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HomeMy WebLinkAbout040-1284-90-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building bivision INSPECTION REPORT Sanitary Permit No: ' 399409 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: Miller, Sam Troy Township 040 - 1284 -90 -000 CST BM Elev: Insp. BM Elev: BM Descriptio TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark t Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet $ .38 1 p (. 08 TANK SETBACK INFORMATION St/Ht Outlet 8 ' }� CA• �t l TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic > 75 Y 32 t ` — Dt Bottom Dosing Header /Man. 4 7 ZI , 47Z 9q 20 r Aeration Dist. Pipe ){-. ZS Holding Bot. System f PUMP /SIPHON INFORMATION Final Grade Manufacturer G emand St Cover a Model Number i TDH Lift Fri ' n Loss System Head DH Ft Forcemain Length Dia. o well SOIL ABSORPTION SYSTEM • ba + �.� 2 = P-6 Z RENC Width j Length t No. Of Trenche PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMEN NS ?� �7l /:12 SETBACK SYSTEM TO / P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of System: t CHAMBER OR p i UNIT Mo I Number: 24 1 DISTRIBUTION SYSTEM Header / old t Distribution x Hole Size x Hole Spacing Vent to Air Intake LCa+i Pipe( 7 f 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 Bed/Trench Edges Topsoil _] Yes No Fol Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: j / /�_ Inspection #2: - Location: 495 Bauer Road Iry Road Hudson WI 4016 (NE 1/4 NW 1/4 9 T28N R1 W) The Orchard Lot 19 Parcel No: 09.28.19.1613 _ ' D� (,� 1.) Alt BM Description - I °� " 1 1 2.) Bldg sewer length = 3Z K - amount of cover S 0 3 -IUD c n Re uired? Yes `a`" Q n 31 Use other side for additional information. 1 - -- - - - - - -- - -- - -- —. SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. q,S 3 Cal Safety and Buildings Div. Bo 7162 ( 201 W. Washington Ave.. P.O. Box � s C VIsconsin . WI 33707 -7162 ;. �'�` � ��. Delo rtment of Commerce S an i ty pmt Number Sanitary Permit Application � 3 7 q Y - 9 info O ! O checlt if Revision Is accord widk Ctatam 8331. Wis. Aden• Co pe 1 MEW tttr+d Stm Plan I.D. Number L Applkation latarmntjosl —Pew PrMl All laf Parcel Number 9 2 !� 1 q. l (3 Properly Owes n I p yd - 2 $ 7 —` I o — OO a LL i hap" Location Location i v c i` dry •..._ S t 'HOC 9 N It 9 B Zip Code phone F Lot Number Block Number OF, soft w t ` / Subdivision am CSM Number v s �p acky IL liper stmt (dw& an •WO / ' or 2 Finally Daallit - Number of Bedrooms x ❑Village ❑ - Dt saft Una t ° ❑ no Otnasd Z / Q ,(. /r T Neatest Road schane for Internal tree). Complete line B U applicable) III. Type of permit: (Check cab race boat on line A (number iRg or A. stem 3 O Replacement of 6 O Adtlition to County tae 1 2 ❑ Replacement Sy Tank Onl stem seem Permit Number Date Isated B. 0 Chock if SWIM Permit Proviauly Isaed iv. Type d Permit: ( C all mat (nom aebeme b Gx internal rue) ' 36 - 11 4 T� ,' �r{f -'Sur/ 7 15 ,Ac u rRo►,c 4416aa — Praauriaad 1n•Gt'ouod LE/k'*JO Mound 47 O Sam Filter 50 0 Constructed wetland 22 0 Prtitaind b4tound 410 HOW113 Tank 48 O Single Pass 510 Drip Line 43 ❑ At- (Itade 46 0 Aerobic Treatment Unit 49 0 Rec' 30 0 Other V. Area Iatorm+ati °n' Percolation Rate System Elevation Final Glade Design Flow (� Dispersal Ara Dispersal Area Soil Application Elevation �� Proposed Rate(Gais./Days/Sq.FL) (Min./lnrh) "` ✓ Site Steel Fiber Plastic - m Total Number Prefab VI. Twk Taro Galena of Tacit; Maeuficturer Concrete Constructed c>>.:: Gallons New Baisdq sots Taub Sspae er twins T=k rrponstbihiy for i►istallation of the POWTS shown on the attached plans. VII. bill statement- I, the u,d. :rypt�c+3, >>t itilP/MI'RS Number By�in Phone Number plumber's Nam (Print) Plumber's tgsature n� Pk mboc's Address (Street. City. State, ZiP ) e6lf V Sa Uj VIII. /pe eat Use Only Dam Issued Isw' Agent Signature (No Stamps) Sanitary Permit Fee (includes Groundwater R Approved 0 D�pp�ed Surebarge Fee) l \ 0 Owner Given Initial Adverse q / Determination Z Z Q f Z 4 L )i3C. Conditions of ApprovaVReasoos for Disapproval 1. Effluent filter to be installed and maintained per manufacturer's recommendations. Agaei os�plere t do the Cooat7 only) for tic arts w peer art Isw than 11/2 :11 lrkhes r sloe Sv n -639$ (R. 05 r,,.. OK vt U) -� m , -tJ- 'fk N �� � � -41 ry r. L cl n o cl 1P I T HI� o O A 4 iev ' 1 9 Bi oD fff user S 76" — 00 00 0 � —mo 00 00 00 00 00 Ol O (=� l� O tw OO OD DO 0 Chamber OD OD DO � 0 OD O� DO OO Height OF DO DD O OD OD OO OD OO OD OO Q 00 Dt Ol 00 OD OO OD DO ��t �O OD D 00 O DO OD DO OD OO 00 AN three BioDiffuser sizes Can withstand H -10 Toads when in44W With i dy gilded Chamber and fibilownfed SONS. A. Mb* Height of .cov is req M•1O lA9kS. Ttw End View 1 swiffuw i& for Hn' loads. A Af 18" of cover is 34' r*gOr*O fwr,K -20 W t. 4" Knockout i i Universal End Cap Avcalable Sizes Chamb ; Length 76" 76" 76" Width 34" 34" 34" Height 11" 14 16" `/ Invert 6.5 9 11.3 10 1397 wlsconsin Department of Commerce SOIL EVALUATION REPORT page t o f 3 Division of Safety and Buildings .in aaccordanpe with Cam 85 Wis Adm. Code AC.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8 %x 11 inch4 n sae. Plan must St. C rob( include, but not rimited to: veftd and horizontal reference point direction and percent slope, sale or dim�fnli 98, nor#Wo%.,*d location and- to nest road. Parcel I. D. 040 - 1039 - 60-000, ID#9.28.19.132 Phase prir�i,F¢himaLlt� �j R Date Personal information you 09wittelmay be used for secondary'9, (Privacy Ltaw, s. 15.04 (1) (m)). q 2 Ze0 43 _ Property Owner a. �� " I Property Location Miller, Sam +, , - ")Nz F GovL Lc _ NE 1/4 NW 1k4 S 9 T 28 N R 19 W Pmpeq Owners Mailing Add ' r�t' J f ' Lot # Block # Subd. Name or CSW P.O. B ox 151 , ' .. / 19 Plat Of Miller' Orchard City State.. ZSp Code Phgne`Nwilw _j City _j Village ✓ Town Nearest Road Hudson l WI 1 5401 "(715) 386 - 2769 1 Troy i Bauer Road f/ New Construction Use: 0 Residential / Norman of bedrooms 4 Code derived design flow rate 600 GPD Replacernent J Public or commercial - Describe: Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommendations: Recommend installing 2 trenches at Tx 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 92.00'. Boring # _j Boring d Pit Ground Surface elev. 98.67 ft. Depth to limiting factor - > 128" in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W 'Eff#1 •Eff#2 1 0 -12 1Oyr3/2 none sl 2fsbk mvfr gs 2f 0.5 0.9 — --- - - - - -- - - -- - - -- - - - - -- - -- — 2 12 -25 1Oyr3/3 none sl 2 mv cs 1f 0.5 ✓ 0.9 3 25 -37 7.5yr416 none Is Osg ml cs - 0.7 1.2 ,, 4 37-64 1Oyr6/4 none IS Osg ml gs - rO.7 5 64 -128 1Oyr5/4 none s Osg ml - - 1.2 — — - - - -- - - -- — jP ❑ 2 Boring # B«; MJ Pit Ground Surface elev. 98.63 ft. Depth to limiting factor ">130 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rocs GPD /ft= *Eff#1 *E 1 0 -10 1Oyr3/2 none sl 2fsbk mvfr as 2f 0.5 0.9 2 10 -18 10yr414 none Is 1 msb mvfr cs 1 f 0.7 1.2 ✓ 3 18 -27 10yr5/4 none s Osg ml gs - 0.7 1.2 4 27 -130 1Oyr6 /4 none IS Osg ml - - 0.7 1.2 ✓ qz. o " Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BOD <30 mg/L and TSS <�0 mg/L CST Name (Please Print) Signal CST Number James K. Thompson 3602 Address AC.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Nurrteer 340 Paulson take Lane, Osceola, WI 54020 4/23/01 715- 248 -7767 1397 p O M iller, Sam p arce l ID # 040- 103 9-60-000, ID #9.28.19.132 Page 2 of 3 F3] &)ring # 6 Bourg - Pit Ground Surface step. 95.12 ft. Depth to limiting factor >122" in. Appl Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -14 1Oyr3/2 none sl 2fsb mvfr as 2f 70.7--, 0.9 ✓ 2 14 -23 1 Oyr4/3 none Is 1 msbk mvfr cs 1 f 1.2 ✓ 3 23 -36 1Oyr4 /4 n one s Osg ml gs - 0.7 v 1.2 ✓ 4 36 -57 1Oyr5 /4 none s Osg ml - - 0.7 ✓ 1.2 5 57 -122 10yr6 /4 none s Osg ml - - 0.7 ✓ 1.2 { 92.0 4] Boring # J Boring IM Pit Ground Surface elev. 92.50 ft. Depth to limiting factor > 128" in. Sal Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -18 1Oyr4/2 none sl 2 %bk mvfr gs 2f 0.5 ✓ 0.9 ✓ 2 18 -36 1 Oyr2 /1 none sl 2fsbk mvfr cs 1 f 0.5 0.9 ✓ 3 36-66 10yr3/3 none Is 1 msbk ml cs - 0.7 1.2 ✓ 4 66 -77 1Oyr4 /4 none s Osg ml gs - 0.7 r 1.2 ✓ 5 77 -105 7.5yr4/6 none s Osg MI cs - 0.7 12 ✓ 6 105 -128 10yr5/4 none s Osg ml - - 0.7 v 1.2 ✓ F- 51 Boring # .J Boring t Pit Ground Surface elm 91.37 ft. Depth to limiting factor ' > 120" in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDr *Eff#1 *Eff#2 1 0 -14 1Oyr3/2 non sl 2fsbk mvfr gs 2f 0.5 ✓ 0.9 ✓ 2 14 -32 1 Oyr3/3 none sl 2fsbk mvfr cs 1 f 0.5 0.9 ✓ 3 32-44 1Oyr4/3 n sl 2msbk mfr cs - 0.5 0.9 ✓ 4 44-60 1Oyr5/4 non Is Osg ml gs - 0.7 ✓ 1.2 ✓ 5 60 -79 1 Oyr5/6 none s O ml cs - 0.7- 1.2 ✓ 6 79 -120 1Oyr5/4 none s Osg ml - - 0.7 ✓ 1.2 ✓ * Effluent #1= BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS <-�0 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to acoess services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. �rlvp. WQ ease P9, 3 o�'3 w ■ o� c* O LA F U\ a n o O O G U � o � A A p w 1 r � 3 ■ Nb ■ � o w w D ,peg 1397 D 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) (o© Estimated Flow - Average (gpd) cD Septic Tank Capacity (gal) f - Z--:5 10 Soil Absorption Component Size (ft S3 ! FT Z Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) e cn Maximum Influent Particle Size (in) 1/8 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 Pe 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 se nd outlet filter shall be assessed at least once every 3 years by inspection. T e outle�filte sha ll be cl as nec t ensure proper operation. The filter cartridge should not be remove unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the 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 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. i r Thy s s Q s sfi� &S', FO I- e - B� /'OC e)l HO vs � �c < <s a arm Q w� Ap n � S� T a- /'aja /1�, of A bcr ✓S, e, � � S 1 0 Q /'�(� c o ►� d- Z,,?— S fl 3 <4, Zcn; 7 /S- 3 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION DORM O Mailing Address�x^� S/ Property Address ? lee) r9 ,0 (Verification required from Planning Department for new construedon) City/51t / �� S ®�`( Gtr / Parcel Identification Number 49 4 fO ° i F[:AL DESCRIffiON Town of Property Location %L.. =_ ' /•. Al U) '/•, Sec. �, T °� � N -R , T�G- �� �' /f � le--p Lot # �. �tbdivision — Cermed Survey Map # S 3 , Volume g Page # Warranty D # 3 Z Volume s S" Page # 3 Ines identifiable 9(yes 0 no Spec house yes 0 no Lot 1 .. Impeoper use and maintenance of your septic system could result in its premature failure to handle wastes, Proper maintenance consist of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What You put into the system can agest 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 masterplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less thin 1/3 Aril 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. Catification stating that your septic system has been maintained must be completed and retuned to the St. Croix County Zoning Office within 30 dam of the exp' 'o date. DATE SI APPLICANT F 6VWFT •4 V CERMMAMON i; 11we) certify that sit statements on this form are true to the best of ( our ) Deeds k n o wledge. I (we) am (are) the 6wnc (s) of ve, a of a warranty deed recorded in Regis ter o Z; 9P DATE SI A CANT ZS A Any information that is mis- represented may result in the sanitary pennik being revoked by the Zoning Department. •••••• i deed from the •' Include with this application: a stamped the survey map iif made in the warranty deed STATE BAR OF WISCONSIN FORM 7 - 1998 632796 TRUSTEE'S DEED KATHLEEN H. WALSH REGISTER OF DEEDS DuwmerxNumbs! VOL 1555 ST. CROIX CO., WI DANIEL S. SOLBERG AND KARLA J. SOLBERG RECEI FOR RECORD 11- 01'2000 1:30 AR TRUSTEES DEED as Trustee of EXEMPT 1 DANIEL S. SOLBERG AND KARLA J. SOLBERG REVOCABLE _ CERT COPY FEE: - �1ftU ATED APRIL 26. 000 TRANSFER E: FEE: 2110.30 RECORDING FEE: 10.00 for a valuable consideration conveys without warranty to PAGES: l SAM E. HILLER, A SINGLE PERSON Racrx" Ami Grantee. the following described real estate In ST . County 'Ni11e encl Return Address I I State of Wisconsin: SAN HILLER PART O F.THE N OF THE NWk AND THE SWk OF THE NWk AND THE HUDSON, W1 NA 54016 NEk OF THE NWk AND THE NWk OF THE NEk AND THE NWk OF THE SWk 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 _ ST CORNER OF 040 1038 60 040 - 1039 -60 -000 SAID SECTION 9, THENCE 500'50'54 "E ALONG THE WEST LINE OF 040 - 1039- 70 - Onn SAIDNIA 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID Fiercer Identftauon h.I w" I PIM SECTION 9; THENCE SOO'45 "E ALONG THE WEST LINE SWk OF SAID SECTION 9 150.31 FEET: THENCE 556 "E 70.00 FEET: THENCE N59 0 15'17 "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 N01'32'30.5 "W 101.78 TEET; THENCE N00 "E 569.05 FEET; THENCE 588'45'38 "W 250.00 FEET; THENCE N00 0 50'54 "W 350.92FEET; THENCE S88 ° 51'07 "W 512.29 FEET; THENCE N00 100.00 FEET; THENCE N88 ° 57'07 "E 250.31 FEET; THENCE NO3 ° 10'51 "E 202.31 FEET; THENCE N32 "W 95.25 FEET; THENCE NO2'24 "E 136.96 FEET; THENCE S87'�14'25 "E 198.63 FEET; THENCE SO1 ° 54'33 "W 149.41 FEET; THENCE N89'46'50 "E 148.76 FEET; THENCE S2 ° 27'16 "W 256.95 FEET; THENCE N88'57'07 "E 1065.55 FEET; THENCE N89 ° 12'30 "E 325.61 FEET; THENCE SOO ° 47'30 "E 10.00 FEET; THENCE N89'12'30 "E 554.46 FEET; THENCE NO1'23'32 "E 587.22 FEET; THENCE N55'31'03 "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 589'12'35 "W ALONG THE NORTH LINE OF THE NWk 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. Dated this 1 day of OCTOBER 2000 Liz &4 - J' I fv E'1•- (SEAL) `1 ° ` o 47 (SEAL) DANIEL S. SOLBER KA J. SOLBERG Tnaue Tna"e AUTHENTICATION ACKNOWLEDGMENT Signatures) State of Wisconsin, as. Count. P authenticated this des of �sp 1l before me this day of n� Y case Y (S hCJLA\bL.. the above named 1SL TITLE MEMBER STATE BAR OF WISCONSIN V U to (Ir not, me known to be the person - b - who executed the foregoing authorized by S706 06. Wis. Suits.) I strument and acknowledge the e THIS INSTRUMENT WAS DRAFTED BY e oZ6 HE YWOOD& CART, S.C. 204 LOCUST R'IR FT Smie Qf Wisconsin HUDSON, WI 54016 Notary Public. State of Wisconsin My commission is permanent. (If n t, state expiration date: (Signatures may be authenticated or acknowledged. Both are not 1 - A P (� ) necessary) • t:•nr, of t,arwro ,iymnll xt ury cap,tny mx. b tyPb a Pnn"rl blow tlrx Sigmtura. ........ TRUSTEE'S DEED STATE BAR OF WISCONSIN W,tcoatn Lpai bank Co. tic FORM No 7 - 1998 .a+wwa,. W„ 1 ,,O STATE BAR OF WISCONSIN FORM 7 - 1998 632796 TRUSTEE'S DEED KATHLEEN H. WALSH RGITER 00G~ Number VOL 1555PAGE323 ST. CROIXOCo., W1 DANIEL S. SOLBERG AND KARLA J. SOLBERG RECEIVER FOR RECDI111 11 -01 -2000 It30 AN TRUSTEES 10 as Trustee of EXERT 1 DANIEL S. SO AND KARLA J. SOLBERG REVOCABLE CENT COPY FEEL TRUST DATED APRIL , - COPY FEE: TRANSFER FEE: 2110.30 RECORDING FEE: 10.00 for a valludillile consideration conveys without warrant to PAGES: I E. MILLER. A SINGLE PERSON RocOrdM A va Grantee. _ ._ ............. the following described real estate In ST . County. Name 1110 Flexae AdOrae State of Wisconsin: SAM MILLER PART OF.'THE NWk OF THE NA AND THE SFik OF THE NWk AND THE P.O. BOX 151 HUDSON, WI 54016 NEk OF THE N* AND THE NA OF THE NEk AND THE NW% OF THE SWk 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 SOO'50 "E ALONG THE WEST LINE OF SAIDNWk 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID + bn ' SECTION 9; THENCE S00'45'32 "E ALONG THE WEIT LINE SWk OF SAID SECTION 9 150.31 FEET: THENCE S56 24'38 "E 70.00 FEET: THENCE N59 "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 N07'32 "W 101.78 'FEET; THENCE N00 "E 569.05 FEET; THENCE S88'45 11 W 250.00 FEET; THENCE N00'50'54 "W 350.92FEET; THENCE 588'57'07 "W 512.19 FEET; THENCE N00 100.00 FEET; THENCE N88 "E'250.31 FEET; THENCE NO3 "E 202.31 FEET; THENCE N32 "W 95.25 FEET; THENCE NO2 "E 136.96 FEET; THENCE S87 "E 198.63 FEET; THENCE SO1'54'33 "N 149.41 FEET; THENCE N89 "E 148.76 FEET; THENCE S2'27'16 "W 256.95 FEET; THENCE N88'57'07 "E 1065.55 FEET; THENCE N89'12'30 "E 325.61 FEET; THENCE S00'47'30 "E 10.00 FEET; THENCE N89'12'30 "E 554.46 FEET; THENCE NO1'23'32 "E 587.22 FEET; THENCE N55'31'03 "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 "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. :! Dated this day or OC TO BE R 2000 @L► ' (SEAL) � Ya J! (i lOwo r A( %��Fe (SEAL) 1 DANIEL S. SOLE KARLA J. SOLBERG '• nletee Thiside I AUTHENTICATION ACKNOWLEDGM"T SlgrtatlueW 1 State of Wisconsin, Ill came b me this day of 0 authenticated this day of the above reamed TITLE: MEMBER STATE BAR OF WISCONSIN v to (If not• me known to be the paw L who executed the foregoing authorized by 5708.06. Wes. Sots.) rument and acknowledge the e TNIS INSTRVMENT WAS DRAFTED BY H EYWOOD& CARL. S.C. 204 LOCU6T STRFFT _ S.W of WisCOAIs1r HU W 5 4 0 16 Notary Public. State of Wisconsin t My commission is permanent. Of nqt. veto expiration da (Signatures may be authenticated or acknowledged. Both am not 1 ) necessary) • r:•m,r a v"•wr •irwr M rn •w"+w mr V lyyw w paws two. leer •ipwwa . TRUSTEE'S DEED STATE EAR OF WISCONSIN wawon Low Iwo Co. wx FORM No. ) . 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".D%= Afros epep y l�� ` �Y �e ��Y 7 • I - I PE AS, FOUND 3 ALIMINUM (R �j MONUMENT NORTH 1/41 NORTH LINE NE 1/4 SECTION 9 SMP� CORNER SECTION 9 1 1 142.03' NORTH LINE NW 1/4 SECTION 9 2666.45' S89'12'35 "W 589'31'02 "W 430.26' _ -- 485.46' -- �� \� —LOT z o �9�� 122403 S ` ► �P's 141097 Sq. Ft. co q Ft. rj 3.24 Ac. 1 \ 2.81 Ac. N p 7 8 6 N. N.B. 113810 q. ft. 1 N.B. 118104 ft CIA .34' v 52 / ` s • 3 • E DRIVEWAY , �• »s.'3- s 63'49'23- E / 66' EASEMENT 3.16' * 'LOT 19 _ 33. i S '04'25" W / 3ti �'`'''�/ - LOTS 8- 238119 Sq. Ft. 139489 Sq. Ft. n^ s \ \ 5.47 Ac. A ° 3.20 AC. n/ J iT• \ N.B. 1.75 AC. / \\ I , �TEMPORARY CUL -DE -SAC IV p ' N.B. 76420 sq. ft. EASEMENT (REMOVE UPON $ 0 / ��'P NORTHERL EXTENSION OF /ti•� of \•''a,.\ ROAD) / `� \ \tea 0 HWE = 908.0 X1 P N.B. 2.1P Ad. \ p. a N.B. 104219 sq. fl. N d a9�\ \ \ •05? / / ' LOT 17 \ \ \ / = L. TT_ . �.\ > 13 v t \ 115586 y� q. Ft. \ \ \ \ 2.65 Ac. „O \\ 6 1 N.B. 1 1.23 AC. DRAINAGE �QS 1 1 N.B. 53 {89 sq. ft. I • �,� j 6 � Q I [ co �. m d • ' , o I DETAIL A 5 IiA 517.28' N 87'03'12 E NOT TO SCALE 10 1 ♦. b tH.65' _ Nab "'.`r LOT 16 5.52' 111 S 7 Ac., c 1 w 10.00' O 2.5 -� 1 1 � I N.B. 1'.09 A I 43 "33 IJDINT � L �e• N.B. 47487 s ft. 1 1 I 2 , / N N HIGHWAY SETBACK 4 8 c 1 use r 51 5.78' S / MIN. FILL 7910 3 Z AS PER WISCONSIN ADMINISTRATIVE CODE TRANS 233 NO IMPROVEMENTS OR Ft 1A I = ELEVAIION - 31 ". E STRUCTURES ARE ALLOWED BETWEEN THE RIGHT -OF -WAY AND THE SETBACK M FIN ISHED / N LINE IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO SIGNS, PARKING LOTS, ' I i FLOOR I DRAINAGE CV PARALLEL DRIVEWAYS, WELLS. SEPTIC SYSTEMS, DRAINAGE FACILITIES, ETC.. R I f� AC. I N N I N g�o.00' ELEVATION " � Dp BEING EXPRESSLY INTENDED THAT THESE RESTRICTIONS SHALL CONSTITUTE A sq. ft. a / LOT 15 ; Lr) RESTRICTION FOR THE BENEFIT OF THE PUBLIC ACCORDING TO SEC. 236.293, 1N v WISCONSIN STATUTES AND SHALL BE ENFORCEABLE BY THE DEPARTMENT OF r TRANSPORTATION. CONTACT THE WISCONSIN DEPARTMENT OF TRANSPORTATION 3 137900 Sq. Ft. FMZ DISTRICT OFFICE FOR INFORMATION. THE PHONE NUMBER MAYBE OBTAINED BY 3.17 AC. CONTACTING YOUR COUNTY HIGHWAY DEPARTMENT. E DETAIL A I / N.B. 1.01 AC. 1 N.B. — 4 N 89*1 493 q, 0" - - - - - - - - N 89'12'30' E 0 156' --- - - - - -_ "E 554.46' N89 30 E COUNTY HIGHWAY FF _ _ _T - - - - - - - - - 00'47'30 "E I I I , DRAFTED BY: JASON PAIJKNER SHEET 1 OF 3