Loading...
HomeMy WebLinkAbout032-2150-40-000 0~ 360 d v1 0 6) o ~ B N@ 0 M Z 0 0 C ? N w • 3 o c 3 N P-4 ~~~lll CD CA -4 1 K) co CL CL (D m N N a N H O l 1 0 0-V 0 m m 0 0 0, 0 (O m m O C, TO (a (a 7 N W, O l\ m z D a a~ (a D a a o C c a _W CD N Q O `O m O (D OD Of G) i~a o m C O m o r C ~r ww w N t a' N 3 Q o o N w (n N s 3 co co to a m O N to m < 3 m m m m y zaoz~ O D o p p cn N Co W• ;o m m m C ~ N m CD fO z m a U) D o ;a 0 V1 C J a Q I (n - N Go M CD m G< z p r: cn y z 2 ~ A W Q O N C o a y I C I ~ I b I ~ I ~ w I ti 0 0 ti o b Vi O o g a °o a Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420797 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes IPrivacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Grand Properties L.P. Somerset Township 032-2150-40-000 CST BM Elev: Insp. BM Elev: BM Descrip~n: Section/Town/Range/Map No: 8 r~ 1 1 be' ` f~' ~S l g t't -1~ ( 02.31.19.1310 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic '4 mo Benchmark We ~ tc> / o 00 ? S /~7• /vv.c> Dosing Alt M IIA of Ikn all fi/o•8J ' gr Aeration Bldg. Sewer q.s f doWN S. (~8 /os. 13 Holding St/Ht Inlet SC c(p Lc~.~ lo.o$ 8/ /a.77 ~LV.73 Jfi.G St/Ht Outlet ANK SETBACK INFORMATION VS TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt~ilet Septic ~ _ _ , Z6 r 46t Z14' Dt ottom Dosing Header/Man. (iZ•bs q , Aeration Dist. Pipe fop c-6 c1LO, r2.~+` Bot. System I /3•GS S Z 42.45 PUMP/SIPHON INFORMATION Final Grade 5~. 1 Manufacturer Demand St Cover _ GPM ( (G S 14- f 03• Model Number r r/S-z V-:5 TDH Lift Friction Los SYstem Head ITD Ft orcemain Length Dia. Dist. to SOIL ABSORPTION SYSTEM BEDITRENCH Width I Length / No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Die. Liquid Depth DIMENSIONS 3 SETBACK SYSTEM TO C' P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: c1 INFORMATION Type Of System: HAMBER ~7 : o a ~+tt Model Number: C~h VRfr ~huS~ S4d . DISTRIBUTION SYSTEM Heade Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake 9 Pipe(s)~Z _ 11yw g , -F s Z C' h Len th Dia Length Die S acin "T SOIL COVER x Pressur Systems Only xx Mound Or At-Grade Systems Only Depth Over t Depth Over xx Depth o T7 odded xx Mulched Bed/Trench Center ..f- Bed/Trench Edges Topsoil Yes No *II Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 4 //~~7IS to-1 Inspection #2: ! ! Location: 623 232nd Ave Somerset, WI 54025 (SW 1/4 SW 1/4 2 T31N R19W) Grandview Estates Lot 4 Parcel No: 02.31.19.1310 1.) Alt BM Description = 1 D P 2.) Bldg sewer length = ;1,5' - amount of cover = g 18" ~n s R L Pt'` P~ - - - - - - - Plan revision Required? ;Yes i /N o I ~j ~ - - - - - - ` ~ /_J Use other side for additional information. _1_1_L- SBD-6710 (R.3/97) Date Insepctor's Signa re Cert. No. Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 ST. C~0 k * sonsin Madison, WI 53707-7162 Site Address Department Sanitary Permit App ca ` Sanitary Permit - In accord with Comm 83.21. Wis. Adm. Code, persona. information you provide ❑ Check if Revision may be used for secondary purposes Privacy w, s15 U m 1( ? I. Application Information - Please Print All Information State Plan I.D. Number x Property Owner's Name ZONING OFFICE Parcel Number GP- A)Pj P~o~ER. s L P a,?b? - 8156 - yo - Do Property Owner's Mailing Address Property Location 712- r\ I ll g ST. -5u /T,E /00 Sly -A 5k) S a? T31 N, R A9 i City, State Zip Code Phone Number Lot N)yn4er Block Number Subdivision Name C CSM Number C3iATtS 5oni F-e5c % WE S`/C4 71S-,2 c'/ 7 - s oc) 6,e1wov16tj H. Type of Building (check all that apply) S 5 ❑City ® 1 or 2 Family Dwelling - Number of Bedrooms 3 3 r ❑Village ❑ Public/Commercial - Describe Use 1u ' - ®Township cw i e e-- ❑ State Owned ~raryt~«x+ L .-K A_o+M • Nearest Road 4vj=- III. Type of Permit: ( eck only one box on line A (numbering scheme for internal use). Complete line B if applicable) A For County use 1 ® New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to system Tank Only Existing System Permit Number Date Issued B. ❑ Check if Sanitary Permit Previously Issued N. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 10 Non -Pressurized In-Ground 2111 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 2211 Pressurized In-Ground 4111 Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At-Grade 46 ❑ Aerobic Treatment nit 49 ❑ Recirculating 30 ❑ ther V. D' ersaw Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area oil Application Percolation Rate sum Elevation Final Grade Required Proposed Rate(Gals./Days/Sq.Ft.) (Min./Inch) ^ Elevation ~O , 6 ` 61-13 653 .7 q y, S q VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks W` Z Abe I /00 Concrete Constructed Glass New Existing F=FLF /LTC Lt ,J Tanks Tanks Septic or Holding Tank /000 /OO ' t S C Q X Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu'iMP/MPRS Number Business Phone Number T4Dt 1 ScHmilT 2.;-P 376 0 7/S-Syy-(~6S/ Plumber's Address (Street, City, State, Z' ode) 6/b /soT,v ~vt ~'o lcrs~T Gt/1 5~1D,ZS VIII. Count /De artment Use Only Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Approved ❑ Disapproved Surcharge Fee) ❑ Owner Given Initial Adverse Determination L-.C ~4 J EK. Conditions of Approval/Reasons for Disapproval N' T't~`t't'lrt /(~~y""~p~vp~ ..l'~'~ ~~f~Q.~,1Y~~-~2.0d~~+ O~IU►-~ ~•4-~t~f~. 9..1 V,~,n'~,'~^.,.~ ch complete to a County only) for the system on paper not less than 81/2 x 11 Inches In size ~t a~-~ b.- ,nn . SBD-6398 (R. 05101) C~ANdv~Eu~ ,Es,~-DES ~Y n 14 Pvc I msPccriow--~! - ApPeo~r,marE - - - - - wF~r Dw 6KApc 48.00 14PPeox,.n iLrE 96 ,a04 6emE 3i5 3.~ i $a AL? - - _ am i j -3'X6~.3~ g,on,rfuSoQ 63 v IV- LloP-c or 98 10 0 610 SCPc Lc Q3lbo yy~ v)p ♦ SrA --roP o~ Z" Pvt PrPE 't[. doa"'"` a AcT. Bm To P of Z'` AV t 1P ,P6 Ec. = 9f, 6a IOOO GAS S.%. ~ BARE N'OCES W/ ZK}8EL ~}-/00 fRoPteTY Lou C~ 2 ~+rv n P~ o aE Qr i Es L. P, - ~ _ Rioj+eD SST. S_U ETC >00 /BOTH _Ave._ - _ Somees W T _~SYDa2 S - S't~n~Er sE%, - w 5 ~10~s y'' puc 1~1sQccTio~l-~► APM-x m,rE NENr PioK _ rwkAnc 18.00 A~PP4pX~~nar~ 96.00 6e.4d6 _ 3.s - EL. °?3d Avg R ~ - 3'x ~c~3.31 , B,o D,rFuso v _ f V- SLOPE 4y _ IV_ a Ala 98 ~Ao _ _ _ _ ~ g Re Pax w 5CA Le 1/0 ♦ SIA '-7c) or. Z-" PVC Pips: 'Ei. /oc.pc ~ ♦ AL% 8/11 TO P OF Z" PVC P,PE 619f. 6 _ /~b0 Gp~ SST. fRovt~Ty LINE A:w t4 P _A rv 0 F)f QT I ES P, A41" ' _7~)JFQb X00'' ~p /~p ~J_DTH ~UE• '~omE~s~'i 1!V r 6SY~ai.S S~n~tKSE W' ~ 5-`~~~J 1040 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less tha hinche i . Plan must County St. Croix include, but not limited to: vertical and horiz r erient.epoint (BM), ction and percent slope, scale or dimemsions, no rtq , ovation and dista6661Q nearest road. Parcel I.D. All Please pri a nform Re iewed By Date Personal information you provide may O for seco L s 1('rivacy LaW, s.15:44 (1) (m)). 2~►a^^ I Property Owner F~;l 0nj 'Property Location M & G Inc MAY 2 Govt. Lot na SW 1/4 SW 1/4 S 2 T 31 N R 19 W 11- Property Owner's Mailing Address S N-,/ Lpt; # Block # Subd. Name or CSM# 1359 Awatukee Trail CA OfFK E 14 na Grandview Estates City State ode, one Number I City _J Village W1 Town Nearest Road Hudson I WI 54\016' `7:15-549-59 Somerset Cty.Rd. e/ New Construction Use: Vj Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ~I Replacement Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na General comments and recommendations: Suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area I, step trenches, (high trench) 94.5 (low trench) 92.7. Based on 15% slope. Boring # J Boring tel Pit Ground Surface elev. 98.00 ft. Depth to limiting factor >101 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-7 10yr3/3 none L 2mgr mfr cs 1f .5 .8 2 7-18 1Oyr3/4 none L 2msbk mfr gw 1f .5 .8 3 18-32 1Oyr4/4 none L 2msbk mfr gw .5 .8 4 32-47 7.5yr4/4 none LS Osg ml cs .7 1.2 5 47-101 10yr514 none MS Osg ml .7 1.2 4'`{ Sa/ ~L FYI Boring # Boring L/f Pit Ground Surface elev. 98.00 ft. Depth to limiting factor >100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 1Oyr4/4 none SL 2mgr mfr cs 1f .5 .9 2 4-9 1Oyr4/6 none L Osg ml gw 3, 9-100 1Oyr5/4 none MS Osg ml .7 1.2 L * Effluent #1 - - BODS> 30 G _ 220 mg/L and TSS >30 G 150 mg/L * Effluent #2 c BODS S30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt ~ca~ . 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valle View Trail, Somerset, WI 54025 5/18/01 715-549-6651 i Property Owner M & G Inc Parcel ID # Page 2 of 3 a Boring # Boring ✓J Pit Ground Surface elev. 93.36 ft. Depth to limiting factor >100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/2 none SL 2mgr mfr Cs 1f .5 .9 2 8-15 10ye3/4 none L 2mfsbk mfr gw 1f .5 .8 3 15-29 10yr4/4 none SiL 2msbk mfr gw .5 .8 4 29-39 10yr4/6 none LS 1 msbk mvfr Cw .7 1.2 5 39-100 10yr5/4 none MS Osg ml .7 1.2 ❑ Boring # Boring ~J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # J Boring _f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_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 1 C 1 - TTV AnQ_7AA_Q'7'7'7 I ~ i )a4 i i T 00 Ali { p i i I l ! I i ~I ~ I I WD I ~ I I I ~ ~ I I f I II I li i ' _ Il Vzd 1,00 1~ S ~3 y W AA Ttt 2 ! Pa.i _ eS / lW _ do? /I y GJL SY~~6 _ l _ Y S1 5J 5.2 fir~gw i _ _ _ _ ; i I - i ~ i - _ ~ _ 1 + ~ ~ i I _ III i_____I _ ~ i ~ jt ~ r ~ r I i i f I I ~ ~ ~ f i i - t - ~ ~ ~ i _ ~ i ' f ' f-- ~ _ f 1 I ~ ~ f - ~ ~ ~ I I t _---i _ i ' ~ i ~ I i I i < i ~ i i - i , i- _ , ~ ¢ j _ i. - I I i ~ I ~ ~ i 1~... ~ _ ~ -4 r r ~ i ~ i I i ~ , ~ ~ PO S OWNER'$ MANUAL & MANAGEMENT PLAN Page ~ of Z . FILE INFORMATION SYSTEM SPECIFICATIONS ❑ NA 1000 a Owner Grand Properties L.P Septic Tank Capacity I NA Permit # ~ Septic Tank Manufacturer Week's C . P . ❑ Effluent Filter Manufacturer Zabel ❑ NA DESIGN PARAMETERS Number of Bedrooms 3 ❑ NA Effluent Filter Model A-100 ❑ NA Number of Public Facility Units IR NA Pump Tank Capacity al ® NA Estimated flow (average) 300 gal/day Pump Tank Manufacturer ■ N'A Design flow (peak), (Estimated x 1.5) al/day Pump Manufacturer ® NA 490 g Soil Application Rate 0.7 al/da /ft~ Pump Model N NA Standard Influent/Effluent Quality Monthly average" Pretreatment Unit ® NA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BODd 5220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland Disinfection Other: ' Total Suspended Solids (TSS) 5150 mg/L ❑ Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand ( BODsI 530 m91L M In-Ground (gravity) 'O 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 Ya in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA Other. ❑ NA "Values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE Service Event Service Frequency ❑ month(s) (Maximum 3 years) ❑ NA Inspect condition of tank(s) At least once every: 3 ® ear(s) When combined sludge and scum equals one-third (Y3) of tank volume ❑ NA Pump out contents of tank(s) ❑ month(s) (Maximum 3 years) ❑ NA Inspect dispersal cell(s) At least oncaevery: 3 ®year(s) ❑ month(s) ❑ NA Clean effluent filter At least once every: _ 11 year(s) ❑ month(s) d NA Inspect pump, pump controls & alarm At least once every: ❑ year(s) ' O month(s) NA r; Flush laterals and pressure test At least once every: ❑ year(s) Other: ❑ month(s) 13 NA At least once every: ❑ year(s) Other: ❑ NA . ~aa MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certiflcatlons Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank;; inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or less, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surfac ponding The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any surface. The Ponding of effluent on the ground surface may indicate a failing condition and requires the on the round of effluent 9 r immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y3) 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 11v3;~ 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. 3q A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. _V ~r Pags _2~of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tanklsl for the presence of painting products or otherch that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the oontents of the tank(s) removed by a septage servicing operator prior to use. ?tK 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. w discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may'result in the backup or surface.disdilatpe effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator' ptiorto'~ power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump con ,i restore normal levels within the pump tank. r.% Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, he within 15 feet down slope of any mound or at-grade soil absorption area. °Y Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the_Ufe~O' POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medicat)ona;.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 I ~ i properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: r. • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. Y10 • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. `f • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled,'. soil, gravel or another inert solid material. r CONTINGENCY PLAN .Y• If the POWTS fails and cannot be repaired the following measures have been, or-must be taken, to provide a code comp replacement system: ■ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soils system. The replacement area should be protected from disturbance and compaction and should not be infringed u required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems comply with theeles in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances utPO technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a.soilsa[►d evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holdin 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 big,' at infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO Q ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. t ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name John Schmitt Name Owners choice ,~k 3 } Phone Phon(715)-549-6651 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Owners choice Name St.* Croix Ct `Zoni Phone ti 3 Phone (715)- .386-4680` This document was drafted In compliance with chapter Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) A.13), Wisconsin AdmWWatlve' J. VOL 1640PAGE STATE BAR OF WISCONSIN) FORM 2 - 1999 6457 9 KATHLEEN H. WAI.SH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Harold J. Schachtner and Margar J. RECEIVED FOR RECORD S chachtner, husband and wife, 05-16-2001 10:40 AM — - - - WARRANTY DEED Grantor, and Grand Propert LP EXEMPT # CERT , EXEMPT COPY FEE: COPY FEE: ' TRANSFER FEE: 825.00 �- - - RECORDING FEE: 10.00 P Grantee. AGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area W 1/2 of SW 1/4 of Section 2 -31 -19 EXCEPT Lots 1, 2, 3 and 4 of Certified Name and Return Add Zvt. Survey Map filed November 6, 1985, in Volume 6, Page 1607, and --TA, EXCEPT El/2 of NE l/4 of SW I/4 of S W I /4, and EXCEPT E I/2 of SE 1/4 of N W 1/4 of S W 1/4 thereof. ��- rte �►�-' VS C.C.irZA , W � Jtl vim- v P t 032-1005-20- 100 & 032 - 1 -30 -500 _ Parcel Identification Number (PIN) This _ i not _ homestead property. - 04) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. r Dated this } day of May 2001 f L.-£ t. a�-e : ' * Harold J. Scha to -- ---- - -- - -- * Marg. t J. Sch tne AUTHENTICATION ACKNOWLEDGMENT Signature(s) Harold J. Schachtner and Margaret J. Schachtner, STATE OF WISCONSIN ) husband and wife, ) ss. County ) authenticated this day of May 2001 Personally came before me this day of _� .. _,..._ _• _ _• __ _, , , the above named *Kristina Ogland -- - -- - TITLE: MEMBER STATE BAR OF WISCONSIN -- - -- (If not, to me known to be the person(s) who executed the foregoing - instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Atto Kristina Oglan Notary Public, State of Wisconsin Hudson W 54016 _ _ My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) __ •) * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals company. Fond d� Lac. wi STATE BAR OF WISCONSIN e00- 655 -2021 �;'ARRANTY DEED FORM No. 2- 1999 li ...._,. GRANDVIEW ES TA TES LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER AND THE NORTHWEST QUARTER OF THE SOUTHWEST k: Y QUARTER ALL IN SEC710N 2, TOWNSHIP 31 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST CROIX COUNTY, WISCONSIN. i rw «s•Y « I I UNPLATTED LANDS _______ , 1 ,. ,, ....________________ S89T13'3,'E 1320.96' c sr L ww v la:pSl� m«n � �N � i xad -- rA�.A'___._ .I �6t LOTS 1 0 I E 14$117 sa n. 3� M��.• ,�y�� I 1!7 AO1L3 Lore LOT 7 p • ..•um In .�..,w r.� I �` p .•• w« rs;lpr s9 rr b im Aa • Mr'ar�MM+Ww I i 1J7 AUKS p f•M 1' M rM Ni I y � y � W '• y 1 i R ............. yrrwr frw W (wV n.,, A6A M .•d ( ZZ I S i 5 1 n' as wrr) `i 1 +y •wprr- ..__.___. nrr«w prry _ Urr•« r1'ra Ji I . raw °1 I f <; i IJRMtl Sq ?. •• ... ,• ...................... ... .... ....... ... ....... . x I 1 a; I + �• e I l -- i - - -- • . ,- 7 _.., •a,r I ?� L O T a L O� IJA6A6 m 1w AOKS P �' 0: LOT @ I i / / sse rrr -sras i ; k y haws sa 6e i` i I <; ay as AOKS L O T B h I �. { w w " rltr•o 1a rr. S b °� I � � r r•II rr[ -srap gs LOT X R r ; l � rlrrar su t7 ' b S 1 s �. i 1prApK1 t s Y uji, 1 �' / • .' ' i, '� j •' �s { allAOKS a I; : ; LOT A ... ............. , ulmm n A ..f_ ,'• • ,• r1 < ©/ f ^ � 232?o!Arter.— it -�-�— , _ ___�_. o {.._.._.._.;,.._..- .._.._.._ _. LOTt7 il l ' # - --- >` u Q ......... '° raw o leis I { ` r O 4S?AMN F e t €ssi HOC #G ; ?JAM crr 1a Aars ♦. ` ` •;. .... 3 al f • „ �+� I D , ®�- ` ' - ............... Qz 1 j iy- -�_ �-4u..•- s o. 1 I •.......... . ..... i b I L. Lorw orn c 5 °• g �! ; " >r ' -►aRr r1Awr S4L f,' a O T ft t �gtt� i ij 1 I 1 rr AOKS MAar m rr. iii �j i Y re rrnra,r �' 174 ' I r svr tarsaw Aww rp ax«r yvs r6sr Mt Ai 6•)O slxrr .a•r rrr o• mr.�e arwe +..- wu.r [ .wr ror L R_ T C 2L_1 E R T I F I E Q 5 4_R V, €_Y „M - A P v O,L U M ,f,_,,,6 CURVE DATA aAnF lows Alrc ona orolro r r n. uep man• aaw ro6ww fsm: anrpr •prwrn au oorAO al, for v w•r � uwnr onare[ •61m. o.n.r rr r• c ""� SHEET I OF 2 SHEETS