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HomeMy WebLinkAbout040-1283-30-000 P Wisconsin Department of commerce PRIVATE SEWAGE SYSTEM C ount y : Pafl ay grid Ouildin�f, +�ivision INSPECTION REPORT St. Croix a. NO.: GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit personal information you provice may be used for secondary purposes (Privacy law. s.15.04 (1)(m)]. 384266 Permit Holder Name: ❑ City ❑ Town Of: State Plan ID No.: M Iler, Sam < n ownshi CST SM Elev.; Insp. BM Elev.: BM O scription: Parcel Tax No.: Q d -(. " TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION 05 HI FS ELEV. Septic Benchmar 2 k a Y P It. BM 3 3 9 / o/ Aeration Bldg. Sewer 8, Z L( g St Ht Inlet LaD 9 TANK SETBACK INFORMATION Ht Outlet 9- 7 - . P , g , TANKTO P/L WELL BLDG. Airi to ntake ROAD Air i ntake Septic `F — NA DgSing— NA Header/Man. , �� 9� Aerati N Dist. Pipe L f� . � Holding Bot. System ` PUMP / SIPHON INFORMATION Final Grade 416 f 4 0 Man r Demand S1 Cover /0 0 Model Numb G TDH Lift I Friction I -is TDH Ft Loss N orcemain . Length I Dia. Dist. To SOIL PTION SYSTEM /r / «s oRc1� BED f TRENCW width Length No- Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth l Z DIMENSION SYSTEM TO P / L BLDG WELL LAKE/STREAM LEAC HMIG 4 er: SETBACK INFORMATION Type O pO AMBE Num er: System d O DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake rr /. A^n �-// Le [ a ll Dia. Length SO�a. ✓vim Spacing ? 'v^T SOIL L C � O —( V � ER 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 ❑ No Q Yes O No COMMENTS: (Include code discrepancies, persons present liection #1: Inspection #2: / Location: 505 Little Orchard Road, Hudson, WI 54016 (SW 1/4 NW 1/4 9 T28N R19W) - 0928191597 The Orchard -Lot 3 y Ko kle# erg rr� 1.) Alt BM Description= 2.) Bldg sewer length = � / - amount of cover Plan revision regUi�d? C] Yes La Cert No No Use other side for additional information. Wt No SOD - 6710 (8.3/97) Inspector nature P I� q,3�' 6� 3 f V ye ti sz J No ��P.P Safety and Buildings Division County 201 W 1*is,&i�nsin Madison, W1 53707 - 7162 Si. Washington Ave., P.O. Box 7162 S ite Addreps Department of Commerce i.� � ++i-c ora trd Sanitary Permit ApplicaoiOn Sanitary Permit Number - 3?Y "� In accord with Comm 83.21, Wis. Adm. Code, personal w6immiofi provi 11 Check if Revision may be used for secondary purposes Privacy La)�, sIS.Ikl) - Rtti 1. Application Information - Please Print All Information NEU State Plan I.D. Number Property Owner's Name Parcel Number rye f' It I T14-. ST CRM 13yrj =Umm Property Location W Property Owner's Mailing Address Z0NG0fTW;a K U S T N, R E City, State Zip Code tie Number -,, X Lot Number Block Number Subdivision Name CSM Number * Co 14 4, 276. -P QQ(_HA 11T) 11. Type of Building (check all that apply) ❑city ❑ 1 or 2 Family Dwelling - Number of Bedrooms A/ OVillage— D Public/Commercial - Describe Use Vrownship - T e 6 Y ❑ State Owned I Nearestlkoad0c/0 - 1073 (a) 3'X `1 � -7 L TRE/Ve A.E_ roj - D ( 17,7 t / 7F) F 0 RC W A r� D P-o A " D V' M. Type of Permit: (Check only one box on line A (numbering scheme for internal use) Complete fine B if applicable) A For County use . 1 Nev -,ment System 3 0 Replacement oi to S �St, m I Tank Only M I B. ❑ Check if Sanitary Permit Previously Issued I Permit Number I Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 2, ?Oot t, 44)9 Non -Pressurized In-Ground 21❑ Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 7 S 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 11 Drip Line 45 ❑ At-Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. DispersaUMTr ent Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Sod Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./Days/Sq.Ft.) (Min./Inch) Elevation ( VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank LAJ E (.5 iF (2— qesft VIE. Responsibility Statement- 1, the undersigned, assume responsibility fo installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP1WRS Number Business Phone Number Ar A/ 'Plumber's Address (Street, City, State, Zip Code) .A974) PoM7_C,(?_ �Z/J*,6 It',040 14 tv e r6 VIII. Count y/De vartment Use Only Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Ag m Signature (No Stamps) , . Surcharge Fee) ❑ Owner Given Initial Adverse . — - Determination I 2,?-< IX. Conditions of Approval/Reasons for Disapproval Attach complete plans (to the County only) for the system on paper not lea than 81/2 z 11 inches in size SBD-6398 (R. 05101) j , ,i ti L Z , ud L i D a q � ► DO - 7 H IV j} r �vSSf 2 Ir►c �� -L' 3 �� C M.�c� o� /�� Kl�ij VO r° ) 6 ,Loft -; • a� + r ��Q r 1-4 �o A "r S- to b r ( 5 S.- 2 � p ..� g' a i Iar - acs 1381 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85 Wis. Adm. Cade A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less ItimeMi Ttt; im6a in size. Plan must county St. Croix include, but not limited to: vertical and dal reference poir►t drcection and percent slope, scale or dimensions, netfin arrow, and location'andiAs car to nearest road. P I. 0- 1039- 90 -3Q0, ID#9.28.19.134D Please pMt all lnfgnrntyttfpn. By D� iew Personal informahm you provide rr jy be used fpt wrgfjj Poses (Privacy U*, sj15.04 (1) (m)). Property Owner mpmty Location Miller, Sam U ; . `` ~v ! -• Lot W 1/4 NW 1/4 S 9 T 28 N R 19 W Property Owner's Mailing Address of # Block # Subd. Name or CSM# P.O. Box 151 � 3 Plat Of Miller's Orchard City State Tip Code M169 Number; .\ City Village �1 Town Nearest Road Hudson W I 1 54016 1 (715)80 9 Troy I Little Orchard Road 9 New Construction Use: #A Residential / Number of bedrooms 4 Code derived design form rate 600 GPD J Replacement I Public or commercial - Describe: Parent material Glacial outwash - FloW plain elevation, if applicable na General commeits and recarmnerndations: Recommend installing 2 trenches at Tx 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 93.60'. Boring # Boring N Pit Ground Surface elm 99.60 ft. Depth to limiting factor > 131" in. Soil Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots 0 PDIft= *Eff#1 1 0 -10 1Oyr3/2 none sil 2fsbk mvfr as 21' 0.5 0.8 2 10 -22 1Oyr3 /4 none sil 2fsb mfr cs 1f 0.5 0.8 3 22 -28 1 Oyr4 /4 none sl 2msbk mfr as 1 f 0.5 0.9 f 4 28-32 7.5yr4/6 none Is Osg ml c s - 0.7 1.2 5 32-43 10yr5 16 none s Osg ml gs _ - 0.7 1.2 6 43 -131 1Oyr5 /4 non s Osg ml - _ 0.7 1.2 F 2 ] Boring # Boring Pit Ground surface elev. 98.68 ft. Doh to limiting factor >125" in. Sod Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots 'Ef GPD 1 0 -11 1Oyr3/2 n one sil 2f mvfr as 2f 0.5 0.8 2 11 -22 10yr3 14 none sil 2fsbk mfr cs 1f,vf 0.5 0.8 /� 3 22 -29 1Oyr4 /4 none sl 2msbk mfr as 1vf 0.5 0.9 4 29 -36 7.5yr4/6 none Is Osg ml cs - 0.7 1.2 5 36-45 1Oyr5/6 none s Osg ml gs - 0.7 1.2 6 45 -125 1Oyr5/4 n one s Osg ml - - 0.7 1.2 " Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 150 mg/L = BOD <_30 mg/L and TSS <.30 mg/L CST Name (Please Print) Sgnetu CST Number James K. Thompson i_.-- 3602 ACE. AC. Sal & Site Eva fir» _ luations Devaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceda, Wl 54020 4/23/01 715- 248 -7767 rag - p " Ownhr M iller", Sam Parcel ID # 040- 1039 - 90-300, ID# Page 2 of 3 Boring # Boring 99.32 ft. Depth to limiting factor > 130" in. R Pit Ground Surface e4e+r. Application ate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bouridary Roots *Eff#1 *Eff#2 1 0 -12 1Oyr3/2 none sil 2fsbk mvfr as 2f 0.5 0.8 2 12 -24 1 Oyr3 /4 none SO 2fsbk mfr Cs 1 f,vf 0.5 0.8 3 24 -30 1Oyr4 /4 none gr. sl 2msbk mfr as - 0.5 0.9 4 30 -35 7.5yr4/6 none Is Osg ml Cs - 0.7 1 e�I 5 35-48 1Oyr5/6 no ne s Osg ml gs - 0.7 1.2 6 48 -130 1Oyr5/4 none s Osg ml - - 0.7 1.2 a Boring # _j Borin sm Pit Ground Surface elm 98.99 ft. Depth to limiting factor > 127" in. Soil Appkabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#'1 'Eff#2 1 0 -13 1Oyr3/2 none sil 2 f s bk mvfr as 2f 0.5 0.8 2 13 -23 1Oyr5/4 none SO 2fsbk mfr Cs 1f,vf 0.5 0.8 3 23 -30 10yr4/4 none sl 2msbk mfr as 1vf 0.5 0.9 4 30 -36 7. none Is Osg ml Cs - 0.7 1.2 5 36 -50 1Oyr5/6 none s Osg ml gs - 0.7 1.2 6 50 -127 1Oyr5/4 none s Osg ml - - 0.7 1.2 F # Boring Boring Pit Ground Surface elev. 99.65 ft. Depth to limiting factor >126" in. Soli Apps Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#1 *Eff#2 1 0 -13 1Oyr3/2 none so 2fsb mvfr as 2f 0.5 0. 8 2 13 -28 1Oyr3/4 none sii 2fsbk mfr Cs 1f,vf 0.5 0.8 3 28 -34 10yr4/4 none sl 2msbk mfr as 1 of 0.5 0.9 4 34 -38 7.5yr4/6 n on e Is Osg ml Cs - 0.7 1.2 5 38 1Oyr5/6 none s Osg ml gs - 0.7 1.2 6 53 -126 1Oyr5 /4 none s Osg ml - - 0.7 1.2 * Effluent #1= BOD 5> 30 < 220 mg& and TSS >30 < 150 mg& * Effluent #2 = BOD <30 mg& and TSS <,0 mgll 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. /off 3, /yf, / leers O��Qio; Sep . 9, T • o F % goy, j&. Or ti o ff . q� 81 ■ �Y�o Shope �ro�.9ti o - Q v B3 �( � � a �a a�J c-k of e- let'. = i00. co; �� i.39/ :> B i o Diff user S 76" OD OO OD � 7O Cl� Ot �� OO �� DO OO DD C EO DO I =1 Chamber �� DO DO OO OD DO OD OO OD Height �� OD DD DO OD DO OD DO OD 00 0 00 00 00 00 00 0 00 0 00 00 00 00 00 0 00 00 Ol OO O DO Ol OO Ol DO OO All three BioNkiser can withstand H -10 loads when installed with prope graded Chamber and compacted soils. A mi Height mum of 12" of Covens require H40 loads; The End View 14" High Ca city Bio©iffuser is designed for -H -20 loads. A minimum of 18" of cover is 34" regyired for H -20 loads. 4" Knockout Universal End Cap r Avcd c ble Sizes Chamb I Length 76" 76" 76" Width 34 34" 34" Height 11" 14" 16" Invert 6.5 9 11.3 10 h i 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 zoning or health department. 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.6/99). Table 1: System Design Specifications Sanitary Permit Number Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) CICTD Septic Tank Capacity (gal) Soil Absorption Component Size (ft UfD 2 - S Type of Wastewater DonVestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Z- �t Maximum Influent Particle Size (in) 118 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance 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 sep and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filt shall be cleaned as necessary to ensure npcQ2pr operati The filter cartridge shou 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 ` ' r Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 t. i Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer SW /1/ elIZZ L Mailing Address 4 - soy Li �� D r y a ROM b!� Property Address (Verification required from Plan ing Department for new construction) City/State /-/,,/ 6 S& H L/Y Parcel Identification Number LEGAL DESCRIPTION S �y N w y., Sec. y , T g N -R / 9 W, Town of 7� v Property Location /., -4 ;ubdivision H iE c A < 1 f\ D , Lot # 3 Certified Survey Map # `f S 3 ° . Volume . Page # r Warranty Deed # �4 3 Z 1 `7 C , Volume . Page # 32- i Spec house yes ❑ no Lot lines identifiable yes ❑ no SYSTEM NLA><NTENA,NCK Lnpr4per use and maintenance of your septic system could result in its premature failure to handle wastes, Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeymanplumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to St. Croix County Zoning Office within 30 days of the three year exp' n date. /oZ //O '�Mqzl 6 TURF PrAPPLICANT DATE : vt11WNER CERTIFICATION 4 1 {we) certify that all statements on this form are true to the best of my,(our) knowledge. I (we) am (are) the owner(s) of d 'bed a b virtue of a war deed recorded in Register of Deeds Office. 1~ CANT DATE * + * * *+ Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.' *• Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed STATE BAR OF WISCONSIN FORM 7 - 1998 TRUSTEE'S DEED 632796 KATHLEEN H. WALSH Docunnarq V OL 1555P 323 8 G DANIEL S. SOLBERG AND KARLA J. SOLBERG _ - kECEIUED FOR RECORD 11 -01 -2000 8:30 AM TRUSTEES DEED DANIEL S. SOLBERG AND KARLA J. 50LBERG REVOCABLE tee of EXEMPT M �TTRUS DATED APRIL 26, 2000 - CERT COPY FEE: COPY FEE: TRANSFER FEE: 2MO.30 fora valuable consideration convey ES: s without warranty to PAG IN6 FEE: 10.00 SAM E. MILLER, A SINGLE PERSON 1 i ROCnrtlrnq All the following described real estate in Grantee, ; =:-77Y - County, 'Name and Return Address State of Wisconsin: SAM MILLER PART 0 F.THE NW3y OF THE NWT AND THE SIJ OF THE NA AND THE 'I P.O. BOX 151 NFh OF THE NWIX AND THE NWT OF THE NEk AND THE NWT OF THE HUDSON, WI 54016 SWh OF SECTION 9, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN OF TROY ST. CROIX COUNTY, WISCONSIN AND MORE PARTICULARLY. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF 040 - 1038 -60 040 - 1039 -60 -000 SAID SECTION 9 THENCE S00 50 54 E ALONG THE WEST LINE OF SAIDNWk 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID 040- 1039 - 70 - (100 SECTION 9; THENCE SOO ° 45'32 "E ALONG THE WEST LINE S OF aercelkient�icatanrkvnberlalNl SA SAID SECTION 9 150.31 FEET: THENCE S ° 24'38 "E 70.00 FEET: THENCE N59 ° 15 1 11 "E 850.85 FEET THENCE ON AN ARC OF A CURVE TO THE RIGHT 102.10 FEET AND WHOSE RADIUS IS 403.00 FEET AND CHORD BEARS N ° 32'30.5 "W 101.78 'FEET; THENCE N00 ° 21'49 "E 569.05 FEET; THENCE S88 ° 45'38 "W 250.00 FEET; THENCE NOO °50'54 "W 3 50.92FEET; THENCE S88 ° 57'07 "W 512.29 FEET; THENCE N00 ° 50'54" 100.00 FEET; THENCE N88 0 57'07 "E 250.31 FEET; THENCE NO3 ° 1O'51 "E 202.31 FEET; THENCE N32 0 19'49 "W 95.25 FEET; THENCE NO2 6 24'54 "E 136.96 FEET; THENCE S87 ° 34'25 "E 198.63 FEET; THENCE SO1 ° 54'33 "W 149.41 FEET; THENCE N89 0 46'50 "E 148.76 FEET; THENCE S2 "W 256.95 FEET; THENCE N88 ° 57'07 "E 1065.55 FEET; THENCE N ° 12'30 "E 325.61 FEET; THENCE S00 ° 47'30 "E 10.00 FEET; THENCE N ° 12'30 "E 554.46 FEET; THENCE N01 ° 23'32 "E 587.22 FEET; THENCE N55 0 31'03 "E 651,90 FEET; THENCE N38 ° 09'35 "W 413.25 FEET; THENCE S89 ° 31'02 "W 142.03 FEET TO THE NORTH QUARTER CORNER OF SAID SECTION 9; THENCE S89 0 12 1 35 11 W ALONG THE NORTH LINE OF THE NA OF SAID SECTION 9, 2666.45 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINS 96.52 ACRES AND IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. i I Dated this - -- .G!_ day of OCTOBER 2000 /( fV e4- ( SEA L) � t [�-�� (SEAL) DANIEL S. SOLBER KARLA J. SOLBERG Trustee Tnutee AUTHENTICATION ACKNOWLEDGMENT Signatures) State of Wisconsin, S1 C3� SS. Count. day of authenticated this P n lly came before me this day of ! . . the above named TITLE: MEMBER STATE BAR OF WISCONSIN (If not, k to authorized by §706.06, Wis. Stiffs.) nown to be the person L who executed the foregoinStiffs.) I strument and acknowledge the e THIS INSTRUMENT WAS DRAFTED BY e it H EYWOODd CARI S o 04 0 PICT CTR T Cents of WiScansin HUDSON, WI 54016 Notary Public. State of Wisconsin My commission Is permanent. (if not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary) ) Nam" or - - . . pmona signing in any capacity mu,t be t - - - -- = - ' Y typed or printed below tlxr aignatun. TRUSTEE'S DEED STATE BAR OF WISCONSIN FORM No. 7 - 199# Legal Blank Legal Co.. Inc Mawaui.ee, WIS. a ' -4 - - L 6t i FHE ORCHARD SUBDIVISION NO OWNM OR RESIDENT SHELL DO ANYTHING WHICH WOULD MTEREERE CATEO IN PART OF TK NORTHWEST 1 4 Of THE NORTHWEST 1/4, AND IN PMT OF INC WITH OR CHHANOE THE OPEMTION Or THE ARRRMO COMPREHE"K bN1W v 1/4 OF THE NORTHWEST //4 AND IN PART OF THE NORTHWEST 1/4 Of THE / WATER ORNNAOE AND $OIL EROSION PLAN TOR INS PLAT, THIS UNRWEST 1 /4, AND NI PMT OF THE NORTHEAST 1/4 OF THE NORTHWEST 1 /4. AND IN INCLUDES !UT IS NOT LIMTEO 10 IUILOING UPON. 011MUCTINO. ITT or THE NORT 1/4 Of TH E NORTHEAST 1 OF SECTION 9. TOWNSHIP 26 ALTERING, FILLING. OR E OR PLANTING IN ANY POND 1 S RAE R'EO SURVEY 7 RECORDED Ri VOLUME 11. PAGE Wes: R � / CULVERTS. KRRNS GRASS SEEDIEHGS. 1t:R RUNWAYS. WATER R.A. 512.30' N ee '45'3e'E COUNTY HIGHWAY FF 512.29' S86'57'07'W — — _ t — 1 — — 235.64 276.65' 2666.45' S89 W I I 1 n SEE LEFT SIDE - SEIa - la.a 5011 29' : OF SHEET 3 t,OT_4 C Q �AKM 'WK o 1/0 7 PAG 1885 MW j gg!r.w c In • OT 28 o I I a' EMANAQ / LO T VLO T�6 s 4 t W" % 223 � Sq. t. = o I 14513 Sq. fl. / 2.55 Ac. N, • 2.63 Ac. / n 11Q928 Sq. F� g• \ 111 o ^ I I of 0 ,55 Ac. ` I 4 �,� . • Q \ / �, / ( o '".��� ` e 263.61 988 I Lqf 27 -� I , 109076 Sq. Ft. I e SOT 7 i 1 1 I I 2.50 Ac. I Z L0 T 4 \091 9 Sq. Fl. : I �' / / , w 15515 Sq. Ft. ,,� 1„ 2p50 Ac. .I / amr lm ro ? 2.65 Ac. �+ T 1 p / ,. -tow w ' 1 U 0 N I I I 33 33 Cdr i', e� 42 E 1'A A5 S IG SEC SHE T 1 1 ' 1 sca ro W a �� N4 ruac \ 1 , o.I LOT 2�6, _ LOT 25� 1 �,{ 10968f1 S fll $~ 109435 Sq. Fl: �' i �1 ��, --- - - - - -J r s '•� • r 4 q' �$ I 2.51 Ac. < + S9 2.4e SW453e W' $ z I i ale �i52 Ac. -T In / 1L ROAp 3 h aRa+ARD .n ��•�'•� '•�. �1tW7l.1Jl1+2# .. In -- j, . h / S 6►4` all; �� b^1 �+� t9 .6 ' N •a O / �'------ - - - --I to I 4 110109 Sq. Ft. "'~ LOT 1 -� 22e.6,' s0e•71' < C4 '� 2.53 Ac. 127359 Sq. t '1 1 •I I ,. 10! I 2.92 Ac. 34.11. 1 19e.w' 294.00• Y. ® , SLOT. �2 \ 71954 Sq. fl. n 109112 Sq. Ft. 3.95 AG. 2.50 Ac. rn 13482 Sq. Ft. '' — —I u I I o I/ / 3.04 Ac. m. z z O Y S 3p \ P'a'ir »• (1 n W l •= OIANAM La y / •�`' (ASE -LOT 11 LOT 12 z 69.20 Sal W S' . Nr79 } / / SM X59 A2.64' 294_00_ w N • 556 - F/ ►'$' 0 �,. 6• ..�SGOKSi4,',�. I:1 VO�-'i '� --- ----- - - - - -- - - -- -- - -- -- O 7060W--- t - iE.c''IECUbEt1 s 1065.55' N88.57'07 "E o ' . a AMY FF \.9;: �- I n scar 1 v -c FOUND r ALUMINUM to MONUMENT SW COMER n •-0 .q, 100 SEcIION 9 ORAYTEo I.: JASON PMJRNER SHEET 2 OF 3