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Home My WebLink About026-1130-08-000 wisoonsin f)"nment of commerce PRIVATE SEWAGE SYSTEM ��y and � Division County: INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary PermitNo.: Personal in(orri ation you prvvice may be used for secondary purposes (Privacy taw. s. i s.0a (1)( 395102 Permit Holder's Name: City Vi I e Town of: State Plan 10 No.: Pri e, Margaret Richmond Township CST SM Elev.; Insp. 8M Elev.: SM Description: Parcel Tax No.: 1,00 U U e 26- 1130 -08 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic I Benchmark d Dosing k1 l. BM 2 (f Ae Bldg. Sewer D H ding St Ht Inlet Q 8D TANK SETBACK INFORMATION TANKTO P/L WELL BLDG. veinto ROAD Air Intake Septic 7�0 �D NA Dt Bottom Z, zo Dosing (� tit" NA Header /Man. 3 A NA Dist. Pipe 0 O ��- 3� Holdi Bot. System PUMP /SIPHON INFORMATION 3 SP, b Final Grade Manufacturer Demand t over / Model Number O 30 GPM TOH Lift2 0 Frictio System TDH23 t Loss Fi ad Forcemain Length Dia. Z // Dist. To Well SOIL ABSORPTION SYSTEM /S'_ BED / EN Width Length No. Of Trenches PIT No. Of Pits inside Dia. Liquid Deptt (ME Z- OIMEN I N SYSTEM TO , P / L BLDG WELL LAKE/STREAM L CHINE F er: SETBACK INFORMATION Type / HA er: System: �p— DISTRIBUTION SYSTEM Header / Man fold f Distribution Pipe( s) r x Hole Size x Hole Spacing Vent To Air tak Length Dia. Length / 3 • � J Dia. Q� Spacing �! / 7 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 I CO Yes Q No ❑ Yes Q No COMMENTS: (Include code discrepancies, persons presen l1mgiOction #1: / 9 /U Inspection #2: / Location: 1387141st Street, New Richmond, WI 54017 (NW 1/4 NW 1/4 25 T30N R18W) - 253018868 Red Pine Corner -Lot 8 rr nn �\ w d( 1.) Alt BM Description = ` o� ` Aa r_ J 2.) Bldg sewer length= 10 !w od - �; • �� C m� ��G�tr �y 46,, J` f /� Y - amount of cover = -7 h@ ,Rrecw�0' 4d,�,* s P� p Plan revision required? �] Yes No Use other side for additional inform tion. V a SOD-6710 (R.3/97) Oat Inspector s Sig re Cert Nc L)P�u.r•r 5 A.c �i. s v s� 0&'; s (s 440re. ts� -- f Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 Sr arzit �seon Madison, WI 53707 - 7162 Site Address -7 c� Department of Com merce � 7 Sanitary Permit App ' r' Sanitary Pe�� In accord with -Comm 83.21, Wis. Adm.,Code, perso it b lion yot*ovide j� 3q may be used for secondary purposes Privac w``• s15.04( Check if Revision I. Application Information - Please Print All Informati n -..; State Plan I.D. Number Property Owner's Name J U tv _�� Parcel Number M $TCROIX ' oa(e- ll3o of 000 n, COUN 2 f' 3 d - / Property Owner's Mailing Address ZLWNGOFFI l �.� Property Location Nkl 'k ff i,4:S 2.5 T,3 N,R City, State �/ p p Zip Code n� r' Lot Number Block Number / v V � G R P \P FS 1� Subdivision Name CSM Number D�4(o0 EQ P CO II. Type of Building (check all that apply) ((.. ❑City 1 or 2 Family Dwelling - Number of Bedrooms 3 01� te- p )qv� S S Gcloinn'i tt c� -� ❑Village ❑ Public /Commercial - Describe Use Township M ❑ State Owned Nearest Road C IO - T S T III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 XN,w 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use System I I Tank Onl I Existing System B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 X Non - Pressurized In- Ground 2 11 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Dispersal/Treatment Area Information: J t? £�U N /N IL7 - V (;LS Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed S /y✓ Rate(Gals./ Days /Sq.Ft.) (Min./Inch) Elevation yoo sQ -�*- i oo vgiw, , 5 o A 50 ri ✓ tAP -M.R Rs - 3 ✓ '- ?7, 03 ✓ 79: 7 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks I Tanks Septic or Holding Tank /000 - O E Dosing Chamber 0 600 VII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Sig MP ber Business Phone Number �j F f 1� Z2 2y2 7 Plumber's Address (Street, City, State, Zip Code) VIII. Count /De artment Use Onl Approved Disapproved t Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) ❑ Surcharge Fee) ❑ Owner Given Initial Adverse . / -�h Determination 12 S. �v t� IX. Conditions of Approval/Reasons for Disapproval SP.'�'EIad, 17/ INCl� d.? Ae iu_Q;lt ��ek a 1 4e Q p 1� 2 . C 1 "1�cl � del e-rwt tv, e exo- c4 nV ale / 1 ( S p101 e _ A,-o f1 r01/ r N C GJ �— SC4`fiK 6V C0r al5 .,`n. Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 Inches in sae SBD -6398 (R. 05101) /,b A/I)FTH Won S kL. Rldjlmox1,0 1t/.SP WDRTP a-RAo epiy&T /CUT L,67 B lL(J PjjjE cz� RLLT B. M � S �✓ t o tz B 5 a M +�kS Z2 Z Tt?£t.SCKf;S WI�'rl �D t11GN �APRCi�y s��E i1�/I 1111FI L76ZR�h1ZS o 0 1 0 0 $3 Q flf'Rax IDd ' Z "FDo-&mAi »Glnl�DD Ilisr2 C,ovjZ - fAWK t oe ZAIRLE F /L rEP \y 3 SEO Qi2biv A S,A. TaP OF mob MbuSr-- Ltjr SueV£,l STAKE ELE V /OD 2 Q ALT EXV -To P C5 1 // P V I O- F 4E £LILV gq,90 r3 SOIL ROP- IJL S SC A�� 14C Wisconsin Department of commerce SOIL EVALUATION REPORT Page 1_ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 3 pending Please print all infornitatign: -;.._ \ 4)1�aw 1 wed y Date Personal information you provide may be used for secondary purposes �Pr' a, s. 15.04 (1) (m)). -- ML 6,�2 , Property Owner r , `f \Property Location Oakwood Land Devel �? ;f�j vt. Lot NE 1/4 NWt /a s T N R (or) W Property Owners Mailing Address L # Block # Subd. Name or CSM# 1611 H 10 N.E `'• �j ^'rn na Red Pine Corner City State Zip Code Phone umbpr.,,� City ❑ Village [ITown Nearest Road I Spring Lake P rk 14N.554 • ( 612) �,; -M0 -4996 . = `1 Richmond ® New Construction Use: ® Residentiaf7;Number of bedrooms. _ Code derived design flow rate 6Qn GPD ❑ Replacement ❑ Public or comm04al r Qegciib�:' Parent material a 1 a r i al r7 r i f 1 p A " �g g t �� Plain elevation if applicable na ft. General comments and recommendations: trenches @ el. 97.03' F- Boring F1 Boring 1 g [ pit Ground surface elev. 9.9 ' 7 ft. Depth to limiting factor ` + 8 4 in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I 'Eff#1 'Eff#2 L 2msbk mfr 2 5 3 3 -47 7.5yr 4/4 none sl 2msbk mfr aw if 4 7- a�• �. 0 3 " G� F- Boring # E] Boring 99.70 6 8 rr 21 ® Pit Ground surface elev. ft. Depth to limiting factor In Soil AP lication 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 'Eff92 1 -1 V 2 ✓ ✓ ✓ ✓ 4 8 -88 Oyr 7/4 none a� 7 . d 3' Z „ * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' E ent #2 = BO 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature . CST Number Gar L. Steel 02298 Address Date valuatio ' onducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11-6-2000 715- 246 -6200 ' I Y' Property Owner Land De . Parcel ID # pending Page 2_ of _I Boring #❑ Boring 99, .7 0 76 ® 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 1 10yr 3/3 none L 2msbk mfr 9w 2c .5 ✓ .8 ✓ 2msb mfr 1M .4-/ .6 -/ 19-76 7-5yr 4/6 nongn sl 2msbk mvfr qw na .. 5 .9 ✓ t'cles .0 .0 ✓ 7 .0 3 3z a 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # F1 11 Pit Boring Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 'Etf#2 Effluent #1 = BOD > 30 _< 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS 5 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. SBD -8330 (RAM) STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 NE4NW4 s25 T3oN - R18w New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #8 -Red Pine Corner This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suit=able for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1 "=40 BM .= top of Mid lot survey stake @ el. 100.00' Alt. BM.= top of 1" pvc pipe @ el. 99.90' 7a r U � d Gary L. Steel 11 -6 -2000 Page Of COMBINATION SEPTIC TANK /PUMP CHAMBER 4" CI Vent Pipe with (No Scale) Approved Cap, +25 Approved Locking Manhole Cover From Buildings With Warning Label Attached R Weatherproof Approved Warning Label Junction Box Vent Cap L 12 Minimum Final Grade 6" Mini 4" Minimum 6" Maximum ' _ 4" C.I. � Quick 18" Minimum Insp. Pipe __ Disconnect I 1/4" Weep Hole Baffles i Lk Approved Joint A w /C.I. Pipe I Extending 3' Alarm L Onto Solid Soil B Approved Joint N On 6; w /C.I. Pipe ;R C , Extending 3' Onto Solid Soil ' Off D Conc. Block 3" of Bedding Under Tank—/ Note: Pump and Alarm Are On Se')arate Circuits Number of Doses: y Per Day �L Gallons Per Day / Doses: /jZ,5 Gallons Volume of Backfl ow:...�14 ;�. +� Gallons Tank Manufacturer: W)F-S E R Total Dose Volume:... ..... = 1= Gallons AL Tank Si ze -Septi c /Pump : 1v Do 11,P Gallons AL Alarm Manufacturer: -TFs,Nk Alf_2T Model Number 11nl V Capacities: A Z3 inches or 3tl Gallons AL Switch Type: ME(t1D 2y __ + B — q inches or J Gallons Pump Manufacturer: C>L)uLbS _ + C — z inches or 3z} Gallons WA Model Number: i~ 0 + Dom inches or 90 Gallons Minimum Discharge ate: _Kp GPM Total ..... _ w inches or Gallons Vertical Difference Between Pump Off and Distribution Pipe: /2 Feet Minimum Required Supply Pressur ...... ......+ Feet Ib0 Feet of Force Main x tl riction�Factor /100�Feet: + .5q Feet Z Inch Diameter Force Main Total Dynamic Head: ... = 13,SyFeet Internal Tank Dimensions: Length Width Liquid Depth 9 0` Si 9 nature r , License Number �Z�Zy2 Date L � f i M ODEL DVP M OD EL l Vertical sump Pump •04 P0 Su bmersible Effluent Pump -4 n # .1 ' r mp pec cations METERS FEET P 0 0 P 10 MODEL 3871 ii Disc a s¢e . NPT : 9 I Soli S. ,' mu"° S m 7 "! 3 3; - a °'� �:, rear' T Single phase 115V Materials of Contraction a �' Brass/thermoplastic features and Benefits EPOS ° *Top suction eliminates ' 70 impeller clogging. 2 • Corrosion resistant construction. A • Float actuated switch. ° 10 20 30 40 w USGPNM °+ 0 2 4 6 ! 10 12 aaAr CAPACITY METERS FEET 7 r, zs Pump Spec Features and Benefits MODEL DVP03 • 2° / x and 6 /: HP EPO4 impeller- semi -open design s Up to 60 GPM with pump out vanes to protect - `—' 4 18 Maximum head to 32' mechanical seal. • EP05 im eller - enclosed design z,° Discharge size 1 NPT Q 9 ° Solids:' /: maximum for improved performance. 2 8 Motor • Rugged glass - filled thermoplastic ' All motors feature ball casing and base design provides 0 °° , 10 „ �, 30 ,� as.crM bearing construction. superior strength and corrosion Single phase:115V resistance. ° 2 �ACmr 8 8 �� Materials of Construction ' Cast iron motor housing for } Cast iron efficient heat transfer, strength, Thermoplastic and durability. Stainless steel • Corrosion resistant threaded ., stainless steel shaft. • Available for automatic and r* manual operation. r • CSA listed models available. All Models are designed for continuous operation and feature stainless steel hardware. t ST CROIX COVNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FO RM, Owner/Buyer � f� 91— 'r kl e r Mailing Address tQ /UDIf r,* Pro" Address 13 1 5'F (Verification required from Planting Department for now construction) City/Stitt _ Parct:l Identif'icadort Numb6T Lac _ �• LEGAL Lt ,, QN Properly Loe4tiou .[ - '/., rMW ' /., Sec. 2 T_'3 N.R_Lf W, Town of Iz nme' Subdivision kEd i 11 ' t1Dt�/! tP Lot # Certified Survey Map # (' i k) / � � Volume Page # Warranty Deed # , Volume . Paso # Spec house LEI yes 440 Lot lines identifiable K yes 0 no S'itSMM MADaX Improper use your septic system could result in its premature failure to iutudle waaoss, ProM mWztenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. 'W'bat you put ktto tba system can affect the function of the septic tank as a treatment stage in the waste disposal system, The property owner agr to submit to St. Croix Zoning Departme at a certilycxtion Brut, signed by The owner and by a master plumber, j==eyman plumber, restrictedplumber ax a licensed pumper vetii'yiag that (1) the on-site wastewater disposal system is in proper operating condition and/or (Z) after inspection and pumping (if necessary), the septic tank is less than 113 full of sludge. Vwc, the undersigned have read the above requirement; and agree to maintain the private sewage dispaW system with the sUmdards set fortb. herein, asset by the Depamncnt of Commerce and the Department of Natural Resources, State of Wisconsin. Cartifiteation sating that your $eptie sys been maintained must be completed and returned to the St. Croix County Zoning orrice within 30 days o e throe year a on date. SIGMA A OF APPLICANT DATE OEM RTMCATION I (wc) that all tements on this form are true to the best of my (am) knowledge. I (we) am (are) the owner(a) of the proV4ty dcacnbod abov y virtue of a warranty deed recorded in Register of Deeds Office_ /moo/ S16 OF AI PLICANT DATE '9040*• Any information that is mis repxesentod may result i the sanitary permit being revoked by the Zoning Department. ••• " "• Include with this applieatlon: a stamped warruntyy deed from the Register of Deeds offilce a copy of the certified survey map if rnforonce is made in the warranty deed TOOfn 5KIX3aDKlDH3 09Z M 9% Xd,d tT:ZO ,NON TO /9Z /90 r Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity in- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county or h ealth department. artment. h p This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567 -P (R.6199). Table 1: System Design Specifications Sanitary Permit Plumber Number of Bedrooms 3 Design Flow - Peak (gpd) 3D0 Estimated Flow - Average ( pd) If 51) Septic Tank Capacity (gal) l oon Soil Absorption Component Size (ft� -SD() 3o CYIW Type of Wastewater Domestic Table 2. Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Sail Absorption Component Design Flow - Peak (gpd) LJ5D �fSD Maximum Influent Particle Size (in) 1/8 Maximum BOD, (m ) 220 Maximum TSS (m L) 150 Table 3: Maims S chedule Septic Tank Inspect and'or service once Outlet Filter Insp once a a Soil Abs Component Ins orption Cam pe Y ar_d clean at least once every 3 years ct once every 3 years Se tic Tank The septic tank shalt be maintained by an individual certified to service septic tanks a under S. 281.48, Slats. The contents of the septic tank shall be disposed of in accord nce with NR 113, Wis. Adm- Code (,Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure Proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the t i f � 05 -01 -00 1 0:32 RECEIVED FROM:715 386 4686 p•02 05, TUE 10: 39 F kX 00.3 Manager'g1r, T'. r1k :!r ,l Sol �.bcsorption Compone-,* filter is equipped wi-h a 'v !-i if t" alarm is activated continuously- Intermittent ding continuous alarm- The septic tank shall have il.si J-r, j"o';! wh-i ;file; voiu of scum and sludge in the tank exceeds 113 the liquid tanK. If the contents of the tank are not removed at the time of an assessment, M personnel shall advise the owner of when the next service needs to be performed to maii iess Iran maximum scum and sludge accumulation in the tank. Manhole risers, 3'101.1]d be inspected for water tightness and soundness. Access fcr vj�:e and assessment shall be sealed watertight upon the completion of servic . lin deemed u.- defective, or subject to failure must be replaced. qreate-'than 8-inches In diameter shall .be secured by an effective locking J Z*, �c 'J-enta! or' uniauthurizsd entry into the tank. No one shoaf.' C 0! o1 her trea mment or holding tank for any reason withoas oeing in full compliance with OSHA standards for entering a call -�paco, The atmosphere within the septic or other treatment of hojrl[lnr rank may contaln lethal gases, and rescue of a person f?*r, i G t 1 - F Vi e lon.'(' may bp, difficult or impossible. Tank abandoni-n' al in ae- wl;tii Comm 83.33, Wis. Adm. Code when the tank is no longer used as - Sri ?ll Abrprption Component The soil absorption compor.r-ii'L se. this structure is designed to accept domestic wastewater from a The I of operation of this component are shown in Table 2. The longevity c. , componert diapends greatly on proper and timely maintenance, and systurn u 'nri or b::low the limits of reliable operation. Good water conservation practices by ali oc-t.;pants a the ins`allation of water conserving plumbing fixtures are key factors in ex anding the useful life of this component. The soil absorption c.. - Jr cr Z's cp»4ration rntist be assessed by inspection at least once every three years, llht: shail include recording the levels of ponding, if any, in the observation pipes, andl 1-1 vi;,-j r14- for any evidomce of surface seepage or discharge from the component. On slopirq sites, areas of erosion should be identified and reported to the owner for repair file: surface discharge of domestic wastewater or sewage from the system is c* !--d a human health hazard. Traffic around or otv'ei absorption Component should be avoided particularly during winter months. Thc� corn p; ic I lon or removal of snow cover over the component may lead to hydraulic failure by freezing. - fnic- type of failure is usually temporary, but is difficult or impossible to repair until 1-1-,ncWions improve. In general, soil compaction over this component will reduce into the soil and dispersal cell, which may lead to more intense, and earlier, of the Z1 2 05 -01 -00 1 0 : 34 Ft F, I vED FROM 7 15 386 4686 P•03 ' 6.49319 STATE BAR OF WISCONSIN FORM 1 - 1998 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS 1'01. 1 �U ��?? ST. CROIX CO., WI Document Number � PAGE JJ4 RECEIVED FOR RECORD This Deed, made between Oakwood Land Development, Inc. 06 -25 -2001 12:30 PM WARRANTY DEED EXEMPT # Grantor, CERT COPY FEE: COPY FEE: and Margaret M. Price, single RECORDING fEE: 101 0 0 0 PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsi (the "Property "): Recording Area RETURN TO : z/ Name d Return dres Burnet Title a g et M. ri e 7550 France Ave. S. First Floor L R d in Co n Edina, MN 55435 Ne Ri h on 5 ATTN: Post Closin Centr 1 W 026 1130 08 000 Parcel Identification Number (PIN) This is not homestead property. Lot 8, Red Pine Corner (is) (is not) Records of St. Croix County, Wisconsin. Abstract Property. Together will all appurtenant rights, title and interests. none Grantor warrants that the title to the Property is good, indefeasable in simple fee and free and clear of encumbrances except Dated this day of Ju G 2001 (SEAL) (SEAL) Oakwood L nd Development, Inc (SEAL) (SEAL) * * AUTHENTICATION ACKNOWLEDGEMENT Signature(s) State Of Wisconsin, } SS. St. Croix County. authenticated this day of Pers p nally came before me this 1,54 day of ,2001 , the above named Oakwood Land Develo ment Inc. e 0 TITLE: MEMBER STATE BAR OF WISCONSIN to (If not, me known to be the person who executed the foregoing authorized by §70606 t $ J, in ment and acknowledge the same. THIS INSTRUMENV D W B i 0 0_,.) Coldwell BarlRAWWWWONM 1301 Coulee Road Notary Public, State of Wis ons' Hudson. WI 54016 My commission ent. (If not, state expiratjo ate: ( Signatures may be authenticated or acknowledged. Both are ) not necessary.) Names of persons signing iLgy capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin LegalBlank Co.,Inc. WARRANTY DEED FORM No. 1 - 1998 Milwaukee, Wis. L r / r � Is ' */l MN 3HL 7l� 9 6, 11- t/l 3N 3V AO 3N 171S3M •O0. A' re o V t/l MN 3HL 710 f � ^' � / n ! s • � Q i N 3H1 7b 3N 171SY3 v J �Q V' 7" Q � I `� �� Ze #44 MR 'o 0 �'�, 3 � LOOS h S � /,.�' , O co o r- - /0�0 L C;17 v^ `W ti t' \ �� ^ i •00• c ze v 3 c o �O � ° off+ � � ' �\ r Cv O i vo J N ^ s.0 xt = rp� L. s v i 'K C Ir O h \� ' r ' ?i O on � i h \ �' ' • s r , \ h h 9 960 i y • r r' ,, • \ M V O ° UI N � _ ./ ;, /,- ,, ' s °mss -.. 9 � �, °• � .: - � t O V� ► 1 N N� / , / ,£0•l0£ ; O M„ LZ,ti LOOS \ Z 0' k� / 41 .976 � 2 Q \\; N�� , ^ oN 1� Oo, N 2 \`�JN`O2