfeited ss liquidated damages for failure to fulfil! this Contract and as rental for the Property if purchaser fails to redeem); or (ii) Vendor may sue for specific performance of this Contract to compel immediate and full payment of the entire outstanding balance, with interest thereon at the rate in et'fect on the date of default and other amounts due hereunder, in which event the Property shall be auctioned at judicial sale and Purchaser shall be liable for any deficiency; or (iii) Vendor may sue at taw for the entire unpaid purchase price or any portion thereof; or (iv) Vendor may declare this Contract at an end and remove this Contract as a cloud on title in a quiet-title action if the equitable interest of Purchaser is insignificant and (v) Vendor may have Purchaser ejected from possession of the Property and have a receiver appointed to collect any rents, issues or profits during the pendency of any action under (i), (ii) or (iv) above. Notwithstanding any oral or written statements or actions of Vendor, an election of any of the foregoing remedies shall only be binding upon Vendor if and when pursued in litigation and all costs and expenses including reasonable attorneys fees of Vendor incurred to enforce any remedy hereunder (whether abated or not) to the extent not prohibited by Iaw and expenses of title evidence shalt be added to principal and paid by Purchaser, as in- curred, and shall be included in any judgment. Upon the commencement or during the pendency of any action of foreclosure of this Contract, Purchaser consents to rho appointment of a receiver of the Property, including homestead interest, to collect the: rents, issues, and profits of the Property during the pendency of such action, and such rents, issues and profits when so collected shall be held and applied as the court shall direct. Purchaser shall not transfer, sell or convey any legal or equitable interest in the Property (by assignment of any of Purchaser's rights under this Contract or by option, long-term lease or in any other way) without the prior written consent of Vendor unless either the outstanding balance payable under this Contract is first paid in full or the interest conveyed is a pledge or assignment of Purchaser's interest under this Contract solely as security for an indebtedness of Purchaser. In the event of any such transfer, sale or conveyance without Vendor's written consent, the entire outstanding balance payable under this Contract shall become immediately due and payable in full, at Vendor's option without notice. Vendor shall make all payments when due under any mortgage outstanding against the Property on the date of this Contract (except for any mortgage granted by Purchaser) or under arty note secured thereby, provided Purchaser makes timely payment of the: amounts then due under this Contract. Purchaser may make any such payments directly to the Mortgagee if Vendor fails to do so and all payments so made by Purchaser shall be considered payments made on this Contract. Vendor may waive any default without waiving any other subsequent or prior default of Purchaser. All terms of this Contract shall be binding upon and inure to the benefits of the heirs, legal representa[ivcs, successors and assigns of Vendor and Purchaser. (If not an owner of the Property rho spouse of Vendor for a valuable consideration joins herein to release homestead tights in the subject Property and agrees to join in the execution of the deed to be made in fulfillment her f.) Dated this ~{-~day of ~~r-1/z.~ 2002 X /'" ~. ~ lLa- ~ i-{~C~-~.. (SEAL) • Paul L okker Vendor / ~ ~~ ~ Ilh(Z ~ k (SEAL) • Geraldine Lokker Vendor Signature(s) ~y~ AUTHENTICATION authenticated this day of 1 ,~D~ TITLE: MEMBER STATE BAR OF WISCONSIN (]f not, authorized by § 706.06, Wis. Slats.) TH[S INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Baldwin, WI 541102 (Signatures may be authenticated or acknowledged. Both are not necessary.) ~-~1 R • (SEAL) • Stev(e~n R. Lokker Purchaser f~®m,t~!~ ~ (SEAL) • Randall l.. Lokker Purchaser ACKNOWLEDGMENT STATE OF WISCONSIN ) ) Ss. St. Croix COUNTY ) Personally came before me this day of .2002 the above named Paul Lokker, Geraldine I.okker, Steven R IAkker aad Randall L. Lokker to me known to be the person(s) who executed the foregoing instrument and acknowledge the same. Notary Public St. Croix County, Wisconsin My Conuuissiun is pcrurunenl. (!f not, swlc expiration duty: • Names of persons signing in any capacity should be typed or printed below their signatures. LAND CONTRACT' - ladividual and Corporate -state liar of Wlscoasta Fora No. 11 - 1982 Informotion Pro/ossionala ComOanY• Fond du Loe, 11VI aoo-666-2021 EXHIBIT A ~ I S s ~ P y 1 7 Part of N 1/2 of NE 1/4 sad Part of N 1/2 of NW Fractional l'/4 ~f Sectioa 19-29-16 described as follows: Cos~aeaciag at the NE :oraer of said Saccioa 19J theace S2`11•E 1317.3 feet along than E iae of NE 1/4 of maid Sectioa 7~9s theaca 1J89.57'04•W 3475.38 le~tJ ~heace N2`33.05•W 400.00 feet) theace S89•S7.04^E 646.21 fs~tJ heave N2.32•S6`W 915.23 feet to Ilse N lies of said Sectioa 7,9J heave E along the N lice of said Sectioa 19, 2837.49 feet to the oiat of SegiaaiaQ EXCEPT S 1/4 of NE 1/4 of NE 1/4 of Sectioa 9- -16. W 1/2 0# NE 1/4, W 1/2 of NE 1/4 of NE 1/9 J S 1/2 of flint 1/4 E /Z of NW 1/4 of SW 1/4J N 1/2 of NW 1/4 EXCEPT parts to Douglaa~D. ~tstie sad lcathleea .J. Ofstie Recorded in Vol. •454•', page 395 sad a Vol. ••457•, page Z82s All is Sectioa 20-29-16, sad EXCEPT That ertaia parcel of land located is the SW 1/4 of the NW 1/4 dot ectioa 20-29-16, Tows of Saidwia, 8t. Croix County, Wiscoasia, mgrs ally described as follows: Cwx~-essciag at the W 1/4 corner of acid ectioa ZO, theace North on the Wsst line o= the NW 1/4 0# a~-id ectioa 20, a diataaco of 320.00•, to the POINT OF SEOINNINO o! the arcel to be horeia described) theace caatiauo North oa said lice 50.00• theace Eaat parallel to the East/bleat 1/4 line o! s~-id ectioa 20, a diataace of 350.00') theace South p:raliel to the bleat iae o! the NW 1/4 of said Sectioa 20, a distance of Z50.00•J theace est parallel to the Eaat/West 1/4 liar of said Sectioa 20,~ a istaaca of 350.00' to the PO=NT OF BEGINNING, coataiaiag 2.01 crea, being aub~ect to eaaemeat over the Westerly 33.00• Cher of or town road purposes sad also being subject to :eaaemeata rof ecord. S 1/2 0! SE 1/4 of Sectioa 18 EXCEPT Part to Robert A. tr~,-ia Judy A. =rwia Recorded is Vol. •513•, page lJ All is Towaahip~Z9 orth Raago l6 West 3t. Croix County, wiacoaeia. Part of SW~ of SW4 of Section 17-29-16, Baldwin, Township, formerly being part of Lot 2 of Certified Survey Map, #2440 Recorded January 15, 1992 in Vol. "9", page 2440 of St. Croix County Register of Deeds, now known as Lot 6 0~ Certified Survey Map t~3779 recorded December 22, 1999 in Volume 14 of 'Certified Survey Maps, Page 3779, as Document Number 61 5930. Tax Key Nos- 002-1038-50-200 002-1042-10-000 002-1042-30-000 002-1045-20-000 002-1045-30-000 002-1045-40-000 002-1045-60-000 002-1045-$0-000 002-1045-95-000 002-1046-10-000• 002-1046-30-000 002-1043-10-000 002-1043-20-000 002-1043-40-000 002-1043-95-100 Wisconsin Department of Commerce SOIL EVALUATION REPORT p~ 1 ~ 5 Division of Safety and Buildings rn accoraance w¢n ~,omm aa, vvis. ream. ~,oae County St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size Plan must . inGude, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. 002-1045-30-000 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewe y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). /~ ~ p Property Owner Property Location ~ ~ Steven R. & Randall L. Lokker Govt. lot 1~iW 1/4 NE 1/4 S 0 T 29 N R 16 E W (or) Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2271 90th Ave. City State Zip Code Phone Number ity village own Nearest Road Baldwin Wisc. 54002 ( 1-315-684-3499 90th Ave. New Construction Use Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ~ Public or commercial -Describe: Parent material Glacial Drift Flood Plain elevation if applicable ~ n ft. General comments Mound System Contour @ 93.8 and recommendations: Bed 70 X6.5 1~ Boring # ~ Boring Q pit Ground surface elev. 93.8 ft. Depth to limiting factor 25 in• Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-8 10YR3/2 ---- sil 2fgr mfr cs 3m 0.6 0.8 2 8-25 10YR4/3 ---- sicl 2sbk ~' cw if 0.4 O.b 3 25~p 10YR4/4 flfl•SYR5~6 sicl 2sbk mfr cw lvf 0.4 0.6 ~~ 2 ^ Boring # ^ Boring 93.8 22 ~ Pit Ground surface env. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-10 10YR3/2 --- sil 2fgr mfr cs 3m 0.6 0.8 2 10-22 10YR4/4 ---- sicl 2sbk mfr cam' if 0.4 0.6 3 22-`10 10YR4/4 flf/•5~'RS/6 sicl 2sbk mfr cw lvf 0.4 0.6 f=muent u~ = BoD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mglL CST Name {Please Print) Signature CST Number Thomas W. Gedatus ~~ 962178 Address Date valuation Conducted Telephone Number Stang Plumbing & Electric P.O. Box 263 Woodville, Wisc. 54028 11/15/2006 1-715-684-5166 Property Owner Steven R & Randall L. Lokker Parcel ID # 002-1045-30-000 2 5 Page of 3 u Boring Bonng # ~ pit Ground surface elev. 92.15 ft. Depth to limiting factor 28 ~ . Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ig in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EfF#1 'Eff#2 1 0-8 10YR3/3 ---- sil 2fgr mfr cs 3m 0.6 0.8 2 8-19 10YR4l5 ---- sicl 2sbk mfr cw if 0.4 0.6 3 19-38 10YR4/5 flf7.5YR5/6 sicl 2sbk mfr cam' lvf 0.4 0.6 Boring # ~ Boring 94.20 pit Ground surface elev. ft. Depth to limiting factor 22 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EfF#1 'Eff#2 1 p_g 10YR3/2 --- sil 2fgr mfr cs 2m 0.6 0.8 2 8-22 sicl 2sbk mfr cw if 0.4 0.8 3 22-37 10YR4/4 flf7.5YR5/6 sicl 2sbk mfr cw lvf 0.4 0.8 ^ Boring # ~ Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil ligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DlfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#t *EfF#2 'Effluent #1 = BODS > 30 _< 220 mglL and TSS >30 < 150 mglL ' Effluent #2 = BODS < 30 mgA. and TSS a 30 mgfL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an ahernate format, please contact the department at 608-26b-3151 or TTY 608-264-8777. SBD-8330Tpt (R07/00) ~ ~e,.re R, ~ FZa., a~,11 L_ L~kKer yz~ 1 90~= P~~e ~jq,aw:n~ W BSc, S'c/DA2 Po.a cc ~ _ ~~ U o Z ~~ V ,~ - 3d - v o 0 Ti7w n o -E' 3'~Id w ~.. ~~ Gs7 ~ ~6 Z~78 ~~d ~,G11 _:~-~,~ .... ~u air _..._ ~..~ " .:,~, sir ~~ { ~,~ W ~. ~ ~ ~- \ ~' ~~~ ~ ~~ ~~, ~.. ~ ~~~~~ .~ ~~' ~® ~ ~ ,t ~ 5~~ ~ ~~ 1 ~ a-~ SYoa ~ ` ~ r ~-~ ~~ ~ ~ _.. u~ ` ,~ ~ S .a ~ rr~._ , .~ _ . .. ~" ~ ~ ~ ~ ~. ~,t,l l~~ ~~;~ 8.3 t'G f 2 . ~ s' N 1,, : ~a , ~~.3c 3 o-f'S Parcel #: 002-1045-30-000 11/29/2006 09:53 AM PAGE 1 OF 1 Alt. Parcel #: 20.29.16.289 002 -TOWN OF BALDWIN 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 - LOKKER, STEVEN R & RANDALL L STEVEN R & RANDALL L LOKKER 2271 90TH AVE BALDWIN WI 54002 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description " 2271 90TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 20 T29N R16W NW NE TOWN BALDWIN Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 20-29N-16W Notes: Parcel History: Date Doc # VollPage Type 08/28/2002 688439 1960/415 LC 07/07/1998 582490 1338/095 WD 287858 431/505 LC 9AAR CI IMMARV Bill #: Fair Market Value: Assessed with: Valuations: Description AGRICULTURAL UNDEVELOPED OTHER Use Value Assessment Class Acres Land Improve G4 36.000 6,400 0 G5 1.000 100 0 G7 3.000 12,000 206,700 Last Changed: 10/25/2006 Total State Reason 6,400 NO 00 100 NO 218,700 NO 00 Totals for 2006: General Property 40.000 18,500 206,700 225,200 Woodland 0.000 0 0 Totals for 2005: General Property 40.000 9,000 128,400 137,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch #: 551 Specials: User Speciai Code Category Amount 010-GARBAGE SPECIAL ASSESSMENT 45.00 Special Assessments Special Charges Delinquent Charges Total 45.00 0.00 0.00