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HomeMy WebLinkAbout022-1084-50-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 572859 0 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Linehan, John & Stephanie Kinnickinnic, Town of 022-1084-50-100 CST BM Elev: l Insp. BM Elev:,. BM Description:, _ Section/Town/Range/Map No: . Jl,? { 13( t}~ (fit (c 29.28.18.456A10 TANK INFORMATION • iN ELEVATION DATA TYPE MANUFACTURER ~wTL~ CAPACITY STATION BS HI FS ELEV. Septic Benchmark . , i ; , Dosing Alt. BM G AeratitsFf Bldg. Sewer UTM H St/Ht Inlet ` q1, qe St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing _ (C) I O J~~ IL~f Header/Man. ~,d2 1 C7D10 Aeration l Dist. Pipe 16,b-L 9~ , ( Holding Bot. System I `(~Q (0.13 Final Grade N u~ A h ' (itC(Cir fi0 0 I f 2 PUMP/SIPHON INFORMATION e "Icl cclC Manufacturer GF and St Cover k ~~v l✓J ~``i: 2-7)t M Model Number 1 CA ~j~ ' ~F will i . ~l TDH Lift . Friction Loss System Head TDH Ft (c 2S Forcemain Length y Dia. ~o Dist. to Well ) f' { G l- t1. L " 2- SOIL ABSORPTION SYSTEM a'lt BED/TRENCH Width Length No. Of Trenches n PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS l IOS ~5 SETBACK SYSTEM TO V P/ BLDG WELL LAKE/STREAM LEACHING Manufacturer: v~l INFORMATION CHAMBER OR F? Fl- Type Of System: 1 UNIT Model Number: L, cla r DISTRIBUTION SYSTEM Header/Manifold Distributior x Hole Size Ix Hole Spacing Vent to Air Intake ' Pipe(s) Length Dia Length Dia ' Spacing ~J rt t SOIL COVER ressure Systems Only xx Mound Or At-Grade Systems Only Depth Over pth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center 1'22 Bed/T~es Topsoil es Ed No ~Xes :N::N]o COMMENTS: (Inclu a code discrepencies, persons present, etc.) Inspection #1:IZ// Inspection 02: Location: 1023 River Road River Falls, WI 54022 (SE 1/4 NW 1/4 29 T28N R1 8W) NA Lot 1 q~" Parcel No: 29.28.18.456A10 6. { S -C 1.) Alt BM Description= 2.) Bldg sewer length = / A pf ( C - amount of cover = i I' ? Uvvot'L Plan revision Required? Yes ICI No t Use other side for additional informa ' n. Date I sepctor's Signat re Cert. No. SBD-6710 (R.3/97) l e ~l d PA le t OL ' r Q C4 Y° 7, rot, a p.4-o' a i 0 1 t U f ' L t: 4 x.,,."'~ 44 'may.. I li . 4 e,4f U W Y the I TI.,k ~ "'~re~,. 7.~a 6 °r Ir Sarah Droher From: Mike Rodewald, Bettendorf Excavating <bettendorf@dishup.us> Sent: Friday, December 19, 2014 6:1S PM To: Sarah Droher Subject: linehan as-built Attachments: File.PDF Sarah, Sorry we were not totally ready for you on Thursday afternoon, we lost a lot of time trying to get the septic tank deeper. We core drilled the wall and finished up the installation today. Building sewer pipe is in the south wall, 19'10" west of the SE corner. Top of pipe is 6.25' below top of wall. Final grade should be 1.25' below top of wall, so the pipe should have 5' of cover. Attached is a as-built. Feel free to stop back at the site if you are in the area. We are looking forward to working with you, If you have any questions on this or any of the systems I have installed please don't hesitate to call. Thanks Mike Rodewald Estimator/ Project Supervisor/ MPRS Bettendorf Transfer & Excavating 285 County Road SS River Falls, WI 54022 715-425-6200 715-821-6229 (cell) Bettendorf@dishup.us 1 R.ECEIVED County NOV 3?-011 Safety and Buildings Division 1 ~~fiY 0 S 201 W. Washington Ave., P.O. BOX 7162 Sanitary Permit Number (to be filled in by Co.) p5 ST. CROIX COUN Madison, WI 53707-7162 ~q ~ 30MMUN;TY DEVELO M I`fr~ Il Sanitary Permit Application State Transaction Number in accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address the Department of Safety and Professional Servies. Personal information you provide may be used for secondary s - __purposes in accordance with the Privacy Law, s. 15.04(I)(m), Stats. j~ I Lie a- I. Application Information - Please Print All Information l lamV Property Owner's Name Parcel # Property Owner's Mailing Address Property Location ef~ S i ee - Got Lo C ,J~ - City, e Zip Code one Number f y, Section 7,2 l~✓ / 7/57 _7~~- (circle one) ze- . T pe of Building (check all that apply) Lot # l• T N; R F, o o I1 1 or 2 Family Dwelling - Number of Bedrooms 1 Subdivision Name Block # ❑ Public/Conuncrcial - Describe Use ❑ City of ❑ State Owned -Describe Use CSM Number Village of r _tJeown of AIL tL r/nrl tL 1. Type of Permit: (Check only ne box on line A. Complete line B if applicable) 1 A. cw System ❑ Replacement System ❑ Trcatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) - - List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New E l~ Before Expiration Owner 1 V. Type of POWTS System/Component/Device: Check all that apply) t~- Yvt Kon-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil Ho Tank Ttber Dispersal Component (explain) TuH1~ R4?t,A 4-e ❑ Pretreatment Device (explain) - V. Dispersal/Treatment Area Information: i Design Flow (gpd)~ Design Soil Application Rate pds0 Dispersal Area Required (st) Dispersal Area Proposed ( Sys Elevation /oc 16 (9 6 VI. Tank Info Capacity in Total # of Manufacturer v l Gallons Gallons Units o Ta v New Tanks Existing Tanks a. U v, ~ vi ~ J c i ~a Ind Sz Septic or Holding Tank %2oc~ Rosin Chamber 1 Responsibility Statement- f, the undersigned, assume responsibility for installation of the POWTS Shown on the attached plans, i Plluuimber''s Name (Print) Plumb gn re IMP MPRS Number Business Phone Number Plumber's Address (Sweet, C~i+ty, State, Zip Code)- - VIII. unt /De artment Use Only - - Permit Fee Date Issued Tssuin ent Signatu pprovcd appro $ 17 even Reason for Deuial 475. IX. Conditf®Y$a pVVNWeasons for Disapproval .3 Get a~ tMJb~" 17- D~ GaJ~- I.` Septic tank, effluent filter and dispersal cell must all be services / maintaineA at per ;management plan provided by piumber. ~ 2 All-SlIl6ack requirements must be maintained J as per iieable code / ordinances. 5 rn e 4_1 e-1 -V--Aa 6 Attach to complete plans for the system and submit o the Cmr ty only on paper not than H I/2 x I1 inches in size n A), Nlo~rr~ hoc, ~`Crtt~ a.~to~erJC f,~ SBD-6398 (R. 11/11) I l }-('etT`%-w-, 5U Dr dfY O J Plot Plan Page 9 of S Property Owner Jw- j -o ft. Legal Description piz7t-. Y- t~ `/4 o 114;- 12wiu r' (kept where noted), r►~5=~- fiF IEV44 OF T96 NVJ%4, 7"zSr.~ - .1 L• = ~ackhoe pit -rovj^} G'F ACKFZ North r0tl A)47 T H% Lit- O 4i L V v L X, w E I ~ Ire ff~. J G W fj'l 2i f r. L!i . L ,Site L anon: o fZI;1G-Iz, Sr7yc yF . qCjCOP°~r r Pg of g Private On-Site Wastewater Treatment System (POWTS) Index and Title Sheet Owner: '~JoHAI w, - ~STUPHAJU I L L. "96- d Project Name and System Type: EZ FLDW CO A! V tWn 0AAL- :TiV - CSR DU/Jb Location: I n Z -J \u l: R, JRkv g Street Address KT of NvJVt4 ~ sE1)TOF NWr/4 S~zqt Tz~g R i1K VJ Legal Description . _ KifJ IirKiM mtc ST. eR~k)C Township/County Design Criteria (Check one): Holding Tank Component Manual: In-Ground Soil Absorption Component Manual: ❑ SBD-10571-P (6/11/1999) ❑ SBD-10567-P (R. 6/1999) ❑ SBD-10855-P (3/2007) Version 2 WSBD-10705-P (N. 01/2001) Version 2 Contents: Page 1: ~ 7-1 l LF-- -54C:~r Page 2: TL-OT PLAA Page 3: sf .sz e. 7 p ~'rsa 11_ Cry ss - s e&~t 104 Page 4: -•oWT1S OW4 9K `s MAN I. AL M~rV C .1n ~Nt ~~flJV Page 5: Page 6: 5rzPT1c~ pip -FAA) K Cy-OS5 ,SreaT164 5P:F_e1F40&t10NS Page 7: 'PI,t kp Spez4r-r c,41'1 Qom Page 8: TANK S~FG ~1 ~fl?1t S Page 9: `````'Im,4041l entS: JOl L E VA 1.1~ TIdJ~ Po CZ i u ~ ONS/ y% ii SFPTtG TA/J(< ✓VWINTeAAAiC,r fF'[2,FZEEMFAR MARS! J~ C4 vJo RKsriee i HUPPERT • D 1859 E ?;PM 1i: ~11~U --T0-4geeWT Signed: l~ %Wr tia~NU r.,o`~ 1859- o vu:e: ll- 5- k Plot Plan Page 9 of 8 ,•S-~~Pt~~tt L ti , Property Owner Jc►4)j ~,~v~t~~v~( 1 =5o ft. Legal Description ~z7i- mwX2 hKb (except where noted). r ' ' rzgr, -,q. f ~ ~ = Backhoe pit t - hF ~.-E /4 0F TP -fOVJAI p: Ktwj xKirvtQ tir', C €'.t~rj l Pu~.)~y s tS~t North ~vu~v~a r H, V w, l Im ~ t 4 j ite L anon. Ale - SOIL ABSORPTION SYSTEM DETAIL/ GRAVELLESS LEACHING UNIT Pageof Project Name: :1>9M /_1 N [-1t/4d 1 (o 2 No. of cells / r Per Coll 170 r is r p. 1 YYY ft Cell Width © Total No of ~1 t o ft Celt Length sq it ElSA Per Cell 4 Alrr. . 3 ft Cell Spacing sq ft Total EISA Manufacturer Model Laying EM RuMV Infiltrator EZ12WH-5ft 5.0' 25.0 EZ12M-10ft 100 50.0 Gravelless Leaching Unit Manufacturer: r-L-DV' Graveliess Leaching Unit Model: f;2 1 zo 3t/ - )a r-T. Typical Cross Section Finished Grade ft Observation Pipe with approved cap or vent Soil Backfili 2- in >::<s:<.a:.>:::.: Geotextile Fabric t Infiltrative Surface 12 in ft Limiting Factor T " in _,---,Slotted and Anchored Vend Observation Pipe with Cap PlumbedDesigner Signature: FLkense If- li~Sq-0 07 bate: 11 S l y Z Of v Feb-26-2013 01:22 PM St. Croix County Plan/Zoning 715.386-4686 POWTS OWNFAT MANUAL & MANAGNMENT PLAN Paaa-of , PILE TION Sya w SPECIFICATIONS Owner zboA VJ- ~7~~ IE L IniE+KA Septic Tank Capacity 2- CO 13 NA Psrrtnit S ~ Septic Tank Manufacturer Ci NA DEB1f3N PARA ETAS Effluent FAsr Manufacturer pZ LO O NA Number of Sedreoms 11 NA Effluent Filter Model 525 17 NA Number of Pubic Faculty Units )ZNA Pump Tank Capacity al 0 NA Estimated flow (average) 11L, j aVd Pump Tank Manufaoturer D NA WI_ Design flow (Peak?. (Estimated x 1.61 M ew Pump Menufeowrer 0 NA Soil Application RAW Or aUd /ft' Pump Model O NA Standard (nfluentlEffiuent Quality Monthly averages Pretreatment Unit Fats 011 A Grease fFOG1 g30 mg/L D Sand/Gravel Filter D Peat. Filter i Biochemical Oxygen Demand 10ODs) s220 mg/L 4 NA D Meohsnical Aeration D Wetland Total Suspended SoNds (TSB) s150 mg/L O Disinfection El Other Pretreated Effluent Quality Monthly average Dispersed Celts) G NA IBochem(oal Oxygen Demand (BODs► 930 mg/L )WIn-Ground (grovity) tj k Ground (pressw(ted) Total Suspended Sofia T~130 1 ) mg/l. NA D At-tirade O Mound Fecal Conform (geometric mean) S104 dull 00m1 D Ddi -Une D Other. Maximum Effluent Panicle Size in We. Ys O NA DNA Wier 13 NA D NA *Values t1tN for domsetic wastewater and sop* laic effluent, Other. 0 NA MAINTENANCE SCHEDULE Service Event service ihequeaey inspect condition of termite) At least once every: r j ymonth( I ear is) a 011aidmum 3 years) D NA Pump out contents of tank(s) When combined sludge and scum equals ons4hlyd (K) of tank volume D NA inspeot dispersal oellta) At ht onoe every: 3 e s UMadrnam S years) D NA clean effluent filter At hat once every: / (c DNA Inspect Pump, Pump controls 6 alarm At least once every: nth e) D NA Flush laterals and pressure test At least once every: D13 ad s) ANA Others At least once every: eajs sr. ] eari s 0 NA D NA MAINTt' MCE INSTRUCYIONS inspections of tanks and dispersal calla shall be made by an Indl*uel carrying one of the following licensee or eetificadonsr Master Plumber: Master Plumber Restricted Sewer, POWTS inspector POWTS Maintainer: Septsge ServWmg Operator. Tank Inspection must Include a visual Inspection of the tankle) to Identify any missing or broken hardwsns, identify any oreoks or inks, measure the volume of combined sludge and scum and to check for any back up or pending of effluent on the ground surface. The dispersal cell(a) shell be visually inspected to check the effluent levels in the obsemadon pipes and to check for any ponding of effluent on the ground surface. The pending of effluent on the around surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one"thld (1O) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, Including but not limited to the s micing of effluent filters, mechanical or pressurised components, pretreatment units. and any servieing at intervals of S12 months, shall be performed by a ce dfW POWTS Maintainer. A service report shaft be provider to the local regulhtory authority within 10 days of completion of any service event, Feb-26-2013 01:22 PM St. Croix County Plan/Zoning 715-386.4686 ~,,5"Mw- L, Lm4i-A~ _J RTART UP AND OP>E=BATION ~e• For now oonstmotbn, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemloala that may Impede the treatment process and/or damage the dispersal cell(4- If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shell not occur when soil oonditlone are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cep(s) In one large dose, overloading the cep(s) and may result In the backup or surface discharge of effluent. To avoid this situation have the oontents of the pump tank removed by a Septage Secvloing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Meintalner to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the ares within 16 feet down slope of any mound or nt-prods soil absorption area. Reduction or elimination of the following from the wastewater strewn may improve the performance and prolong thelife of the POWTS: a►tibiatics; baby wipes; aloerette butte; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable pealmgs; gasoline; grease; harbloides; most scraps; medications; op; painting products; peadcloee; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or Is permanently taken out of esrvloe the following steps shall fie token to Insure that the system i• propmiy and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks end pits shalt be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space oiled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls and cannot be repalmd the following measures have been, or must be taken, to provide a code con*W ropla t system: A su(tabie replacement area has been evaluated and may be udGsed for the location of a replaoerrwrnt ON absorption system. The replacement area should be protected from disturbance and compaction and should not be Infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the repiacar rent area will result in the need for a new soli and alts evaluation to estabilsh a suitable replacement area. Replacement systems must .comply with the rules in effect at that time. CI A suitable replacement area Is not available due to setback and/or sop limitations. Barring advances In POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. C1 The site has not boon ovakWW to Identify a suitable replacement area. Upon failure of the POWTS a soli and alts ,evalustion must be performed to loom a sultable replacement area. If no replacement area Is evellsble a holding tank may be installed as a last resort to replace the failed POWTS. 13 Mound and at-grade soil absorption systems may be reconstructed In place following removal of the biamat at the infiltrative surface. Reconstructions of such systems must comply with the rules In affect at that tine. <.< WARMNG> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFKXIT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. REBCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFACULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name 1 'Rbm Name Al 1~ PZME WA Phone J-7l SLI - (o Z Z4 Phone 1Z '8~ - b ZZ SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY LPhone- me D,gRRZ✓i LSP1'l JS 1~2V1C~ Name ! UlX COUNT SAN ~N~ :715) 14ZS-, 10 ZS' bona (715) 3 8(P- '4 108'0 Pace Of SEPTIC TANK & PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS a" CI VE11T PIPE 12" MIN. ABOVE GRADE F. WEATHERPROOF ? 25' FROM DOOR, wrNDow OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLL COV W / PAD LOCK FINISHED GRADE WARNING LAB G'/ilGfi•.nv++ 4" MIN. p S I~.'aCarraatf 18" IN fjr `L - 1 18 MIM• t 1 INLET i ~ dATER TIGHT SEALS GAS- TIGHT, ~PPROVED FILTER A SEAL JOINTS WITH LM APPROVED PIPE APPROVED FD~ L9~ ~ S 94 ON 3' ONTO PIPE 3' SOLID 5011. ONTO SOLID C t ET SOIL PUMP OFF ELEV. 0.93FT- OFF D 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE: TANK MANUFACTURER : Wtesuc NUMBER DOSES PER DAY : 'L'ANK SIZES: SEPTIC (ZCA GAL. DOSE VOLUME I rK: NCLUAING 77- lry GAL. DOSE g~._.. GAL. ALARM MANUFACTURER- 5_1E F-"Ak5 S CAPACITIES: A INCHES = e7` •%ZGAL• MODEL 11UMBER: TALK AL B = 2 INCHES = GhE~ SWITCH TYPE: PUMP MANUFACTURER: zojgLLIPA C = 3, 5- INCHES = 77'dY GAL. MODEL f(UMBER : - D INCHES = ZZZ~G • SWITCH TYPE: C- L REQUIRED DISCHARGE RATE GPM ~ PUMP E ALARM WIRING AS PER. - W,fl.~C EET VERTICAL DIF':ERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE g z5 FFEET } MINIMUM NETWORK SUPPLY PRESSURE _ . . . . . . ' ' ' ' ' FEET s $O :-£ET FORCF.KAIN X 2•59' FT/ 100 FT. FRICTION" FACTOR - - - ~FEET _LZ TOTAL DYNAMIC HEAD -f-~~ rr it WIDTH DIAME'CLR INTERNAL DIMENSIONS OF PUMP TANK: LENGTH I fir LIQUID DEP Tf rY, e. 16 to q do-q, 1 ~rA~ kl t S-Ptbt N 1 c L L• I /vsi4 k-A ~E Co pF g ' I ~ J //O O 1/9 rc HEAD CAPACITY CURVE MODEL "9fr 4 5/8 30 s 25 ® I S 3 5/8 11 s 20 + -1- } 15 Q 4 4 4 3/16 P t TDN 5 1 1/2-11 1/2 NPT 0 US. GALLONS 10 20 30 40 50 60 70 80 LITERS 0 so 160 240 FLOW PER MINUTE MODEL 98 6O CYCLE Feet GoNons Meters Liters 5 n t9 213 10 6t 3.1 23+ Is 45 4.8 170 12 20 61 95 laeM V•I,c 23' OOea77 4 3/16 Sx11a2 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and - Variable level float swltdhes are available for COnbolling single supplied with an alarm. and three phase systems. • Mectianical alternators, for duplex system s are availaabie • Double ptggyback variable level float switches are available with or without alarm switches. for variable level " cycle controls- SELECTION GUIDE 1. Integral float Werated 2 pole mechanical ewihch, no external Cortad required. Standard all models - Wei ht 39 lbs. -'/2 H.P. 2. SkVb pWybodc 1/ariablB FS'An at switch or double piggyback variable level. 98 sodas Control Sdadiorr float =**L Refer to FMO477. Model VoRs-Ph Mode 3 Mechanical atioun for 104)072 or 11}0075. M88 i 75 1 Aldo 9.4 1 or 18 7 - 4. See FW12, for oohed model of EIechical Alternator- 5. Control switch 104225 used as a 00n1hd activator. speahr duplex (3) w (4) Nos 115 1 Non 9A 2 or 2&6 3 or 4 & 5 goat syetedn DOB 230 1 Auto 4.7 1 or 18 7 - 6. Four (4) hob ,MPak, *m dion box, forwaNrUgtd oorrmmdm or wke" E98 230 1 - Non 4.7 2 or 2 & 6 3 or 4 & 5 simplex or dupbx operation, 10-0002- 7. Two (2) hole J-Pak for watertigM connection or splice. CAUTION For in11 go, an add*" Zoeller pe dmis defer to celabg an PbWbedt variable Lend Swiidhes, All installation of controls, protection devices and wiring should be done by a qualified FM7rBKVicdAgeMdw.FMMtleucronimM malor,FMDM&WpSowapoaskMFMOW. licensed electrician. All electrical and safety codes should be followed including the most 8n& RuaseS1MploxPumpCw" FM1= Alarm-1410 a, fM073't. recent National Electric Code (NEC) and the occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. &4& TD: PO &W MW ` - ouloftKY.40216A7 - . • -Alenafedaersof.. SW 71k 36MCaeaPM MW - toui>mille, KY 40211-1961 jjxyjrr /fir 4/, haw" w9.aar19aroonr Pi/MP lO. ! ' - (Wal 1 °BZWN `31U 951v8-5Z2-008 OLOZ 'Nbf 03SIA3M Z \ :anOd-lMd :31vo owz ksvnwr :31vo oa N3a1`dW Ot AMH Sn 9lL£M ivnNdW OIld3S ~ o :8nod-38 .o-.~-.4 :3iv~s 3WS AS wNVacl 313111®1 HM-008/OOZLd1M w z 0 a o 0: Q J U W U^ N O N CL T5 :a) 0- m 0 ^ (n U w oz f- J o. U. J Q JJ W F-• m c g Q :1 a0 a< Z F C) M U co R z a Q o_ o in I-- w z o p= 8 r- D Q!, Oa a I Q W. ~N ~ N O va ZY M U r~ Q a ° p~ ~ na Q co L- °O0"W:9m mWcn rice o W d9: L `U = NO*~.:i ~~wva+<f- a M1N -ID WoF,\ Y CD 0 cn V) O C.- M to c3 a W U o. c w N (n kF- . :Q= o QF5 ° mF x Y Nao o~=~m~ ate zd° u Z zFE a <Z bit) ~2 Q m U J `J` Lq °a ~ z z v' f- w ? ? M U cn I Q I w U z X oo- n. 10- Nk O ZZ I a [a7 ' SVO .4 .9£ do Ww w c~ • U LLJ 6Qy o Q x W W m W I J < LL. (n w U. \ SVO .b to- I .0k dn U Tfl N M Z 2 w 0038 W .96 SV .~S Y z F S,) U,)P+4AA Chamber SAS W 0 RK SrtFET' /Dd A - Z• _ L y~-- - q~/ e qo f I - i ST_ CROIX COUNTY S EMC TANK MAIITT'~ANCE AGREEMENT AND OWNE~tSHIMP CE~t'IIFICAIYO T FORM jzj 3oN~ VU S Pttt L L.I N N ~ rmuyer, dviaiiing Adt,Iiess>Zb to b~6 s' ' ' property Address wv0w 4C37eriftta1icn from p7aruuituS & ©zz- y -50- i~ City/State ~A Li t Parcel ~tifica#ton Number LEGAL DESCRIPTION NE-Jjq :A ..'7 Town of f11A,.V r cK1,~.~ tC Property LOCa Dn N (-i %a , Sec. Zy . T ~N R~_~T, Lot # 1 subdivision Plat: /o volume p5 , E'age g 4,a Certified Survey M$Pp~ Q1~ G, # / 0 7 c J amore 200.1) Olum , , "?age Wa=r.,wty Deed # Lot lines idafi5able~yes U DO Spec hflvse U Yes U m SYSTjK-M MAINTENANCE /AND OVVNM CERgrF=CA'TION 'Nast proper cauid result is its prematmt failure to bads' ;rap-per use and maiaIODOM0e of Your t if ceded, bye }mod p, u nper- What You put into maintenance consists of pu330p7M8 ovi the, septic tat8c evexy tbr°e years_ ~ di-~pOS~ system ovw e [ mainte~ the system can affect the fimetiion of the septic tank as a treatment stage in, responsibilities tine ~i&ed in S3-52(1) and in Chapter 12 - St Crobc Cony 3' or&uwnee property owl" agrees to submit to SL Crow Cotur>ty PisansnS 8c Zoming Department a ' n ~tion form, signed by the plumber or a hemmed l vrritytnS th i s (1) gm on-site The owner mtd by a master plumber }ropey. P on and p=pwg {3f 00c a ssmy), the sephe tank is Wastewater disposal system is in proper opesattng cvndtitom and/or (2) after it>spoctt less tbam 113 hill of siudge_ agree tv maid u the 1?~°au e i sposal system with the Uvw, the smde~ have read the above requircumnas std of Nt l P2Csomx S. State of Wisconsin- •sram sa set fordjt hereto, as set by the Drg~tment of C031nne "and. the De~~ Certification stating aisat you septic system has berm ma uftmed must be completed and reared to the St C ix Covm~y Plantsing & z..,.g 11611a 30 days of the tluee year won data. ~ V= am/we t lee ms(s) of the kBDvAOdP- Uwe certify that all statements on from are true to tats best of mYlbuf tbi/ ~P.ty described above by,4itt w of a W7,31,11Y deed rewided m Rqpshw W.mber16~r rooms DATE _,Ir iATURE OF PLICANT(S) #:,•AAy information that i5 m"sss n°a3' Ott in the sanitary Pmn~,g being revokes by the Pbu>ting . k Zoning 37epmta p if Indwe with this applUt s tm a rcmded vmnanty deed from the Register of Deeds (Office and a copy of the c ertified survey map refcc~ is u do in the anxaa~7' de's (REV. 09187) T'd SLLT-9air-STL 2uilsal TioS s,ua~siTTo~t d~S=zO bT bZ now ' I I I I y ► 1i~iliiili~iNi~iliiiililililll 8177097 State Bar of Wisconsin Form 2-2003 Tx:4146194 WARRANTY DEED 984394 BETH PABST Document Number Document Name REGISTER OF DEEDS ST. CROIX CO., WI THIS DEED, made between Brent G. Hilmanowske and 08/19/2013 12:02 PM EXEMPT#: NA Melissa C. Hilmanowske, husband and wife REC FEE: 30.00 TRANS FEE: 120.00 ("Grantor," whether one or more), and John W Linehan and Stephanie L Linehan. PAGES: 2 husband and wife ("Grantee," whether one or more). Grantor for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant Recording Area interests, in St. Croix County, State of Wisconsin ("Property") (if more Name and Return Address a space is needed, please attach addendum): +en See attachment for legal description. ~oh J -t 320(.0 "-D~~~{ W S 4v zZ 13~-FZ~O 022-1084-50-100 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: easements, restrictions, and rights of way of record, if any. Dated I Lp7-O i -_3 . (SEAL) (SEAL) * * Brent G. Hilmanowske (SEAL) C• ~ y V W' (SEAL) * * Melissa C. Hilmanowske AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF \hY_T ) CHARLENE A I-ARSON ) ss. authenticated on Notary Public COUNTY) ate of Wisconsin ~~,1lZUl3 Personally came before me on t'~"IJt-~.,~-X * the above-named „ rent r: Hilmanowske and TITLE: MEMBER STATE BAR OF WISCONSIN Melissa C. Hilmanowske (If not, to me known to be the person(s) who executed the foregoing authorized by Wis. Stat. § 706.06) f~ „ instrument andnacknow edged t e same. wrs b , z 1 i nk9 s x/19 e-y~ THIS INSTRUMENT DRAFTED BY: Maxfield E. Neuhaus -Attorney at Law,~~f rotary Public, State of 4- River Falls, Vvi ~w rf My commission (+s-persient) (expires: l'~ "aS -1 ) (Signatures may+be authenticated grfacknowledged. Roth are not necessary.) NOTE: THIS IS A STANDARI)$FORM~q~A~NY MODiFiCATI N TO THIS FORM SHOULD HE CLEARLY IDENTIFIED. WARRANTY DEED ~ ~ a`,'~'?©2003 ,S,T~ATE'BAR OF WISCONSIN FORK NO. 2-2003 *Type name below signatures. INFO-PRO^'ww Jnfoproformsxom 1 of 2 LOT ONE (1) OF CERTIFIED SURVEY MAP IN VOLUME FIFTEEN (15) OF CERTIFIED SURVEY MAPS, PAGE 4065, AS DOCUMENT NUMBER 643225, FILED IN ST. CROIX COUNTY REGISTER OF DEEDS OFFICE ON APRIL 19, 2001, BEING LOCATED IN THE EAST HALF OF THE NORTHWEST QUARTER (E%Z OF NW'/<) OF SECTION TWENTY NINE (29), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE EIGHTEEN (18) WEST, TOWN OF KINNICKINNIC. Subject to River Drive right of way. St. Croix County, Wisconsin. 2 of 2 - 3 zE N VHaNI 1 m f ElINVHdals f NhOr p G ME N U s_y I, a4 ■ tD ~ ~ I L f a I~ (cYll J~ E ~ -o: O i i to - ~.o k 3 x r Q` NVH3NII (V 31WHc431B NHOr Y~ f+ w= Q 6 m ~ Q_ ya m U Y. T L ° d i. U.' ~ !1 P CJ ° ° s ....s.s .sy. a.I .ke I O Q m 1©~, - - =;lN'V c4E]IG a Ntior Q AJ ~ wn ' f ~r S ° N U. n \ ~ n 0 e,o: s e ~ .,aa [ a 0 ~ L 1L RI Z, ~ • • Cam` - Ell M ue ro ~ Q` N'`HNI~ EIIN'VHda19 r NHOr d o IT o0 0 ~ o vu om 5 r S r° y V / i ` o o , 0 0 =P&° tiz ~n8~ °°~6n P` rc_ m w°rtN _ ~:&b mi U N ' m I Wisconsin Department of Safety arg Professional Services Division of Industry SOIL EVALUATION REPORT Page 1 of 3 in accordance with SPS 383, Wis. Adm. Code ~4a~ County ST. CROIX Attach complete site pla~P of Ids than 81/2 x 11 inches in size. Plan must incl de, but Ii~1tb: la~N ontal reference point (BM), direction and Parcel I.D. 022 - 1084 - 50 - 100 percent slO0~fr 61i(i+ r~tsions, north arrow, and locatlorl ~qd fftrte tt road. Please print all informati (oi~;.''J 1 - ° iswed b Date Personal information you provide may be used for secondary purposes (Privacy -L-- 5--75.W7) (m)). _ ((mil I//✓ Property Owner Property Location JOHN W. & STEPHANIE L. LINEHAN Govt. Lot SE 1/4 NW 1/4 S 29 T 28 N R 18 E (or) W )W Property Owners Mailing Address Lot # Block # Stud. ;Town or CSNp# 3206 Derby Street 1 6VIIage CSM 15 - 4065 City State Zip Code Phone Number ity Nearest Road River Falls, WI 54022 ( ) River Drive E] New Construction Use1] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD 0 Replacement ® Public or commercial - Describe: Parent material glacial outwash Flood Plain elevation if applicable _ ft General comments Conventional In-ground Trenches 0.6 loading rate --System elev (Non 96.79' and recommendations: Pumping required Property Address: 1023 River Drive a Boring # ❑ Boring Pit Ground surface elev. 98.56 ft. Depth to limiting factor 60 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundar)~ Roots GPD/fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 'Efr#2 1 0-32 7.SYR2.5/1 - 1 2f-ma&sbk mvfr cs 3vf-m 0.6 0.8 2 32-43 7 5YR3/3 - sl 2f-msbk mvfr es lvf-m 0.6 1.0 3 43-60 7.5YR4/6 - fs Osg ml cw lvf-f 0.5 1.0 4 60-68 7.5YR4/6 c2f 7.5YR5/6 fs Os ml - o.s 1.0 2 F Boring # ® Boring 97.46 56 Pit Ground surface elev. ft. Depth to limiting factor in. Soil ApWication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounder) Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2 1 0-36 7.5YR2.5/1 - I 2f-ma&sbk mvfr cs 2vf-m 0.6 0.8 2 36-46 7 5YR3/3 sl 2fsbk mvfr cw lvf--m 0.6 1.0 3 46-56 10YR4/6 - fs Osg ml cW l vf- f 0.5 1.0 4 56-60 10YR4/6 c2f 7.SYR5/6 fs Osg dl - - 0.5 1.0 " Effluent #1 = BOD > 30:E 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < 30 mg/_ and TSS < 30 mg/L CST Name (Please Print) Sig CST Number Mary Jo Hu rt Hollister's Soil Testing & Desi kld2ftt:224832 Address Data Evalo Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 10 - 30 - 14 715-426-1775 Property Owner LINEHAN, John W. & Stephanie L. Parcel ID # 022 - 1084 - 50 -100 Page 2 of 3 Boring a~ # Pit Ground surface elev. 97.81 50 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Efr#2 1 0-30 7.5YR2.5/1 1 2f-ma&sbk mvfr CW 2vf-m 0.6 0.8 2 30-42 7.5YR3/3 is lfsbk ml CW lvf-m 0.7 1.6 3 42-50 l OYR4/6 fs Osg ml cW 1 vf-f 0.5 1.0 4 50-56 10YR4/6 f2f 7.5YR5/6 fs Osg m1 - 0.5 1.0 t~ Vr Boring # Boring Pit Ground surface elev. ft. Depth to Imtdxtg factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2 i I i Boring # Boring F-1 H Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture SMicture Consistence Boundary Roots GPD/ft? in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2 " Effluent #1 = BOD, > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg.'L and TSS < 30 mg/L SBD-8330 (RO7/13) Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner Jao W, Legal Description ppT br- NE `/q or me m wA ° (except where noted)' ` nw• z-irata R igv l7 = Backhoe,p ?mt-r 6F 5sEV4i DF Tt►E N w~F 2. Zzq AeAFs uJAl OF KwNteKwN(C, ST.c2o~ Cow-ry. Ul,--AaNsiiJ. X North R RAMP J0~3 R~ ~TZAVE a. N v 4 a~ w w M N M W i J ~ qu .~3P 2 Site L anon: RF~x@vy.S~ w. x 7 ~ S}ti s~> ~ ~ SA[ fi Gw ,,y Y 111((( ~ . tit ~ . )q# R" 4 k ~ ~ Tj "Yu y l: 1 Y` at ~ ~ ~ 1R, k • i tlr .a n kk v. ~ T~ ly 7. b Sear h Results Page._2.iof 2 ce Balance 112/:2/ y}il}5~20 N .00 ..00 2671.55 ~ 2001 wma.~tlLw~N ~ i ac~d rw 643225 $S. ~RD S v N CERTIFIED SURVEY MAP Randall P. Cadd and Robert I KolasMml i Located in part of the Northeast Y, of the Northwest Y, and part of the Southeast of the Northwest Y, of Section 29, Towm*r 18 North Range 18 West, Town of A i7vacklro»c, St. Croix County, Wfscorsm OIMNM ADDRE88 .----•-i_______---• N 10S0PRAREANNNIIDMA: ; i FALLS. NgSM ~iAR11RtAREI LEGEND AA?RTNIMCORMOlI TCT1E6Ai'T11MO sfcrrpwaitr2aK; ! SWMLMOFS6.'7D S% 0 1119lPNONPPilEr R19 +rl TUftRUW,AE>TIAWAa #i.MR.•1.13LRAJN.tT4 BE~ i 1 AUANM N M'6t70' E • t101Mrf 1- NON P/E Q r A E~ NALUT La SCALE; 1%" NNTINWIOItA X20 `•e t.~ ~rTm m m a I Nt Lc, y78i ' y ~ ~ POW" \°Y \ 4aCT_ (R- ► AN00110® As ' ,t• I UNPWTTED LANDS gLR% I ""NNUVADTH ROAD AWA QL(jME7, COMM N0q1E4M Ner3oo eN~ a3a.~ ~ar 4Q?.4 _ _ I I ' ~PA Ur .a1 • s 1 ea• . 1902, N0RTMt0M1E , CERTIFIED SURVEY MAP 1 $ ;k` 32srE„ VOLUMES, PAGE2543 M etaiAww too'; LQT 2 LOT 3 r GE~r1F1ED SURVEYAMP se9 mrw saw FEi ;1.Y_4~11M~ .P_A €1? 4 AREA LOTS 1 AND2- ' ! - - 9Q,89QSQlMREfEET0R2Y24AC. (~/1SQWREfEETOR2000ACRE8 ff+~N9o'aro~E a3 $ { ; WwuIETEASrRroERddvE bCGYt/dY0T0YMYRQADtSOWOFNAl'O fo'q u. 1 ~02L5 ON DUAL )PAGE 3 OF 4) 1 1~ 2 13 AREALOTS ~AW ►7,E07MWIEFEETORIWAQ GSM. VOL 1, PAW 10 NDL 7f1 P.106 as t' K ! 217SGLMREI TOR2002ACRES NO MIW ~TlF1l Q (jBV Y xiateo9wcTDN+ArRUADwellroFartr/ Gsn st ~ 6, p. erg CON L `CERTIFIED W s1...... i I LOT 4 G&K , $I t'L.AURENfl 1,172,410SQUARE I i ,jFly FEETQR2b924AC ^ 11 W~ I °P 19 ' CERTIFIEDII 1, FIA%'s, • OR2S066ACRES WI, EKCUJMG TOM G RaRre1►roFvl SURVEYMAP PAGE 1 i • • • ~ g ~ ~ VOLUME 1, PAGE 2 I~lVP(~4TTEQ UWDS Qk w• $ , SEtAANIV/M SWCCRN9tGS.N. - 81veg•q L -NN' nVE►S13.33~~ ~M NK'137F 128641 gOf/iNrr~ NIYW~N , 0111.114 ~T," N NI'49'3? E 9KW- PER EA / P 201 0i-S80. ow m EASTWCORNER EAST4MTINSEC110M1J'E IR.SW4SWE 'LiDL3/) SEMN29 -NN•13WE @ mxor- T28ALRISW F0WJlBWTM WHITINCONGR L4VPLATTED LANDS SECRON2RT21K R O W m ALlANMAIIIO~BAEN1) ~EERARS9IALIAMNAI , DATED: 1.16.20APPRO . 'ao1r1N/acaRAe1 REVISED.3 420d4C1ta1xC01,Nrr 1 WM=24TXI(RNW MAR 21 2001 wow SHEET 10F 4 httq://216.5T'v~o° c'°o~arce"~eport j sp~~ r„~r1 W l ~U ;u 5/28/ 09 approval W. approval shall t4 null p-4 IWO vwt 19 Pave 4065 Iwo lq' VOLUME 1, PAGE20 ' -D A 'wcoRNER ` UNPLA7?ED LANDS (R= N GO-W00- E, S -UNPLATTE - S 89 4845 E) . sEi/4NW1/4 swCORNER c.s.M. LANDS : I -N 88'13'30' E 2813.33'. - N88'13''E 1295.3T SOUTH LINESEI _1_ %EgST-WE EASEMENT PER SECS TMLWE,% -1d 88°1330' E 934: (R. S 90'00170- W9 - C.S.M. VOL. 1, P. 204 EAST 114 CORNER T- ST 1/4 SECTION IINE (R-S89'4845'E N 5204.31) SECTION 29, -N 88°13'30'E li ~ 5204.07- T28 N, R 18 W , wesr 114 CORNER UNPL4ITED LANDS W IN UM A U FNn SECTION 29, T20 N, R 18 W (FOUND BERNTSEN ALUMINUM 8 b ° MONUMENT) DATED. 1-1&2004PPi!~°~-~ U , 60 REVISED.3-14-2WICItc~lxcc~tSOUTH CORNER Nannlna Inn, ry (FOUNDBERNTSEN ALUMINUM MONUMENT) doom MAR 21 200 THIS INSTRUMENT DRAFTED BY JERALD L. LARSON SHEET 10F 4 00 1 If not rucuru,~u vvi im, i 'su approval date approval shall ,t null nn i vold 170%1 1c; Page 4065 SOIL EVALUATION REPORT Page 1 of yy.;;G,n&mBnent of Commerce Division of Safety and Buildings County -JT , OYM I X in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must ir'clude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 6 I percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Rev' wed by v Date Please print all information. 'J- _ ZS 2~ Personal infom,ation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Location _►.~W f~l..r~ Property Owners S 1/4muj1/ S Z T $ N R t?a E(o W ~p of # Block # Subd. Name or I ' _ Property Owner's Mailing Address O(YQ ~~lU C CS 10 0 D a- R) City State Zip Code Phone Number ❑ Village IN Town Nearest Ro ~023 0Z ( -1 1S) LL ZS - Ik-1I Q~. LCVc- wivlc ~iv~~sz v u' F-NETL s kit Sq r-fY1s GPD Code derived design flow rate 00 New Construction Use: 0 Residential / Number of bedrooms ❑ Replacement ❑ Public or commercial - Describe: cable L f$t-- vT%1~-9- Ij Flood Plain elevation if appli Parent material General comments 3 X g[, ZS ' LON 6 wt T~'I 13 l TS and recommendations: iZ OI) U ` C `S' `JEL A~1.`(~•/ St D ~ LL1! /v b 1~1Z L E'~V C~{R- t1 S3HlZS P ~ ~ _ a ' c pou, ~~L S,) O ❑ b b ' g Boring # Bonn El Pit Ground surface elev. S - a ft. Depth to limiting factor Soil Application Rate 1 ® Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz •Eff#1 •Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Z$ 3q LcL2, Sty - S i ZY'I-Sb~ nl 1.2 } 3 3q -h ) o~t S 16 -S D s9 , _ - -1 t bO-b y 1~~R 51 b cZc9, s Ll V Sl F, S 93.84 E _ 2 1 0 Boring ST CaOIrJIX I C>F o ❑ S >F 6.0 ft Depth to limiting factor c~1alNO ' 0 AppN ca EE Boring # , rn~. n Rate ® Pit Ground surface elev. GPD/ft2 Texture Structure Consistence Bour>tdary- ftoots- Horizon Depth Dominant Color Redox Description Gr. Sz. Sh. ~1 'Eff#2 in. Munsell Qu. Sz. Cont. Color S ~ I Zfsbk m )04 Z-3LZ - S _T, - ~S 31-qZ l04g-316 SiI Zrnsbh rq-F1 S 1,esb?z v ~Fs o s m 1 S 7-$ l~yR sJb l~ 1S~•1,(LSIa ~S ng9 ~ ' Effluent #2 = BODs < 30 mglL and TSS < 30 mglL • Effluent #1 = BOD5 > 30 < 220 m and TSS >30 < 150 mg/L CST Number 41 bS = CST Name (Please Print) gnature ' Arthur L. W e Q e r e r 220254 Date Evaluation Conducted Telephone Number Address Wegerer Soil Testing & Design Service Iyl~`DI 715-[i25-0165 421 N. 14ain St. River Falls, WI 54022 rp ~ oovrrrzmcw~+ EASEMENTPER EAST•WES~ T1/ SECT10NLft r - - ' - - - (R~ S 90'0000' W, 1 C.S.M. VOL. 1, P. 204 (R~ N 90'OOUO'E) r~ N 89'48'45' W) (R• S 89'4845' E 5204.31) EAST 114 CORNER - WEST 114 CORNER - N e8.133(r E 5204.OT - T C7D 1 B S W E (FOUND 9ERNTSEN SECTION roN 29, T26M R 18 W UNPLATTED LANDS U3 ALUMIAftlMMOMJMENr) N ND BRNTSENALUMJNUM U31- NT) SOUTH 114 CORNER SECTION 29, T 28 N, R 18 W THIS INSTRUMENT DRAFTED 8y JERALD L. LARSON ALU(FOU ~ SEN SHEET 10F3 INUM VOL.77 PAGE 4572 1 • W:~,cun§in Departfrent of Commerce SOIL EVALUATION REPORT Page ) of 3 0. Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ST". CtZ-ll Lx Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must Ir'clude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. d7y~S~ _/o percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Rev' wed by Date U Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner g _ Property Location S 4; 1/4 NW 1/ S Z T F3 N R I$ E (o W Property Owner's Mailing Address t of # Block # Subd. Name or 110(bD -?k,PIZLE Mou"3 )::)luUC I Cg)H S City State Zip Code Phone Number ❑ Village ® Town Nearest Ro , R-)v~ F- 1L% kid squ - ( -1 LS) 4LS - IQP?1' 1~ -Lt ► j'Lo-b-wkitC R-I\3QZ U/YZ.IUL New Construction Use: Residential / Number of bedrooms Code derived design flow rate FO-0 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material G Lh-,t L PrL O U Tuvf - 914 Flood Plain elevation If applicable N - R ft General comments and recommendations: 1Z E CD M Qt v D q C~3, L+ 3 ` X 81, Z.S ' U N 6 I...) E'rH 13 fin! ( TS oC- l.`ftGl RCl`(y StD~~vlti ~z LE~lj C-Jjk"iS~ Pe'rt CELL p ~1 g1 Tel ~Z Pr t t_ c 13th ; F I Boring # ❑ Boring _ 0.o 2ao ® pit . Ground surface elev. S a ft. Depth to limiting factor b Soil Application Rate 1 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 t. o=ZB j. jq it: zl _ S i 1 z~P56k m eta S ~ ~ b Z Z~-3q Lc~`~2 3l - k J0 3 39_6 10`2 S16 - S D s9 cS _ 1_Z, y 1o72s1 cZk 1:S Li P 5) S o s9 »11 _ ) . z R3.86 ` _..r;t Z o ❑ Boring IST CROIX Boring # COUN?Y ® pit • Ground surface elev. q 6 ft. Depth to limiting factor 11` <,in, ZONING O o AppNq on Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bo' diary. toots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. _?01 'Eff#2 10 -31. It -AZ--X-L 31 _y Z C 1-1 PL 3/ (10 - S;1 Zm s bk rvt'~y C-S S 3 -SS !~`t►Z 16 sI lesbVT V'F1• C~ e ~ . to S ~-S lD'IR slb 1~ ~S~i(ZS18S 0-%5 m ' Effluent #1 = BODs > 30 < 220 m and TSS >30 < 150 mg/L • Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) gnature CST Number of ~s Arthur L", Wegerer ~ 220254 Address W e g e r e r Soil Testing & Design . Service Date Evaluation Conducted Telephone Number 421 N. Hain St. River Falls, WI 54022 1- IO=DI 715-425-0165 Property Owner CVO f ~-COL-P,'N4 11J S k Parcel ID # 1~ h1 G Page Z of Boring # ❑ Boring 3 7 ❑ Pit Ground surface elev. ,q b ft. Depth to limiting factor 6 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 i7-Z8 1DLiiz 3l Z. st 5 Z`-a61Z rvl`F1- Gw 1~ .S .g Z Z$-y?, 16 2 3! - si i Zwt sbk m S - . S - sd ~O 3 4$ to -t2 3A 'FS o S m 1 - . S • 9 , 5~ -16-86 W4 Q sl e .3 4 P. S!S +s O 9 . m 1 , 5 • q l G 6, ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. • Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 Boring F-1 Boring # ❑ Pit ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate - Horizon Depth Dominant Color Redox Description . Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 • Effluent #1 = BOD6 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD6 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD4330 (8.6/00) PLOT PLAN Page 3 of 3 Scale 1' =SCE ' 1xv 13+x - Z _ l 21U InZ -Y--)RZk V F _ ~t.ab ~1, q S Z ~ Su L`j`Kp ~J~1 l~ l A1., Y~"~Jlil ~S ~ I4.S ' RLTL~R S~-1, ST~~ 3 L-LOI~ - 3LOG. S ~-gr~e.lz I O eili~!`~o :R S t l wr A-t~ C I cAm~1 L` ~~T 1 Lo -r wl - EL. boo-o'c»., ?ritt- ot- TELe Pt+o Ci~)Q`C IZUtiE _ dF _ 1v~R 2l UF__ 715-425-0165 220254 o)-os- CST Signature Date Telephone Ilo. CST No. Job NO. Parcel 022-1084-50-100 04117/2007 09:12 AM PAGE 10F1 Alt. Parcel 29.28.18.456A-10 022 - TOWN OF KINNICKINNIC 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 - HILMANOWSKE, BRENT G & MELISSA C BRENT G & MELISSA C HILMANOWSKE 612 SUNSET LN RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1023 RIVER DR SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.224 Plat: 4065-CSM 15/4065 SEC 29 T28N R18W E1/2 NW1/4 BEING LOT 1 Block/Condo Bldg: LOT 1 CSM 15/4065 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 29-28N-18W NW Notes: Parcel History: Date Doc # Vol/Page Type 02/16/2005 787666 2751/320 WD 08/05/2002 685909 1940/482 WD 08/05/2002 685908 1940/481 WD 01/05/2001 636321 1572/511 LC more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/11/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.224 50,000 0 50,000 NO Totals for 2007: General Property 2.224 50,000 0 50,0000 Woodland 0.000 0 Totals for 2006: General Property 2.224 50,000 0 50,0000 Woodland 0.000 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 IF APR 1 9 2001 " KATHLEM) H. WAM MAY ~ 7 2001 l~eo~~rt>f o~ds 10 SL CLoa CO, Wl ti ~i 643225 ST. CROIX COUNY SURVEYOR'S RECORD ~ N CERTIFIED SURVEY MAP Randall P. Cudd and Robert I Kolashinski Located in part of the Northeast l/4 of the Northwest '/4 and part of the Southeast '/4 of the Northwest I/4 of Section 29, Township 18 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin. OWNER'S ADDRESS , 1080 PRAIRIE MOON DRIVE RIVER FALLS, W 54022 33'. 313' ; N eEARlrr~s ARE DICED LEGEND NORTH 114 CORNER 1 I TO THE EAST-WEST 114 SECTION 29, T 28 N, e ; SECTION LINE OF SEaCT10N 28, O 1" x 24" IRON PIPE SET R 18 W(FOUND I I ' T 28 K R 18 W, ASSUMED AS (MIN. WT. -1.13 LBAIN. FT.) BERNTSEN i M M370" E i FOUND 1" IRON PIPE $ ALUMINUM MONUMENT) 19111 CONCRETE (P.K.) NAIL SET SCALE. 1-300' IN BITUMINOUS PAVEMENT 2.02 CORNER MONUMENT 3S NORTH Iy SECTION SOUTH f/4 100 0 100 200 300 (AS NOTED) co SECTION = 38 6V-- oy`~ LOT 2_ (Rm NNE - I RECORD AS l' UNPLATfED _LAND-S _ I ' CERTI - -D IE SURVEIL ° - I VARIABLE 1NIDTH 't I ~ i ~ ~ g ~ ' , ...1' Cl ROAD AREA I (R- EAST 0, : P OLUME__ , I CENTERLINE To(~THE PUBLIC) N88^ag'" E 2 RIVER DRIVE 3,868 sq. fL or 0.314 ac.) 3 81' I PA-- _ ~SO N g8'32~'S1" E 1167- - 52.07 LOT 4 NORTH R/W LINE RIVER DRIVE _ G. • ERTIFIED SURVEY MAP 296.60 169.31' sourHRANLINE ?b 296.00 4- VOLUME 9, - 2543 .z4y c 325E 11 .91'- RIVER DRIVE P 100 ~'4 NiY W BUILDING it 3 W S. LINE NEI14.NW114 Q- 4 N. 1 1100' o s 100'- I LOT ~3 ` CERTIFIED_SURVEY MAP LINE SE114 NW114 LOT~ 296.00 Z3 66' 296:00 S W37511"w s 6a'3zsr w X01' ' VQLUME 6,. PAGE 1754 AREA LOTS 1AND2 96,896 SQUARE FEET OR 2224 AC. Inn (87,128 SQUARE FEET OR 2000 ACRES (R= N 90°00'00' E 33.007 N 88°03'54" E = W ; R/W LINE FJ1S7 RIVER DRIVE EXCLUDING TOWN ROAD RIGHT OF WAY) a To, 33.0t j ` SEE DETAIL (PAGE 3 OF 4)- t 1 J 2 3 F-ASEMENTPERDEED AREA LOT 3• VOL 562, P. 486 AND EASEMENT PER VOL.7f4, P. 405 CO. 97,007 SQUARE FEET OR 2227AC. C.S.M. VOL 1, PAGE 162 ERTIFIED SURVEY.-MAP Z, r (87,217 SQUARE FEET OR 2002ACRES NORTH LINE VQLUSE-- PAGE 1519 ~I £ EXCLUDING TOWN ROAD RIGHT OF WAY) C.S.M. 500. W ~~1°~ ~8 00~~,00000000000 A,, 00 `CERTIFIED_ I gM °°00 Zi Z WESTLINE •O I via ~C LOT 4 c.s.M. LAURENCJE s Sys I o °o g g nnu P1 1v o 1,172,808 SQUARE SURVEY MAPI FEET OR 26.924 AC. °*e 13 RIVER a>~ (1, 161,544 SQUARE FEETOR26.655ACRES CERTIFIED FALLS w EXCLUDING TOWN a'.~ - - - _ I ° WE , ° n,.s W ROAD RIGHT OFWAY) SURVEY MAP PAGE 162 j ^g~1 - - - / I 00 _ ~~0~0 OOO~opO~~~ VOLUME 1,_PAGE 2 _ UNPLATTED LANDS (R= N g0'00'OO:E. SW CORNER !UNPLATTE - S 89 48'45 E) SEf/4 IVWi/4 SW COLtNER C.S.M. LANDS -N 88-13-30- E X13 N 88'13'30 E 1295 3T SOUTH LINE SE1/4 NW .1- EAST WEST 114 SECTION L1NF-' « EASEMENT PER -N 88°13'30' E 934.09'- _ _ _ C.S.M. VOL. 1, P. 204 (R- S 90'00170' W) EAST 114 CORNER ` EAST ST 114 SECTION LINE ~ (I?= S 89'4M' E ~ 52D4•3}) SECTION 29, -N 88'1350' E a 5204.07' T 28 N, R 18 W , WE SECTION 29, 114 CORNER T28 NR16W UNPLATTED LANDS 8 W OMW MO EN E BER SECTINT =ND BERNTWN y ; 60 CORNER DATED. 1-i&200~P~'(' O w REVISED: 3-~-26)01CRO'x cot 'SECT 1/4 ,T28A N1!n2 n 7 +n SECTION 29, 72B N, R 18 W (FOUND BERNTSEN ALUMINUM MONUMENT) MAR 2 1 200 THIS INSTRUMENT DRAFTED BY JERALD L. LARSON SHEET 10F 4 00 I If not iacora,~o wanijl 'su a, approval date approval shall ;t null ;Irvi vn-d trrrl 1 5 Pa tie 4065 Q ~ ~ ~ X321055 WR 1 9 2004 14 ' VOL 17 PAGE 4572 KATHLM H. WWCSW^! REGISTER OF DEEDS S ( GFiP1 Y 7CO Y ST. CROIX CO., WI S;fctlF+'Q w'~ ~F OR RECEIVED FOR RECORD 07/25/2003 10:15AN CERTIFIED SURVEY MAP REG F n _ u PY FEE: ES: 3 CERTIFIED SURVEY MAP PAG Randall P. Cudd and Robert J. Kolashinski Located in part of the Northeast'i of the Northwest and part of the Southeast of the Northwest of Section 29, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix Coun ng Lot 4 of that Certified Survey Map recorded in Volume 15, Croix County Certified Survey Maps. Planning Zoninq and Parks C(~Mmlltee N JUL 2 5 2003 LEGEND I* x 18"IRON PIPE SET i~i R 30 da~ or (MIN. WT. • 1.13 LBAUV. FT.) NORTH NORTH 1 114 CORNER 29, T28 NR 18 W S13ANR10 al eha~be FOUND I' IRON PIPE (FOUND BERNTSEN ALUMINUM MONUMEA17) T 28 W, AS FOUND CONCRETE (P.K) NAIL N 88'1370" E A IN 8(TUMINOUS PAVEMENT e g OWNER'S ADDRESS SEC77ON CORNER MONUMENT $ SCALE: 1 **300' 0 (AS NOTED) w 1080 PRAIRIE MOON DRIVE 8 RIVER FALLS, W154022 (R- ) RECORDED AS h 160 160 260 3 0 SETeACKUNE g? LOT 2 o SOIL BORINGS (PROPOSED I N NO AN EROSION CONTROL SEPTIC SYSTEM) PLAN WILL BE REQUIRED GERTIF~~R URY_€_?~ ; I~ BY THE ST. CRaa COUNTY { UNPLATTED LANDS ' I y ZONING OFFICE PRIOR MAp IQ40MV, TO ANY CONSTRUC77ON. 1 P_ASzE 1_902 CENTERLINE / n N 89'3093' RIVER DRIVE (R- N 89 38 4Q r 4 '3005'E) 1 CERT----P Sr♦/RVEY -P Sou ii 10 1 aa, 3 1$ 3 gs' , VOLUME 9, PAGE_543 RNERDWE RIVER DRIVE I Ox I ~ ' : s8 A W LQI_- L T 3 - p_ - NE114 NWiM L0T 5 , _ - s NORTTNUNE SEI -Nw114 Z OERT1FEDAIVRVEY-M_AP 296.00' ~VARIABLE WIDTH 4 88.32.51- E 66' N 88.3751" E 592.01' P. NOTE- S 87.39 47- E 295.81 LOT 5 CONTAINS 98,243 SQ. Fr OR 2.209 AC. (87,154 SQ. FT. OR 2.001 AC. EXCLUDING TOWN (R- N 90'00W' Q) 100 ROAD RIGHT OF WA N 88.03'51 E p~ ! r = ui ,a11N R/W LWET T RIVER DRIVE SEE DETAIL PAGE 2 37uN Y A,~ 3 EASEMENTPERDEED 6 VOL. 582 P. 488 AND (71 , EASEMENT PER Co. C.S.M. VOL. 1. PAGE 182 VOL. 714, R 405 z ~g ~>it't. pP,`.t•'~,~,. ~5i CEF3JJFLED Sl1BYY•~AP z 1,076,5655Q.FT OR24.7i5AC. o'~rt► CERTIFIED W LnuR a Zf (1,074,384 SQ. FT OR 24.865AC. EXCLUDING TOWN ROAD RIGHT OF WAY) g 55~ ti PFNY • SURVEY MAP,,, 1711 !7 LDENVILLEC CERTIFIED VOLUME 1 ' SURVEYMAP PAGE 162 eO LA K0 swcDR. VOLUME 1, PAGE 204 o MARCH RH 31 (R- N 90'0090' E. , 2003 S 89*48'' ELOT4 N 88.13'30' E412 .3T N 88'13'30' E 934.09' i _ _ N 281 SOUTH LINE lOT 4 EAST WEST 114 SECTM LINE EASEMENTFER (R- S 90'00'00' W, C.S.M. VOL. 1, P. 204 (R- N 90'0000'E) N 89'48'45'W) (R- S 89'4845- E 3204.31) EAST 114 CORNER 29. - - N 88.13'30" E 5204.OT - TT AMR 1 B IN WEST 114 CORNER - SECTION 2A T28N R W UNPLATTED LANDS w ==N7) M~OINND UMEERNTSENALUMINUM SOUTH 114 CORNER SECTION 29, T 28 N, R 18 W woo THIS INSTRUMENT DRAFTED 8Y JERALD L. CARSON ALU~ MONUMENT) SHEET 1 OF 3 VOL.17 PAGE 4572 i