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HomeMy WebLinkAbout020-1066-10-025Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety acid Building Division • INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) 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 Lownsbu ,Chris Hudson, Town of CST BM Elev: t Insp. BM Elev: BM D escription: nn TANK INFORMATION TYPE MANUFACTU~R r CAPACITY ~ ~ ~ ~~~.Q. f~ - f ~ 6..jj~~t' ier Septic ~ ~-~K S 12~ o Dosing _.~ - - ---- Aeration i ~ Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic r -~ r > l ~ ( ~ ~^ Dosing Aeration /" Holding f PUMP/SIPHON INFORMATION Manufacturer Demand Model Number , ~" ., TDH Lift Frictio System Head TDH Ft j i Forcemain Leng~ Dia. Dist. o SOIL A RPTION SYSTEM l~f Width I Length + DIMENSIONS ~ ~~.,~ SETBACK SYSTEM TO INFORMATION Type~~iiOf System: LP7r`.~ • " ~ v~ DISTRIBUTION SYSTEM ELEVATION DATA county: St. Croix Sanitary Permit No: 463438 0 State Plan ID No: Parcel Tax No: 020-1066-10-025 Section/Town/Range/Map No: 24.29.19.254A10 STATION BS HI Io4•o~ FS ELEV. Benchma .O~ O`'I. ti0 ~p ~ Alt. BM Bldg. Sewer SUHt Inlet ~,Z -1 ~ `'~/ ~! St/Ht Outlet g.13 / qs 5~ Dt Inlet Dt Bottom Header/Man. JD '~ 3 , ~~ / Dist. Pip i r to •b }~ , Bot. S tem Final Grade `~ ~~ .~ t St Cover ' p~ 9o t 1 ~~ ~ I • ~~ ~• O ~ WJt. ~ ENSIGNS INo. Of Pits Ilnside Dia. 2 BLDG WELL LAKE/STREAM LEACHING Manufact er: (n~ ` CHAMBER OR ~l oOt i t f~! ~ /~( UNIT Model Number: ~ I.O tl v 1 1 Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake P' Length Dia Length Dia Spacing SOIL COVER x Prwscura Svstams Anly YY Mound Or At-Grade Svstt3ms Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes ~ No ~ Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: `f01~'~/~ Inspection #2: "7--T~ Location: 846 Wyldwood Lane Hudson, WI 54016 (NE 1/4 SW 1/4 24 T29N R19W) NA Lot 1 Par(c~el No: 24.29.19.254A10 1.) Alt BM Description = 5 T• 4`^ ~- • ! di~cr c.~ S~ `--~ 2.) Bldg sewer length = S"~ ~ _ `n , t - amount of cover = t-~Z" .{- ~ CaD~^(` ~ ~ ' (O ~ - ~~ ~ ~D ~ t ' S~ y ~ Z • 2. Plan revision Required? ^ Yes ~No ~„~ (J 0 ~ ~ ~ +-7 ~~' / Use other side for additional information. / ~~ ___ ~ " T~ J ~-~o °-- SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM safety and f'iuilding Division INSPECTION REPORT GENERAL INFORMATION ~ (ATTACH TO PERMIT) 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 Lownsbur ,Chris Hudson, Town of CST BM Elev: Insp. BM Elev: ~ BM Description: TANK INFORMATION TYPE ~ MANUFACTURE ,/ f~ /~~+ ~1'f~/ CAPACITY Septic E~~:~.1.> :~•~.> 2.. ~ ~ Dosing ----._.. Aeration Holding TANK SETBACK INFORMAI9~IV TANK TO P/L WELL G. Vent to Air Intake ROAD Septic ~ ' ~, J T > !~ Dosing `~ Aeration Holding PUMPISIPHON INFORMATION Manufacturer Demand -. ,.--.."'----~'~~\ GPM System Head Dist. to W SOIL RPTION SYSTEM ENCH idth l Length No. Of Trenches DIME ~/\ SETBACK SYSTEM TO P/L -BLDG LL INFORMATION - TYpe~~ ~ r "~ r- ~ ~ S.Ur J MSTRIRIITInN SYSTF_M county: St. Croix Sanitary Permit No: 463438 0 State Plan ID No: Parcel Tax No: 020-1066-10-025 SectionlTown ange No. 25.2 .19.254A10 STATION BS .©~ HI FS ELEV. Benchmark « ~ 0'O~p r Alt. BM Bldg. Sewer St/Ht Inlet `] l' r « Z. St/Ht Outlet u 8.t3 Dt Inlet ~ Dt Bottom • Header/Ma , Dist. Pipe r rp•~l J /o• ~j ~ .~~ ?' Se Bot. System . ~ ~ •~t` Final Grade St Cov ~~ ~ 1~Z~~ :NSIONS No. Of TREAM LEACHING CHAMBER OR UNIT a. (Liquid Depth Number: Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) length Dia Length Dia Spacing C(111 C[)VFR ., o.e~e~..e c.,~.,,~ nnr., .... Mnnnrt nr A4.hraAa RvcfPms only '~. Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center BedlTrench es Topsoil Yes ! No (Yes No COMMENTS: (Include code discrepenc~persons present, etc.) Inspection #1: lJ~• ~,~~-~ (nspection #2:7 Ll ~- Location: 846 Wyldwood Lane Hudson, WI 54016 (NE 1/4 SW 1/4 25 T29N R19W) N ~ t 1 / Parcel No: .29.19.254A10 7 1.) Alt BM Description = ' ~ ~ ,f~ „ S ~M 2.) Bldg sewer length = ~ U -amount of cover= ~ ~~ ?31~, ~ '~ f I " ,~~Y ,- Plan revision Rfqurredtional in Yes ~aE] No i i ~ ~ _- - --- ~ --~----1 i__-- -- ~ -- Use other side or add formafion. ____1___.__ -~ ~ ~--` ' Date Insepctor's Signature Cert. No. SBD-6710 (R.3/97) ELEVATION DATA Ft ' Safety and Buildings Division County ~- ~ ~ 201 W. Washington Ave., P.O. Box 71 ( . ~ iseonsin Madison, ~ ' ~f ~Q (608 266-3 Sani ary Permit Number (to be filled in by Co.) Q. f C 3 3 uu Department o ommerce Sanitary Permit Applicat' 2 ~ 20~ State Plan .D. Number In accord with Comm 83.21, Wis. Adm. Code, personal infotmat e may be used for secondary purposes Privacy Law, s 15.04 ) T Proje Address (if different than mailing address) T. [. Application Information -Please Print All Information ~ QL~(„ ~ ' ~ ~~ V ~ `' Property Owner's Name Lot # ~ Block # Parcel # ~ ~ Property Owner's Mailing Address roperty Location 1, w ~ Section Z~ N ~ '/. ~~ '/. Ciry, State Zip Code Phone Number , , d~'~ (circle ) T .~T N; R~l~ol~ Type of Building (check all that apply) 5 rti `t. II , . ~I or 2 Family Dwelling - Number of Bedrooms '~~ C Number ~~~ ~ ~~o~ ~/ I ~ I~Y7 ^ Public/Commercial -Describe Use ^ State Owned - Describe Use ^Ciry_^Villagc l~l'ownship of-~i~~ III. Type of Permit: (Check only one box on line A. Complete line B if applicable) ~Z©- p - - OZ . ZS~ A. ~ Ncw System ^ Re lacemcnt S stem p y ^ Trcatment/Holdin Tank Rc lacemcnt Onl g p y ^ Other Modification to Existin S stem g Y B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to Ncw List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. T e of POWTS S stem: Check all that a I Non -Pressurized In-Ground ^ Mound >_ 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Pcat Fiitcr ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip me Gravel-less Pipc ^ Other (ex lain) V. Dis ersaVTreatment Area Information: Z Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispcr I Arca R uircd (sf) Dispersal Arca Pr posed sf) System Elevation ~aa . ~ 6's~ 8 ~a ~e H zr,~ VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units ~~ ~`-/C~ Concrete Constructed Glass New Existing ! /}y9 ~ ~ ~~ Tanks Tanks 1~.-~{•~~t1•.4M~ Septic or Holding Tank ~ 25 / ^ ~ 1. D or I- s C•~ 1` Aerobic Treatment Unit ~~ Dosing Chamber VII. Responsibility Statement- -, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Namc (Print) Plumber's Signature MP/M~P$$..~lumbcr Business Phone Number ~ Iw-~ Zz~ 2. 7ZZ-~ Plumber' Address (Street, Ciry, State, Zip Code) S~ ~ l ~ az7 ~. s~z,, 1 z~ z~ F h ~ VIII. Coun /De artment Use Onl ~Approvcd ^ Di ed Sanitary Permit Fcc ncludcs Groundwater S h F Datc Issued lssuin Agent Signature o Stamps) ~ ^ urc arge cc) ~ ~~ ,..~•~ I UJ O cas nisi ~ IX. Conditions o p rov 2 \ ~ a ' J) S t SYSTEM OWNER: ~ l~~~~ '- . ou 1 Septic tank, effluent filter and Yvan dispersal cell must all be serviced /maintained C.~ „0,~ ~~'~'R NLCa~~ er management plan provided by plumber. `~" as ~ V d ~~ p s1(1 i i t d ~ n a ne ~Q~ 2. All setback requirements must be ma as per applicable code/ordinances.. o,.- fpn.Q(~c S i Attach complete plans (to the County only) for the system on paper not less than 8tR x I t inches m stze ~~~ JOB n.., SBD-6398 (R. 01/03) ' TIMM EXCAVATING ' Route 1 Box 192 WILSON, WISCONSIN 54b27 (715) 772-3214 (715) 386-5443 MPRS #3224 WI MPCA #696 MN .-08 Ghrt~, l~~n s ~U~ i- BHEET NO. ~ OF CALCULATED 8Y "e ~ r „' w'~ DATE ~ 2 ~' - O CHECKED BY DATE . vl i ~ 50 _ ~ _. ;... ~' 4w PRODUCT 205.1~Inc., Groton, Man.0147t To Order PHONE TOLL FREE 1-806225.8380 ' TIMM EXCAVATING Route 1 Box 192 , WILSON, WISCONSIN 54027 (715) 772-3214 (715) 386-5443 MPRS #3224 WI MPCA #696 MN ~oB Ghr~ La~>7 s bU~ SHEET NO. / OF t~ CALCULATED BY `C ~ r K '~~ DATE / 2 ~ _ O CHECKED BY DATE .~ I -= 'S o _~_ V PRODUCT 2051 ~ Inc,Groton,Mass. 01471. TO Order PHONE TOLL FREE I-800-225E380 II ~ , Q . ~ ^ ~ ~ ` 1 ` ~~$~~ RE ~ EV LUA ION REPORT in acco dan with ComPn 85 Wis. Adm. Code De artment of Commerce P Division of Safety and Buildi gs APR 2 1 200 County Attach complete site plan on pa r n l~s~ ~i'piJNfi~rches n size. Plan must include, but not limited to: vertic I and point BM), direction and percent slope, scale or dimensi distance to nearest road. Parcel I.D. Please print all information. a .wed ,~y i Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ' Property Owner Property Location #2206 Page 1 of 3 Certified Soil Testing, LLC St. Croix 020-1066-10-000 Date ~a~-~ ~,u.P 2~, Lownsbury, Chris Govt. Lot NE1/4, SW1/4, S24, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM;i 846 Wyldwood Lane 1 CSM City _- State Zip Code Phone Number ~ City ~ Village ®Town Nearest Road Hudson WI 54016 Hudson Wyldwood Lane ~i New Construction Use: ®Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ^ Public or commercial -Describe: Parent material sandy/loamy outwash Flood plain elevation, if appl icable NA ft. General comments install "conventional" in-ground trench system (B-1 - B-2 - B-4 area) @ system and recommendations: elevation 96.8-92.6 w/ 0.7 gpd/sq ft loading Boring # Ground surface elev. 99.6 ft. Depth to limiting factor > 120 in. Soil Appli cation Rate Horizon Depth Dominant Color Texture Structure Consistence Boundary Roots GP Dfft' in. ~ Munsell I •Eff#1 •Eff#2 1 0-10 7.5YR 2.5/2 - sil 2 f sbk mvfr cs lm .6 .8 2 10-17 lOYR 3/3 - sil 1 f-m sbk mvfr gs if .4 .6 3 17-23 7.5YR 4/4 - sil 1 m sbk mvfr ~ gs if ®.4 .6 4 23-32 7.5YR 4/4 - sl 1 m sbk mvfr gs if .4 .7 5 32-51 7.5YR 4/4 - s 0 sg ml cs if .7 1.6 6 51-120 lOYR 4/4,5/4 - s 0 sg dl - - .7 1.6 cr~F- ~'2, • ~ ~' c 2 ^ v r~ ~ ~ Boring # th to limitin 100 2 ft De factor > 135 i d s f l G il A li ti S R t . . p g roun ur ace e ev. n. pp o ca on a e Horizon Depth I Dominant Color Texture Structure Consistence 8ouhdary Roots GPD/ti' in. Munsell 'Eff#T 'Eti#2 1 0-6 7.5YR 2.5/1 - sil 2 m gr mvfr cs im .6 .8 2 6-27 7.5YR 4/4 - sil 1 m sbk mvfr gs 1m .4 .6 3 27-36 7.5YR 4/4 - sl 1 m sbk mvfr cs im .4 .7 4 36-55 7.5YR 4/4 - s 0 sg ml cs lm .7 1.6 5 55-135 lOYR 4/4,5/4 - s 0 sg ml - - .7 1.6 ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mgr CST Name (Please Print) Signa re CST Number Henry F. Grote L 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave, Menomonie, WI 54751 4/12/2005 715-233-0398 ~~ SBD-8330 (R.07/00) Property Owner Lownsbury, Chris Parcel ID ft 020-1066-10-000 Page 2 of 3 Boring # ~i Boring ®Pit Ground surface elev. 98.9 ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPDIft~ in. Munsell Qu. Sz. Cont. Color I Gr. Sz, Sh. 'Eff#1 'Eff#2 1 0-76 sil I i ~i i - void this area; pit details no t recorded due to apparent extreme depth to sands I Boring # ~' Boring '~ Pit Ground surface elev. 100.6 ft. Depth to limiting factor > 144 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftT in. Munsell` Qu. Sz. Cont. Color Gr. Sz. Sh. •Etf#~ 'Eff#2 1 i 0-7 10YR 3/2 - sil 2 f sbk mvfr cs lm .6 ~ .8 2 ~ 7-14 lOYR 3/3 - sil 2 f sbk mvfr cs lm .6 .8 3 ~ 14-24 7.5YR 4/4 - sil 1 m sbk mvfr gs lm .4 .6 4 24-36 7.SYR 4/4 - sl 1 m sbk mvfr cs lm ~ .4 .7 5 36-56 7.5YR 4/4 - s 0 sg ml gs lm .7 1.6 6 56-144 lOYR 4/4,5/4 - s 0 sg dl - - .7 1.6 I ~ ^ Boring # -Boring i Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consisten- Boundary Roots GPDlft' in. Munsell. Qu. Sz. Coht. Color Gr. Sz. Sh, 'Eff#1 'Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L `Effluent #2 = BODS < 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 need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. St3o-s3;o (a o~ioo~ Certified Soil Testing, LLC - ~ ~ ~ ~~~~ L' o ~~5~ ~~ - ~~~o~- ~t~~ Lod `i t cA ~ ~t -S~ -z4-za-1~~ z4~,z~~ ~-~ ~ ~~ _~ ~ ~~ ~~ ~~ °z, 45 ~-~,. S, 4 s~~~ 4a g .z3 ~ -Z ~ ,z.~ ~;o~ta p~ ~- 1-,3 + -4 ~~a~~~ 0. g.a5 ( (~~~w . 1g1~C-((~~~~\ (off-O,(J~ s2..\ O.v ~'`'~~cXw.scar~G ~Q-.~C ~C.O~! O ~ \UX C _~ -~ y.,S 'T' A 4 ,~ flit' ~ o~ ~ t ~~~~ ~~ r ~ ~t,o't ~~ ~, z ~ ~A~~~o~ ~~L ~~~~~ ~.~ ~~~.~> ~ caQ~c~~ -~-~ ~~. ~~~ ~~ ~~3 Ala ~ ,q~ ~~ 4~ ' 3'' b ~ ~ a~~ ~~ 6^r ~~.~, z~, ~~` C5 ~. ~5 ~-°.~ ' ~ ' System Management Management of this system is critical. As a condition of approval of these plans this system management section must be rep iewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, Timm Excavating, 715-772-3214, or the St. Croy County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and [he level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1 If the septic tank is installed prior to sheet-rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. Install water-saving appliances whenever and wherever possible. ~ Repair even small water leaks as soon as possible. a vever pour grease or oil down any drain or stool. Garbage disposals are not recommended; if you must have one, use it sparingly. 6 `'o paper products other than tissue should go into the system. - do chemicals should go into the system. K avoid suree flows of water; try to spread laundry throughout the week. Maintenance The septic tank must be inspected every three years by a properly licensed person. I f necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. ~~ten the septic tank is pumped, any solids in the bottom of the pump tank must be pumped, and the filter must be back-washed into the septic tank to remove accumulated material. u Periodic observation pipe inspections should be made by the homeowner to examine the state of the in-situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6 The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or ratio days should pass before any necessary repairs can be made. a~ o~d compaction such as vehicle traffic within I S' down-slope of the adsorption system. ~ .-void disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. y Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. ! U Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. Contingency Plan L'v'astewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring ma. become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.4 i 2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and%or installation of additional treatment components or conversion to a holding tank may be necessary. ' Page 8 of 8 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AI4'~ OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address _ Property Address D ~~ (Verification City/State Parcel Identification Number ~j~o- /~~~p j0- lXX'~ LEGAL DESCRIPTION Property Location ~~ ~/,, ~ '/<, Sec. ~, T 2~ N-R~W, Town of ~ /G~j Subdivision Lot # ~ Certified Survey Map # ~~ ~Sb~ ,Volume ~ ,Page # 7,~61~ Warranty Deed # _ ~~ 30 ~o~ Volume o? 7/ Page # l ~l ro Spec house ^ yes ~ no Lot lines identifiable I,~' yes ^ no SYSTEM MAINTENANCE Improper 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 a$ect 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, journeymanplur~-ber, restrictedplumber or a licensedpumperverifying 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 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 De artment of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system ha~ been maintained must be completed and returned to the St. Croix County Zoning Offce within 30 days of the three year expiration date. IGNA OF APPLI j OWNER CERTIFICATI N I (we) certify that all statements on this form are true to the best of my (our) lmowledge the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. - ,, ..,.. ~` SIGNATURE O LI N '`~ l Zvi 65 DATE I (we) am (are) the owner(s) of T /~~/ DS DATE "**** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Depamnent. ****** from Planning Department for new ** Include with this application: a stamped warranty deed from the Register of Deeds office j a copy of the certified survey map if reference is made in the warranty deed .U. 2?19P 196 State Bar of Wisconsin Form 2-2003 WARRANTY DEED Document Number II Document Name THIS DEED, made between Stwen A. Jacobson and Laura A. Johnson. husband ("Grantor," whether one or more and Christouher M. Lownsbur ("Grantee," whether one or Grantor, for a valuable consider ion, conveys and warrants to Grantee the following described real estate, together w th the rents, profits, fixtures and other appurtenant interests, in St. Croix Coun ,State of Wisconsin ("Property") (if more space is needed, please attach addendtun)~ Part of the NE 1/4 of SW 1/4 of ~ection 24, Tow 29 North, Range 19 West, St. Croix County, Wisconsin desert ed as folio .Lot of Certified Survey Map filed June 10, 2004 in Vol. 18, Page 4769, Doc. No. 05. ?S 3066 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX CO., 1fI RECEIVED FOR RECORD 12/21 /20[34 10: ~AII MARRANTY DEED tfIEMPT # REC FEE: 11.80 TRAIiS FEE : 360.00 COPY FEE: CC FEE; PAGES: 1 Recording Area ~l Name and Return Address 020-1066-10-000 Parcel Identification Number (PII~ This is not homestead property. (is) (is not) Exceptions to warranties: Easements, restrictions and rights-of-way of record, if any. Dated 12 / 17 / 04 (SEAL * (SEAL * AUTHENTICe~TION Signature(s) authenticated on __ _ _ ____ * STATE OF //~~ ~ ~~~~ ~ ) ss. 5 f . ~! l)C COUNTY ) TITLE: MEMBER STATE BA OF WISCONSIN Personally came before me on DECEMBER 17 . 2004 (If not, the above-named Steven A. Jacobson and Laura A. Jacobson. authorized by Wis. Stat. § 706.06) husband and wife to me known to be the person(s) who executed the foregoing THIS INSTRUMENT DRAFTEL- B'i': C instrtunent and acknowledged tl~ sam,e:' ,.•~ , ~~ / Attorney Kristine Ot?land < <~--~ ~' i~ ~ .''~.~ G_~;.-,rte •1,. Hudson, WI 54016 ; i _ * ~ Not Public, State of ` My Commission (is permanent) (expires:,/, d ~ /.~' = h~~) (S gaatures.dli[gbe'autheattcated or acknowledged. Both are not necessary.) NOTE: THIS [S A STAN1~A1tD FOYtM: ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED a 2003 STATE BAR OF WISCONSIN FORM N0.2-2003 " Type name below signatures. INFO-PRO^' Legal Forrns B00-655.2021 www.infoproforms.com ACKNOWLEDGMENT CERTIFIED SURVEY MAP LOCATED !N PART OF TH~ NE1/4 OF THE SW1/4 AND !N PART OF THE SE9/4 OF THE SW7/4 OF SECTION 2Q, T29N, R19W, TOWN OF HUDSON, ST. CROlX COUNTY, PREPARED FOR: WISCONSIN. SURVEYOR: z STEVE & LAURA JACOBSON DOUGLAS J. ZAHLER ~ w ~? 846 BADLANDS ROAD S & N LAND SURVEYING, INC. ~ rv w HUDSON. WI 54016 ~„E(~iEND 2920 ENLOE STREET O ~ r~i HUDSON, WI 54016 OF w~S v p ~ r FOUNiD 1" OUTSIDE DIAMETER IRON PIPE P.<<G Cpy ~ ~ ~ ~ SET 1" OUTSIDE DIAMETER 8Y 18" ~ j DOUGLAS J. ~~ w ~ ~ ~" ; o i LONGi, IRON PIPE, WEIGHING 1.13 LBS. ZAHL.ER 2 w r m ~o I ° ; PER ~,INEAR FOOT ~ S_21 * m ¢ o I'~ I ® FOUNb 2" OUTSIDE DIAMETER IRON PIPE H S ~ a w° ~ ~ ~' ~ ( ) PREV40USLY RECORDED DATA ~ w ~ I ~ I Z ~ _, ~ I ~ = ~/ ~f I N89°2733"E 1320.00' ----- ~~~ 33~ 33' ~~ i 787.34' w 66.00' ~ '~ 466.66' (466.61') ~` ;~ ~ C 1 ~ "' g ~ ~ R=233.00' ~ ~ ~ _~ C7 \ a=59°54'49" ~t ~ I 0 g 33' 33' ~ \ CH.B=S60°35'02.5`E ~t ~ i o I \ i ~~ C ~ \ CH.L=232.70' ~ ['~ ~O j ' ~ ~ v \ ~ ~ ~ ARC L=243.65' ~ ~ I I \~ ~ 3' \ .~ TAN. IN=N89°2T33"E I I~ I ~,ti N o III \\ TAN. OUT=S30°3T38"E 1 as ~ ~ I _crvg ¢,° f \ ~ ~1i~I ~~ Z. I~' c4 \ ~ ~~ LOT '1 ~~~~ CS Z ~ ~ R =167.00' ~'~ ~'r' ; I R=233.00' 0=59°54'49" ~ ~ u,, C2 Zw ` ~ R=167.00' cRi WI o=a2°41'13" i CH.B=N60°35'02.5'W ~ n=59°01'53^ ~ ZI CH.B=N20°48'09.5"E CH.L=166.78' \ ~ Q~ Npf CH.8=S60°08'34.5"E "t CH.L=169.60' ~ ~ ARC L=174.63' ARC L=173.59' ~ ~ TAN. IN=N30°3738"W ~~ ~~ ~ 0 'N-, CH.L=164.55' ~I TAN. IN=N42°08'46"E /iq / TAN. OUT=S89°2T33"W ~ ~, O ARC L=172.06' 01 TAN. OUT=N00°32'27"W U \ 9i \ TAN. IN=S30°3738"E /~ /.~ ' \ c'-a ~~ ~ TAN. OUT=S89°39'31"E _ ~I ~ 01 / ~, ~ JI N r I ~ ~ I ~Q / C3 \ ~ i r l R=233.00' \ 3 ~~ '~' •' 0=59°01'53" ~ ~. ~ ~ ~ ~ p~' CH.6=N60°OS'34.5"W ~` ~~ `~ po`L CH.L=229.58' ~ ~- . ,_ ;4i ARC L=240.06' ~ 7 q ~~_ r; TAN. IN=N89°39'31"W SEE DETAIL ~ f!! I TAN. OUT= N30°3T38"W BELOW 1 ti~ o f ~ NOT TO SCALE CI ~i ~ ti ~,----------- -----_ ~I ~I C ~ ~ ~ ~, ' ~ \ ~ F~OO~ ~L.A EOOD ~i al ~I OI LOT 4 w, ~ LOT 2 C3 ~ ; ~I ~I ~ ' ~~ S89°39'31"E~c~ ~ ~ I i ~`~ LOT 2 0.67' ~- ~/ T ->Y_EXISTING ------------ ----"~ 1, ~ FENCE i ~ i i 307.47<--'~ ~ S85°i0'41"W 470?1' ~ ~ THIS INSTRUMENT GRAFTED BY: BRIf+~NA GEISSINGER SCALE IN FEET 1 ~~ = 100' 15.1'-~~ JOB NO. 6288-01 DATE: 07/01/2003 REVISED 06/04/2004 ' l OO o 10o SHEET 2 OF 4 SHEETS Vo1.18 Page 4769 i ~, h ' ~ ~ '76550'5 VOL ~ 8 PAGE 4769 ' KATHCEEA H. ' REGISTER OF DEEDS ST° CROIX GD. MI 06/ 10% 2004~11~E15AlD1 CERT~lFIED SURVEY MAP CERTIFIED SURVEY 1tAP LOCATED IN PART OF THL NE1/4 OF THE SW1/4 AND IN PART OF THE SE1/4 OF THE REC FEE: 17.00 COPY FEE: 5.00 SW1/4 OF SECTION 241, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, PAGES: 4 PREPARED FOR: ~ W/SCONS/N. STEVE & LAURA JACOBSON LOT AREA TABLE 846 BADLANDS ROAD FT Lot ACRES SO HUDSON, WI 54016 . . ' LOT 1 2.03 8$,378 SURVEYOR: I LOT 2 2.62 114,136 LOT 3 3.00 130,535 DOUGLAS J. 71aHLER LOT 4 29.98 1,306,040 `~ ~ S & N LAND SURVEYING, INC. 2920 ENLOE STREET 'i 4~~ p~4 0~ HUDSON, WI 54016 _ _ Qy, ' ~~aaa~c~ oaa ~ .,~ NW CORNER ~~~ ~ _ - i-- ~ OF THE NE114 N89° 33" 5297.16' ~' ~ OF THE S 1/4 ~ ~ J~ i~ ~ OF SECTI~N 24 N89°2T33"E 1320.00 EAST-WEST 1/4 LINE ' 1320.00' WEST 1/4 CORNER OF SEC. 24 I I I ~~o~ ~i~ ~~~~ to I ~ dl~, o I ~ I ~i~i ~ I I ~I~I i I ~ I r Z ~I ~ 0o I I tt~~ I O N ~Iw'c%IiI I N LL' ILL ~ ~OOI 00 ~ ~ NI alrw~ I ol~l-~ al ' 787.3787.34' j E- Slf_QgIKL10iUINIR'M' .... • ~ --^-~II~IlolMtl'IMks'GorttmMae o z ` .Jll/Alr ~' 0 '~~ '' v '~ ml.arw~rdl>r~ulme • 3 Z ~ I t11W1 _ StIESHEET 2 OF 3 N SHEETS FOR LOT DIMENSIONS ~XISTING GRAVEL DRIVEWAY ---_', I NORTH 1/4 CORNER OF SEC 24 w w r=- U . ~ I i R ., p~ ` 1 `~ O° o ~ ~ ~ ~„ ' i i ~ ~I ~~ •~ . ;~ LOT n • ••••• ~ . ~ ~~ i ~• - LOT 2 \: NORTH LINE ~ _ OF LOT 3, CSM ° LOTI 4 HOUSE ~ /' VOL 3, PG 658 c~ 4 ~~ _EXISTING FENCE SEPTIC VENTS^-L.,s 1 ~~ ~ 1'± SOUTH OF ~-WELL ~~ pROPERTY LINE Q O I ~ I al d~ w ~ ~ l~~ f ~I~I G7W ~ ~iai z 3 `c'~ ~ c¢ N ~ ~ ~ ~ ~ z J --` W I I I ~~ 2657.16' EAST 1/4 CORNER OF SEC. 2a 4Gu]C~ G~dG14 OO G~ _ ~dDM~100D n ~ -------------- I ~i l ~_ o-~- WYLD]LiIQQ~.AN€ w r_ ~ °' Mf~]G?[~La~C~D I ~ ~d/QM©~3 O~(~f~D [347 04GJI~G3~ -~---EXISTING FENCE 1" IRON PIPE FOUND ~- S87°59'52"E 15.25' FROM SET 1' IRON PIPE SOUTH PROPOSED ROAD PER^~_~ CSM VOL. 3, PG. 658 ~ R O i LINE OF ~ 166' jp~ ~~` _---I N89°24'19"W NE1/4 OF WEST LINE OF LOT 3--_~~ "'I ~' ~ ~ ' I 1~ ~~EXISTING 305.63 _ THE SW1/4 EXISTING FENCE -'-~"' 589°24'E 321.00') / /- I ~j+` FENCE 1'± ~I OF SEC. 24 ', ^-_2.5'~ NORTH OF I ~ ~ ST OF $~ ~~ `~ ~ NORTH INE j PROPERTY LINE j ~• PROPERTY,°_. ~ ~ ~~ i OFLOT~~.1~~1! [SHED 1 _ ~ LINE. `O I ~~ O ~Jo LAJIJGG,~O~ V OLSo G5 pC~o 4~0 ~ NOO°00'49"E i 183.80'=.~ I ~ ~ (N~RTN) I ~,~, $A~ oF~ , A5 58~93~ ~S SCALE IN FEET 1" = 300' 300 O ~ 300 THIS INSTRUMENT DRAFTED BY: BFitl14NA GEISSINGER JOB NO. 6288-01 DATE: 07/01/2003'REVISED:O6/04/2004 1 ~g~' ~~ 0 ~~o , ~ ~ 66' ' i i ~ SOUTH 1/4 ;~ CORNER OF SEC. 24 •~ LEGEND FOUND ALUMINUM ST. CROIX COUNTY SECTION CORNER MONUMENT • FOUND 1" OUTSIDE DIAMETER IRON PIPE ~ SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT ' • • • • • • ROADWAY SETBACK LINE {50' FROM RIGHT-OF-WAY) - ' - 12' WIDE UTILITY EASEMENT m FOUND 3/4" REROD ® FOUND 2" OUTSIDE DIAMETER IRON PIPE ~ FOUND 1-1/4" OUTSIDE DIAMETER IRON PIPE ( ) PREVIOUSLY RECORDED DATA SHEET 1 OF 4 SHEETS ~ (~ Vl Q T, ~ n I O c .~ o ~ O ~ ~ 3 ~ ~ ~ ° `°- c ~ ~ o~ ~ ~ :: ~~ I '0 Z ~ N o ° rn ~ c~ N ~ ~ a c ~ ~ W O CO ~ J I ~. 0 ~ Q ~ ~ N ~ 7 I n O ~ v b N N y J ~. O ~ ~ ~ N D. I cn D C. ~ W ~ I n _c .~ c ~ N I ~ a I ~ c°i+ coo N ~ c 3 c _ C ~ ~ ~ ~ y ~ 0 ~ SS y ~ ~ ~ ~ Z 3 s ~ I ~ ~ v v v ° ~ o ~ I ~S c u ~ ~=~~ ~ °' m ~ ~ ~ ~ ~ .. .. o I ~ I D m O ~ ~ s ~ ~ I ~ ~ ~ ~ ~ m c . C y N a I m AZ i ~ a ~ T ,~.. fl. A' ~ 7 .. I Z ~ N m a I W ~ ago ~ ~Z O ~ ~ ~ I c :: cn co ~ I y ~ ~ Z ~P ~ ? O Q ~ y ~ a n . G Z O n' ~ y N C I ma~o a a .. I ~~ ~ ~ I ~ m o ~ a ~ o , I ~ ~~, . I awo a _ 0 ~ d ar p ~ a o. I o o ~ I ~ ~ ~ ~~ ~ a ~ .. ~ ~ I ~ ~ o I ~ I O O I °o o- _ Parcel #: 020 106 _ _ 09!28/2005 08:31 AM 10 025 PAGE 1 OF 1 Alt. Parcel #: 24.29.19. 254A-10 020 -TOWN OF HUDSON Current !_Xj ~~ ST. CROIX COUNTY, WISCONSIN Creation Date Historica l Date Map # Sales Area Application # Permit # Permit Type 06/10/2004 00 0 Tax Address: Owner(s): O =Current Owner, C =Current CaOwner ' O - LOWNSBURY, CHRISTOPHER M & EMILY E CHRISTOPHER M & EMIL Y E LOWNSBURY 11841 85TH PL W MAPLE GROVE MN 5536 Districts: S =School SP =Special Property Address(es): * =Primary Type Dist # Descriptio n SC 2611 SCH D OF HUDSON SP 1700 WITC ~~ Legal Description: Acres: 2.030 Plat: 4769-CSM 18-4769 020-04 SEC 24 T29N R19W PT N ~ SW CSM 18-4769 Block/Condo Bldg: LOT 1 LOT 1 (2.03 AC) Tract(s): (Sec-Twn-Rng 401!4 1601!4) 24-29N-19W Notes: ' Parcel Histo -s GU ate oc # Vol/Page Type 1120 783066 2719/196 WD 06/1 04 765505 18/4769 CSM 07/23!1997 2000/329 WD 07/23/1997 955!586 more... ~nn~ ci ~inninneQV I Bill #: Fair Market Value: Assessed with: - ---- --•-••-•- -• - • ~ 0 \ Valuations: Last Changed: 03/09/2005 Description Class Acres Land Improve Total State Reason Totais for 2005: General roperty 0.000 0 0 0 W odland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code , Category Amount Special Assessments Special Charges Delinquent Charges 0.00 0.00 0.00 p f#d~~d~ ,L MAR ~ 6 205 y~ CERTI LOCATED IN PART OF THE N! SW>/4 OF SECTION 24, T~ PREPARED FOR: STEVE 8, LAURA JACOBSON 846 BADLANDS ROAD HuosvN, wl saols tEGE 0~~1 (~ 1 ~ 1 ~I01 d~~ 1 ~{~1 a; ~1~ 787.34' w ~ FOUNp ' ~ SET 1" 1 LONG IR PER LINI ® FOUND ( ) PREVIOU / O~/,~I/ ~r~,~f ~~ ~ 33'' ~~ / \/ ~~ ~~~uuu~ N ~ ' ~g S`~o I ~~ g ; C5 R=233.04 D=42°41'13" ' CH.B=N20°48'09.5"E CH.L=169.60' ~ / ~ ARC L=173.59' / T ° ' " / AN. IN=N42 08 4 6 y E / TAN. OUT=N00°32'27"W(V f i i ~ i . ~ ~~ / ~ 1 ~ ,~' , ~ LOT ~,m ~ A ~ LOT 4 '!ED SURVEY MAP 1 /4 OF THE SW 1 /4 AND IN PART OF THE SE1/4 OF 7 9N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WiSCONS/N. SURVEYOR: DOUGLAS J. ZAHLER S & N LAND SURVEYING, INC. VD 2920 ENLOE STREET s~ HUDSON, wl 54016 O~ w/S " OUTSIDE DIAMETER IRON PIPE ,<<fi C~ 1UTSIDE DIAMETER 8Y 18" yP DOUGLAS J. y~Z )N PIPE, WEIGHING 1.13 LBS. ~ ZAHl.E1i :AR FOOT S-21 " OUTSIDE DIAMETER IRON PIPE H'ms 3LY RECORDED DATA ~y ~'GOL G°PL~La4 O(~ ~M[~G°30©C~C 0~0 N89°27'33"E 132.00' -- ~ ` C1 ~ ~ ~ ~ R=233.00' ' " ° ~ 0=59 54 49 \ ' ° ` CH.B=S60 02.5 E ~~ 35 ~~ \ CH.L=232.74 \ C9 \~ ~ ~\ ARC L=243.65' ' \ ~ TAN. IN=N89°27'33"E ~ TAN.OUT=S3p°3738"E \ c4 \ R ¢ 187.00' ~ ~\ LOT 1 0=59°54'49" ~ ~ C2 CH.B=N60°35'02.5"W y ~ R=167.od ~ CH.L=168.78' ARC L=174 63' Q F~ G=59°01'53" ~ a CH.B=S60°08'34.5"E . TAN. IN=N30°3T38'W y '~y O '~ CH.L=184.55' TAN. OUT=S89°27'33"W ARC L=172.06' 'yj, N \ 0 \ Dj TAN !N=S30°3T38"E \ . ~~' 3 TAN OUT S89°39'31"E - ~ . = ~ \ s ~~ ~ ~ g 3~ \ \ t ~ ~c\ \ \`\ ' ~ \ ~ C3 \ R=233.04 \ \ ~ e~' ~ \ 0=59°01'53" CH.8=N80°08'34.5"W ~ ~ ~ ~~ o~' CH.L=229.58' \ -~ ~ ARC L=240.06' ~ -- SEE DETAIL TAN. IN=N89°39'31 ~ ~ ~'~ ~ TAN. OUT=N30°37'38"W ~ BELOW = DETAIL ' NOT TO SCALE ------ ---- ..~ 8 ~~ ~ . ` ~ ~ i ~ ~OO Y,(1(IAWOOD ~i t- \ p LANE ` LOT 2 ~ " 1 C3 F ~~ S89°39'31 "E~c ~ ~ ~~ LOT 2 0.67' 885°1da1"W a70.a1' THIS INSTRUMENT DRAFTED BY: BRIANAI GEISSINGER SCALE IN FEET 1 " = 100' J08 NO. 6288-01 DATE: 07/01/2003 REVISE0:06/04/2004 I ~ 00 ~ ~ 00 Voi . ~ 8 Page 4769 3o7.ar ,~`~! --~ 15.1's Nod ~w ~Q~ =gzg ~0CU7 LL m s o Sao _~ y(Q~-~ '~ W N "~\ ~ 10° 1 \ ~I©j \ a~Q 1 i i~l~l I d y l I ~ 1 ~I~1 [~ l 1 t I I rl I 0~ 31 T w ,~_ s ~~ c5 r ~~ c~+ r i'-$T y ~ QI I ~I ~i ~I f~i~l ~I ~I ~I ~I ~~ ~~ a~ ~I of °o I,~ai Oil ~~.~ _EXISTING ~ FENCE SHEET 2 OF 4 SHEETS N • N .o . i~, • • h. ~6°SS~S m i CERTIFIED SURVEY MAP 40CATED 1N PART OF THE NE1/4 OF THE SW7/4 AND 1N PART OF THE SE1/4 OF THE SW1/4 OF SECTION 24, T29N, R19W, TOWN OF HUDSON, ST. CRO1X COUNTY, WISCONSIN. PREPARED FOR: STEVE & LAURA JACOBSON LOT AREA TABLE 846 BADLANDS ROAD Lot IJF ACRES SO. FT. HUDSON, WI 54016 LOT 1 2.03 88,378 SURVEYOR: LOT 2 2.62 114,139 LOT 3 3.00 130, 535 DOUGLAS J. ZAHLER LOT 4 29.98 1,308,040 `~ ~ S & N LAND SURVEYING, INC. 2920 ENLOE STREET [~ P[~Q4 OG~ 4( "l HUDSON. WI 54016 r i ~aaooc~c aao $~" .~ ~~ __ ~ ~~ NW CORNER ~~ __ - i-- OF THENEi/4 3" 5297.16' N89° ~' ~ !~ i / ~ OF THE SW1/4 OF SECTION 24 N88°2T33•E 13x0.00' EAST-WEST 1/4 LINE ' 1320.00' WEST 1/4 CORNER OF SEC. 24 ~~ ~~o a~~1 I Q I 10 1 ~ ~ 1 ~ I I ~ I In~^ I r ~ I a Ivv I i I ~ i _ a - ~; r 00 1 ~ o Nl 1 1 CJ °jw vwi{ I ~ ~' o I p ~) Iw- 00 ~ = 2{ ~; ~ ~{ O° i~ { 9; ~ 787.34' APPROVED slr:awurxooawwn'>r ~"-~ 1A~1741i1cf'COmmIK00 ' .Y(IN 1 Q ~4 Q xwx N w LL U ~ Qllk`elmce.lo..d.~lwi~t~omf~s~c,r ~ -~•~~~y,~ ~un~ z r !nWl - SEt SHEET 2 OF 3 ~ SHEETS FOR LOT DIMENSIONS EXISTING GRAVEL DRIVEWAY ~--~ LOT 4 SOUTH LINE OF NEl/4 OF _THE SW1/4 OF SEC. 24 NORTH LINE - OF LOT 2~ HOUSE ~ ~` SEPTIC VENTS- •-a i_V~ELL PROPOSED ROAD PERK`-~ -~ CSM VOL. 3 PG. 658 i I~-r VOL ~ 8 PAGE 4769 KATRCEEIf N. REGISTER OF DEEDS ST. CROIX CO. MI RECEIVED FOR jiECORD 06/10/2004 11si5AM CERTIFIED SURVEY riAP REC FEES 17.00 COPY FEE: 5.00 PAGE5s 4 NORTH 1 /4 CORNER OF ,SEG 24 z w O N ~ ~ ~ ~+ . s I I ` . o~`~ ~ O w~Z Z ~~~~ °`~~ w~~ ~) ~~ - g~~~ LOT 2 NORTH LINE _ OF LOT 3. CSM ' VOL 3, PG 658 1'± SOUTH OF PROPERTY LINE v~ I ~ I ¢ ~ ~O °d i o~~' i ~" o 0 ~ ~~ai ~~~ I ? I I r ~ ~ 1~ I ~ ~ N O I I -•--~ z I ~~ J .~/~~ - ~ 2657.16' Y v ~- EAST ~/4 GORNER OF SEC. 24 4W ~ pl~Q4 QOl~ ~L~DI~IOOD m -------------- ~I o-~- wViDgrQQr~~.AN~ ~_W ~' ~ MLrJPL~,CQ44GD I ~ ~C~CaMD~3 O~C~ryryC~LD Q~ ~~~~I~i° c~J ----_ •~= EXISTING FENCE 1"IRON PIPE FOUND ~ 587°58'52"E 15.25' ! FROM SET 1' IRON PIPE ' ~ I ss' ~~ e~~_=-= t ~ N88°24'18"W WEST LINE OF LOT 3--. ~ 'j ti ~~EXISTING \ 3O8•S3' EXISTING FENCE ~--'~ '- ~~. FENCE 1'~ (S88°24'E 321.00') . _ 2.5's NORTH OF I y ~ ~ ~ PROPERTY LINE I !:~ WEST OF o~ SHED I p~0 PROPERTY. ~ ~ ~~~' I at LINE I N00°00'49"E ~ ~O4 ~ { 183.80'=. { ~ ~ (NQRTH) //~ y g`5.~~~ Z- o ss' $ 4~'° 6~ ~~ / ~' i _~ ~ SOUTH 1/a %yl CORNER OF SEC. 24 ,~ LE6END FOUND ALUMINUM ST. CROIX COUNTY SECTION CORNER MONUMENT • FOUND 1" OUTSIDE DIAMETER IRON PIPE (~ SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT ••••••••-•••-•••• ROADWAY SETBACK LINE _ r'" I ~ '° (50' FROM RIGHT-OF-WAY) Lti tl ~ v+ w ~~ "~ - -: - `- • - QJ 12' WIDE UTILITY EASEMENT FOUND 3/4" RERO SCALE tIV FEET T ~~ D 300 uA~ ~ `+ ~I '~ V `r • FOUND 2" OUTSIDE DIAMETER IRON PIPE 0 0 - ~ FOUND 1-1/4" OUTSIDE DIAMETER IRON PIPE THIS INSTRUMENT DRAFTED BY: IA I~{""'^^-°^_^_ e ' ( ) ~_:: PREVIOUSLY RECORDED DATA JOB NO. 6288-01 DATE: 07/01/2 3 REVIS s ay?:~ ~ t SHEET 1 OF 4 SHEETS -m _- ,-tl- -. Page 4769 • • ~~~ • 1 I .'~\ \~ LOT 1 ~% / • LOT 3 ~ `i~`~~/