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Home My WebLink About040-1258-60-000 (4) V in Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix . Building Division INSPECTION REPORT Sanitary Permit No: 430573 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purpdses [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Troy Development Cor oration Troy Township 040 - 1258 -60 -000 CST BM Elev: ( Insp. BM Elev: BM Description: Section/Town /Range /Map No: C£� • a $� leti� - GST g,� ( 24.28.20.1378 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark � 5 Dosing Alt. BM PN Aeration Bldg. Sewer d r 2co • cni Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet A) l 9•`f3 193.aliz' TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic D r t Dt Bottom Dosing Header /Man. • O f Aeration Dist. Pipe Holding Bot. System PUMP /SIPHON INFORMATION Final Grade S S•� -941 Manufacturer Demand St Cover T t G l .�•oS 9.30 Model Nu er m+. Qj TDH Lift action Loss System Head TDH Ft Force Length Dist. to Well SOIL ABSORPTION SYSTEM S` 2 ) tzZL + 469f!!REWCH Width i Length o. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIM v�j,f►e S 3 SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manu turer. INFORMATION I CHAMBER OR 10 D I F E Ld G-fL Type Of System: t I ' So f UNIT Model Number: Cvw 25+ >!oo ) (1.01, AN DISTRIBUTION SYSTEM Header /Manifold Lk Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipes f L Length Dia Spacing > /00 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes Ed No Yes No COMMENTS: d Include co disr.rPn.an -"- ( � persons present, el Q.') Inspection #1:*L O Inspection #2• �� 1 W or g atioty., y 333Lindsayy R V 540,16 (SW 1/4 SE 1/4 24 T28N R20W) Troy Village 3rd Ad o r Alt BM Descripti +wQ 2.) Bldg sewer length = _ — t C 2.0 Plan revision Required? Yes X No 2� Use other side fOr add i 'onal inf rmation. 1 �, ' tyu 0 ( OY` -. p� ) a Inse,ctor ig ature C arl. a-rh SBD -6710 (R.3/97 —" 2� `r` 9.- l 44W 6dbL, -)- la � A Tv-OS - -wA� -p4�- 'Olt 1 ,, n I Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building QivAsion , INSPECTION REPORT Sanitary Permit No: 430573 0 GENERAL INFORMATION (ATTACH TO PERMIT) 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: Troy Development Corporation I Troy Township 040 - 1258 -60 -000 CST BM Elev: Insp. BM Elev: I BM Description: '' tt Section/Town /Range /Map No: M , c'� to •- S'Q = C, 1M 24.28.20.1378 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS H! FS ELEV. Septic >✓ t , SSA Benchmark Dosing Alt. BM Aeration Bldg. Sewer A) , 35' Holding St/Ht Inlet •2 ,Q� TANK SETBACK INFORMATION St/Ht Outlet 6 ) - TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 3 Dt Bottom Dosing Header /Man. �. Aeration Dist. Pipe Holding Bot. System PUMP /SIPHON INFORMATION Final Grade /�� • 5. Manufacturer Demand St Co v [[ I GPM (� � .O r Model Nu er TDH Friction Loss System Head TDH Ft ( � S D r ) l M Q / rcemain Length Dia. Dist. to well SOIL ABSORPTION SYSTE 35 BEDITRENCH Width Lengt No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 eS 3 SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHIN Ma fact INFORMATION CHAMBER R ur r: G � Type Of System: i 2� r ";F IIW 5$. NIT Model Number. /O 11 DISTRIBUTION SYSTEM Header /Manifold 11 Distribution x Hole Size I x Hole Spacing Vent to Air Intake �j p � Pip Length _\_� Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center BedlTrench Edges Topsoil — - Yes No 'Yes No COMME S: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 333 Lindsay Road Hudson, WI 54016 (SW 1/4 SE 1/4 24 T28N R20W) Troy Vill ge d d' on Lot 118 Parcel No: 24.28.20.1378 1. Alt BM Description = -� p \� 5� f S 2.) Bldg sewer length - amount of cover Q / Plan revision Required? a Yes 0 No Use other side for additional information. � _ � ___ _�_ -__.1. - L__ SBD -6710 (R.3/97) `mot Date Insepctor's Signature Cert. No. ILIA Z ft j ka I uwr- Safety and Buildings Division countv 1\*j (forge W. Washington Ave., P.O. Dox 7082 ST . ' CROIX 537417 7f2 13itni(my Permit Number (to be filled in by Co.) isconsin (668 IVED Department of Commerce I ] - - ------ Sanitary Permit.A:ppU -.a t' State Plan I.D. Number W/ 2 5 In aaccord with Ckwrm 8121. Wis. Aden. Code, pr5v Code, personal in )rmati6n Kk 2003 ma,V be usW lor sopindary purposes Pn Law, Wi. Fsp�d Ad&cu (it iffferent than mailing address) ' W. n C%O1x COUNTY \/333 LINDSAY ROAD ZONING E)FF'Gt L AppUcation Information - Please Print All Information Prolmly Owner's Name Parccl # 1,o1#//* MockY TROY DEVELOPMENT CORPORATION 040-1258-60-000 Itopixty 0wriet's MailingAIJACS5 Pirciperty Location 11806 ABERDEEN ST. N.E. SUITE 290 N i/, SE 24 '�c Numbcr 1_ iNW C BLIANE, MN 55449 j 51-0995 N-, R�w ity, State Zip CO& 1 _3 - T 28 IL Type of Building (check all that apply) Subdiviqion Nanw 1CSM Number M I or 2 Family Dwelling N 5 PER SUBMITTED HOUSE PLAN _1 mijecomincival -- I)Cwribeti9C TROY BURNE VILLAGE 0 ❑ State O - Describe 11. Ucity [AT.WM4 UL T ROY I Ill. Type of Permit: (Check only one box on line ti. C016plet'r line B if iappliciswe) A- New System Replctsneid Sylt. U TreatnimMoldig Tank Replcement Only I J odw modification to usting System lAst Previous Permit Number and Date Issu -d Permit Raw" ❑ Permit Revision ❑ ("harige of Permit Trarr;fer to - Ne-W Befimc Expiration Number Owner � Q p/ � IV. iy of POWTS gy Check all that apply) L4 Non Pnssurized hi-Oround LJ V,..1 _ 24 in. of uitable."d H Mound < 24 in. of suitable soil ❑ At -Grade L I single Fina=le Sand Fitter conastmeted wetly id Llrtessurixedi.-uroa.d [J h T.,k H Pat i:ate, IlAerhiic ❑ EIRecircuiatmgSindriber ❑ Rec.irmilAtingSynthefic Media Fier [11 .aching chb [j Drip line [I c pip [10dw (ea 4ajn)ZA--' A-10C FILTER V. Dis persal/Treatment Area Information_ 1-75'TRENCHES -1 2 CHAMBERS & 2- 1 CHAMBERS TOTAUK-) Design I-low (gpib Design Soil AMlicabon Rate(gpds Dispersal Area Required (sf) Disp—I Area PrupOWd (st) Sysl4jUcxatron 750 .7 1071 �95.89 >— Vt Tank Info Capacity in Total Number Mamdactura Prefab Sj6— --Steel Fiber Plastic Gallow (;DlkwL% of I inits Concrete Constructed Glass New &S�u TarA Tanks Septic fit i1oldizi lank X 1565 1 WIESER x Aerobic Treatment Unit 1)riiTT ohw her VII. Responsibility Statentent- 1, the mWerolAWassume resrisoubillity for hwhidlaition of the POWTS shown an the attached plans. Plumber's Name (Print) 0 = RS Number mminom 14wne Number TODD FEATHERSTONE ;11�� 40�242514 715-381-1704 Z. I Number's Address (Stmt, City, SiRtcerip Ctx .) P.O. BOX 467 HUDSON, WI 54016 VIM Coon partment Use Only ov Appro,,d U Disapproved Sanitary Permit Fee (incluxles Groundwater Doe Issued I g ing 0 Si gw&u-c (NeA x ) stamps) 0 Suraluge Fee) Given � 1 ❑ Ow. Gi Reason for Denial - 2 I A i IX. Conditions of ApprovaliReasons ifor Ihsapproval - 3 r;�V- SYSTEM OWNER: -J�� I Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ordinances mlacb mwk-k pLazz (to am County a*) Sw the 1 ( poss�Sc� T U e e F e o - 00 r i 4 �Q e� ;�N 45 lb �ossas�c T e � lb 4 t o° I � t d a r-. a �N y E WisokinsinDepedtfnentofCemmarce SOIL AND SITE E�i�ALUA — nON Page i of 3 Division of Safety and Buildings in accord with Comm 03,05, Wis. Adm. Code Environtner►tal By resign A, Attach complete site plan on paper not less than 8'/ x 11 inches in size. Plah must r " j , County include, but not limited to: vertical and horizontal reference point (BM), dire�tion and St. Croix percent slope, scale or dimensions, north arrow, and location and distance tg nearest road. 1 r Parcel I.D,# APPLICANT INFORMATION - Please print all information. D Rev r Q Peraa7al infomia&- you provide may be u-d fur secondary purr -- (Privacy L—, s. 15.04 (i) (m)) 3 Cj Property Owner Properlttica 1 t Continental Development GM. Lot NW 114 SE 1/4 S 24 T 28 N,R 20 W Property Owner's Mailing Address Lot #" _ Block # Subd. Name or CSM# 12301 Central Avenue NE Suite 230 118 1 .. _. Troy Burne VHlage City State Zip Code PhoneNumber E] City E] Village ®Town Nearest Road Mituieap TV1N 55434 612- 757 -7568 Troy j Lindsay Road New Construction Use: I N Residential / Number of bedrooms 4 nAddition to existing building Replacement F] Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate •7 bed, gpd/fts .8 trench, gpdffls Absorption area required 857 bed, ftz 750 trench, ft Maximum design loading rate •7 bed, gpd/fF .8 tr ench, gpd/ft Recommended inflitrabon surface elevation(s) 101 ft (as referred to site plan benchmar Additional design / site consideration 1, 2, 3 t' Parent material LOESS OVER OUTWASH SAND Flood lain elevation, ff applicable ft ble for system Conventional Mound In Ground Pressure AT Grade System in FBI Holding Tank uitable for system M S❑ U ® S❑ u I ®s ❑ u 1® S❑ u ❑ S® U ❑ 8® u SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPDlfts Bing# Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistenc Boundary Roots ;Trans, 1 0 -18 10yr4 /4 - sil 2msbk mfr ew 2f .5 .6 2 18 -50 10yr2 /1 - sil 2msbk mfr c vv if .5 .6 -- Ground 3 50 -125 7.5yr5/4 - s Osg .7 .8 elev 105M ft -� Depth to limiting factor >125 Remarks: 2 1 0 -14 1Oyr312 - sl 2msbk mvfr cw 2f .5 .6 2 1448. 7.5yr4/4 - s Osg ml cw - .7 .8 Ground 3 48 -110 10yr2 /2 - is Osg ml - - . . 8 elev 102.89 It Depth to limiting factor >110 Remarks: CST Name (Please Print) Signature: O Telephone No. Thomas C. Nelson " 715- 246 -2454 Address EnvirOmnental BY Design Date CST Number Ref # 1432 120th Street, New Ricbmond, W1 54017 2/17/99 227387 99 PROPMTY OWNER: continental Deveiopment. S OIL DESCRIPTION REPORT I ss I Page 2 of 3 PARCEL I.D.# Environmental By Desi Depth Dominant Color Mottles Structure GRD,`g= Horizon in Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. �o nsislenc � Boundary Roots Bed Trench 3 1 0-6 10yr3/3 - sl 2msbk mvfr cvv 2f 5 i 6 2 6 -94 7.5yr4/6 - s Osg ml - - .7 i .8 Ground elev 105.14 ft Depth to limiting factor >94 Remarks: 4 1 0-7 10yr3/3 - sl 2msbk mvfr cw 2f .5 .b 2 7 -96 7.5 }z4!6 - s Osg ml - - 7 8 Ground elev 100.39 ft Depth to limiting factor >96 I I Remarks: 5 „ 1 0 -24 10yr2 /2 - A 2msbk mvfr cw 2f .5 .6 2 24 -90 7.5yr4/6 - s Osg ml - - .7 ? .8 Ground elev 98.84 ft Depth to limiting factor >90 Remarks: Ground elev Depth to limiting factor Remarks: INViROMAENTAL Y 0[5i4A 1432120"' STREET NEW RICHMOND, WISCONSIN (715) 246-2454 TROY BURNE VILLAGE —Lot n4a1 NWY4 SE 'ii; SECTION 24 "T 28 N, R 20 W Troy'Towoship, St: Croix County, Wisconsin Pfte3 b �� 39 $L 1 V ?r ► SyS�e�. c.r G e, 4 (D I SCALE 1" —40 Thomas C. Nelson BM I. Top of iron pipe SE lot corner KLEV 100' Certified Soil Testier #227387 BM 2. Top of iron pipe NE lot corner VLEV 100.69 i r SYSTEM CROSS SECTIONS TROY DEVELOPMENT - LOT 118 MAN HOLE INSPECTION PIPE GRADE 1 <- ZABEL FILTER 1565 � 2 @69' -1 @75' GALLONS � .._........ .- SYSTEM ELEV. 95.89 I 75' TRENCH - 12 BI o O O 69' TRENCH - 11 BIO DEFUSER CHAMBERS FUSER CHAMBERS - 1 BIO D 69 TRENCH 1 DE FUSER #t 040 - 1258 -60 -000 NW 1 /4 SE +/ Z4 - -T 28 N,R 2hE LOT 118 BL_ SUB BURNE C WT TROY MPRSW 242514 11/24/2883 17:18 6514393417 AMER CLASSIC HOMES PAGE 01/01 i I ` I I i i II i i F t : F x RT � a � i Ze 33bd D�lA /1 ns QNbrlH.LboN SiLT64LSlL LZ :Z9 E006 /96/11 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 1 of 2 FILE INFORMATION SYSTEM SPECIFICATIONS Owner TROY DEVELOPMENT CORP.. Septic Tank Capacity al ❑ NA Permit # 4 0 Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufactur ❑ NA Number of Bedrooms 5 ❑ NA Effluent Filter Model Al ❑ NA Number of Public Facility Units A Pump Tank Capacity a l ❑ NA Estimated flow (average) 750 g al/day Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) 1125 gal/day Pump Manufacturer ❑ NA Soil Application Rate . 5 gal/day/ft 2 Pump Model ❑ NA Star4WO Influent /Effluent Quality Monthly average" Pretreatment Unit Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand IBODj 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BODd <30 mg /L 6 In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) 510" cfu /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: 2Q4A Other: ONA Other: 4ZT NA "Values typical for domestic wastewater and septic tank effluent. Other: A�'NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tanks) At least once every: ont (s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA years) Clean effluent filter At least once eve ❑ month(s) ❑ NA every: 51:�year(s) Insp pump, every: ❑ month(s) ❑ NA Ins p p, pump controls & alarm At least once eve ❑ year(s) Flush laterals and pressure test At least once every: ❑ m ❑ yearls) 1 [3 NA lsl Other: At least once every: ❑ month(s) KNA ❑ year(s) Other: GRLNA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tanks) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground 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 -third (Y 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 servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. i A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4 /01) f -- Page 2 of 2 START UP AN D OPERATION For new construction, prior to use of the POWTS check treatment tanks) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions 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 celf(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of r effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Opera p rior to restoring power to the e pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to p 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 area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall 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 filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a fast resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the f such systems must comply infiltrative surface. Reconstructions o Y P Y with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name 6 Name FEATH RST ONE INC Phone 7l _ 7pr (� Phone 715- 381 -1704 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name PINKY'S Name ST. CROIX CO UNTY Phone 651 - 436 -5788 Phone 715 -3 This document was drafted in compliance with chapter Comm 83.22(2)(b)0)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. 11/24/2003 12:45 6514393417 AMER CLASSIC HOMES PAGE 01101 MOV -23 -2003 23 "TINENTHL DVLP CORP 763 757 2532 P,01 /01 ST C3t(ffx CDUN'1"3i' SEPP TAIL, MAn1"WiA = AGR�T AIWA ()VIMRSW C=TIF1C& FORM 'i Owndasuyet O f fi r fY t # F IYl / V y �� Q (Ve nfiextion requ* pW D for new 0060MW �7 g Farad Ide�ntiScation Numbe r D ' 0 ' x aatx�� DESCR QN ply Locatiou �•, _ V4, S= _ , . T M N- R2--W. TOWU of Lot # I u ti�ieed Stt�► Map # , r Ww"Rty Deed # �_. 4 Volume � Fase # Spo honse Yw p Ro l At limes identii'Lmble yes ❑ nO ase and Poor ae systemc�d iresadelm, its pa+emature faii�a+eto ltsadkwxsbES. PcaperaaAais�oe ouch of P mXftg out iire septic tank &M years ar soouM if =0&d lay x Uawsed pumper. W W Yw Put ldo t0 cam eaFGaex the fun@G= of the setia ees s lxerahneat etas pa $ao .mate disPocal SY- The pa+opedy *wow so I to St. Zonfg � m �, by t o v'u'rw and by a �Pl=*w4 joomeywanpiamber, plv�erar a Ue eaosedpaasl+ex vedlyhS t' & (L) &e ooa�ite � is iat pocvprx exaadiliem and/av ) after mspectieaa and vtw ft ( a0vaNcy), ft sepoo task is less $Hatt 113 Gail -of siadr— IMF, amdraa ed lave Bead tine 00" tmd agee do bs ft pdvato sewage disposal sya e m with the �d4 b�. is satby vep of Cooa�oe:amd ft D afZ�� R Styete a[ Wisoan *K O ib &d yaor se systom bas Manna �eai U!md, � be � and i d to the 8L twat C?MOY 7 30 4* of tbe; tfmae year ea pima= date. DATE Si�Cn+iA't'Il�a OF AP'�.XCAN'i ' I are andf y &a an shwaNeWs on dais Wm are ttne to Bu best -DOM (am) taroalledg I (we) (ut) ( 3 lira pseapearll► *mrftmd M*v% by of a W=wjly dwd genet" is RabW of Doe& OWor. � -r �, 1t o3 SliG9+T T= OF A"LWAI+flW DATE it �* a►t+e+rs Ay iteibmn m teat is �md may rcsdt in the sanany pemd being wmind by On Zaaaiag D%MWANL + lRdade wo am #pplityeu= a s�emped waaaaq flood fim *a g't W *f heeds a ffim a v6py of ft oatifled =mwy rop if r Rfl k anaa is made is ffie wartamy decd i j TOTAL P.01 VOL 1416 PA64 M STATE BAR OF WISCONSIN FORM 1 — 1982 Er007�4 WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI DOCUMENT NO. - RECEIVED FOR RECORD i This Deed, made between 04-06 -1999 10:15 AN John J. R1emrlRle and Barbara A. Rue a e, his wife, and VARRAIM DEED D . Ruame a and Nell L. Ruemmele, his wi e, EXEMPT 1 17 CERT COP Grantor,_ �' COPY and. TROIIM -FEE:- Troy Development Corporation RECORDIRO FEE: 12.00 PROES: 2 Grantee, Witnesseth, That the said Grantor, for a valuable conAdlnariott conveys to Grantee the following described real estate in St. Croix THIS SPACE RESERVED FOR RECORDING DATA S P _ - County State of Wisconsin: ',:NAME AND RETURN ADDRESS & Cari, S.C. 125 Ih son, WI 54016 See Attached Fxhibit "A" PARCEL IDENTIFICATION NUMBER .I !i ii i i t� This Deed is given in partial satisfaction of a certain Land Contract dated May 20, 1997, and recorded on !� May 27, 1997, in Volume 1241, Page 331 -332, as Document Number 559970, as amended by A men d men t dated January 12, This is not homestead property. 1999, and recorded January 14, 1999, in Volume 1395, Page 458,,; 6W (is not) as Document Number 595728. Together with all and singular the hereditaments and appurtenances thereunto belonging; !I And Grantor warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easatents, covenants, restrictions of record and any liens or Ehetmbrances created by act or default of Grantee, its successors and assigns. and will warrant and defend the same. Dated this 12 day of January ,19 99 �. (SEAL) (SEAL) Jobn Ruemlele y�J. R�t!rJmlele (SEAL) it (SEAL) Barbara A. Ruemlele • Nell L. Rueimlele u AUTHENTICATION ACKNOWLEDGMENT Signature(,) John J. Rttemtele and Barbara A. State of Wisconsin, Ruermele, his wife, and Thomas J. R straele ss. his wife. County authenticate ay of Jaratan7 ' 19 99 Personally came before me this day of 19_, the above named L Sattuel R TITLE S BAR OF WISCONSIN (If not, 7 9 authorized by 1706.06, Wis. Stats.) to me known to be the person who executed the foregoing I� instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Heytiriod & Cari, S.C., Box 125 il IWson, 141 54016 a Coun Wis. Notary Public, (Signatures may be authenticated or acknowledged. Both are not My commission is permanent. (If not, state expiration date. 19 ) .j necessary) Names of persons signing in any capacity should by typed or printed below their stgnatures STATE BAR OF WISCONSIN Wisconsin Legal Blank CO Inc WARRANTY DEED Form No. 1 - 1982 Milwaukee. Wis. ., I I . VOL 14 ' 1 4 PArf 44 EXHIBIT A A parcel of land located in the SE 1/4 of Section 24, T28N, R20W, Town of Troy, St. Croix County, Wisconsin, being part of Outlot 9 of the Plat of Troy Village, described as follows: Commencing at the S 1/4 corner of said Section 24; thence N00 °05'12 "W (Assumed bearings referenced to the North -South 1/4 Section We of said Section 24 which bears N00 °05'12 "W) 980.10' along said North -South 1/4 Section line to the point of beginning; thence N00 °05'12 "W 1546.19' along said North -South 1/4 Section line; thence S89 0 00'29 "E 807.58; thence S47 °00'00 "E 197.66; thence S28 °00'00 "E 66.00; thence N62 °00'00 "E 106.61; thence S49 °00'00 "E 211.15% thence S41 °00'00 "W 107.74; thence S49 0 00'00"E 240.00; thence N41 °00'00 "E 39.70; thence S49 0 00'00 "E 66.00; thence S41 °00'00 "W 36.65; thence S02 0 23'31 "W 610.84; thence S13 °04'23 "W 345.16; thence S43 °4325 "W 157.50; thence N74 0 00'00 "W 362.92; thence Southwesterly 40.09' along a 367.00' radius curve concave Southeasterly whose chord bears S 15 °31'34 "W 40.07; thence N77 "36'12 "W 66.00' thence N88 0 57'16 "W 760.06' to the point of beginning. This parcel contains 45.726 acres, more or less, being 1,991,830 square feet, more or less. Subject to easements of record. Grantors hereby Release and all - interest in the roadway Easement described as follows: A roadway easement 66' in width, located in the SW 1/4 of the SE 1/4 of Section 24, T28N, R20W, Town of Troy, St. Croix County, Wisconsin, being part of the roadway easement shown on the Certified Survey Map, Volume 2, Page 561, Document No. 347000, described as follows: Commencing at the South 1/4 comer of said Section 24; thence N00 °05'12 "W (assumed bearings referenced to the North -South 1/4 section line of said Section 24 which bears N00 °05'12 "W) 980.10' along said North -South 1/4 section line; thence S88 °57'16 "E 811.04'to the point of beginning; thence NO3 °51'06 "W 16.88; thence N04 °56'00 "E 110.02; thence N85 °52'59 "E 66.40; thence SO4 °54'59 "W 115.42'; thence S03 °56'37 "E 240.44'; thence S86 °08'58 "W 66.00; thence NO3 0 51 1 06 11 W 228.59' to the point of beginning. I `3 , 53 1 10 IM ACKS w ! ' 2.760 ACRE S a Im.223 sr, 4p I to at, sr J A , r 95 �. x ' 43.742 1A32 'Acmts } s 71 .08 3 lr —S r " r � T f Y V Or WON ------ ------- --- - - -- -- --------------------------------------------------------------- ----- - - - - -- � l ♦ it ♦ i RTA I 1432 120`" STRF, FT 'N1 KIC'HMOND, WISCONSIN (71 5) 246 -245=4 VILLAGE -- Lot #118 �t ;C.lJ N 24 t 28 N, R 20 w I , -.. mship, St, Croix County, ` Viscovsin Page 3 VI SCALE 1" =40 Thomas C. Nelson BM 1. Top of iron pipe SE lot corner ELEV 100' Certified Soil Tester 227387 BM 2. Top of iron pipe NE lot corner ELEV 100.69' I o M r d o d r T n c CD CD 3 m (D to Q U) T. z z n N O m O W A A `C • A W '•}' CD =3 W � O p N N Cl Q 3 O 7 W co N CD CD •° O v O O ° o c c° 3 w O �r 3 a o a N00 o p O ° o p ° c1 z D a ° CD y w a o 2 3 W ° 0 N C' 7 o a N N W O O O r N O C 41 W a � O O O �• o „ _ `z ° w i aQ w N ° o a T O O c o D a � � CD N w � 3 � W (�L CD D O a (.n o .. A D Z a .. °_ a N ° z Do z " _L. -h D ° O O !V m m P O N 0. 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