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024-1049-05-000 (2)
Parcel 024-1049-05-000 03/26/2012 08:52 AM PAGE 1 OF 1 Alt. Parcel M 21.28.17.307 024 - TOWN OF PLEASANT VALLEY Current OX ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 01/26/2005 02 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - PENNY, MICHAEL R & MARCIA E MICHAEL R & MARCIA E PENNY W7885 810TH AVE RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): Type Dist # Description " 282 CTY RD T I G SC 0231 SCH D BALDWIN-WDVILLEQO( ,^^~~"S~Qrn S SP 1700 WITC / il~-~ O Legal Description: Acres: 5.010 Plat: 10-049-PLEASANT HILLS LOTS 5/6 024-05 SEC 21 T28N R17W PT NE NE PLEASANT HILLS Block/Condo Bldg: LOT 005 LOT 5 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 21-28N-17W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 07/02/2010 918585 07/02/2010 918584 SD 05/05/2009 894777 08/25/2005 804499 2674/527 more... 2012 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/05/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.010 19,700 0 19,700 NO Totals for 2012: General Property 5.010 19,700 0 19,7000 Woodland 0.000 0 Totals for 2011: General Property 5.010 19,700 0 19,7000 Woodland 0.000 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 03/26/2012 08:52 AM Parcel 024-1049-06-000 PAGE 1 OF 1 Alt. Parcel M 21.28.17.308 024 - TOWN OF PLEASANT VALLEY ST. CROIX COUNTY, WISCONSIN Current A-1 Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 01/26/2005 02 0 Owner(s): O = Current Owner, C = Current Co-Owner Tax Address: O - PENNY, MICHAEL R & MARCIA E MICHAEL R & MARCIA E PENNY W7885 810TH AVE RIVER FALLS WI 54022 * =Primary Districts: SC = School SP = Special Property Address(es): Type Dist # Description ` 276 CTY RD T SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Legal Description: Acres: 5.000 Plat: 10-049-PLEASANT HILLS LOTS 5/6 024-05 SEC 21 T28N R17W PT NE NE PLEASANT HILLS Block/Condo Bldg: LOT 006 LOT 6 Tract(s): (Sec-Twn-Rng 401/4 160 1/4 21-28N-17W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 07/02/2010 918585 WD 05/05/2009 894777 SD 08/25/2005 804499 2674/527 WD 01/26/2005 785871 10/049 PLAT more... 2012 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/05/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 19,700 0 19,700 NO Totals for 2012: General Property 5.000 19,700 0 19,7000 Woodland 0.000 0 Totals for 2011: General Property 5.000 19,700 0 19,7000 Woodland 0.000 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges 00 Delinquent Charges 00 Total 0.00 ST CROIX COUNTY P ING & ZONING April 12, 2012 Kurt & Elizabeth Christensen 847 Wyldwood Lane Hudson, WI 54016 RE: Original soil reports for Rolling Meadows Farm and Pleasant Hills subdivisions Dear Kurt and Elizabeth: Code Administration It has come to our attention that no original soil and site evaluation reports are on file with our office 715-386-4680 for the lots created in the above two subdivision plats. You submitted copies of these reports to comply with the county Land Division ordinance, but failed to submit the original reports in 2004 and Landlnformad'on & 2005. The Wisconsin sanitary code, DSPS 385.40(1) requires that "A soil evaluation report shall be planning prepared and submitted to the governmental unit having jurisdiction upon the completion of the 715-386-4674 evaluation and associated report form." These original reports and their associated state-approved interpretive determinations have never been submitted to St. Croix County for review and approval for use in the design of mound Private On-site Wastewater Treatment Systems (POWTS). Real Property 715-386-4677 All the lots on these subdivisions require a mound design POWTS and three must have individual Recycling site designs due to the soil conditions identified by your certified soil tester, Eli Gottfried, in 2004 and 715-396-4675 2005. Sanitary permit applications cannot be reviewed and approved by zoning staff without the original, CST-signed soil report submitted with its required $30.00 review fee. I discussed this situation with both you and Eli back in 2010 (see attached e-mail correspondence) and again recently when the current owner of lots 5 and 6 of Pleasant Hills subdivision inquired about obtaining sanitary permits for those properties. The St. Croix County Sanitary Ordinance, Chapter 12.2.A.1.b. states "A Soil and Site Evaluation Report, signed as original by the Certified Soil Tester (CST) conducting the evaluation, must be submitted to the Planning and Zoning Department." We have consistently enforced this section of our county ordinance and do not accept unsigned reports or copies/faxes even if they have been signed. Only original reports with paid fees are reviewed by staff and approved for use to design and install POWTS. If you are unable to locate the soil reports, you should check to see if Eli is willing (and able) to reproduce the reports and sign the duplicates as "originals" for these lots and then submit them with the review fees. We appreciate your cooperation in resolving this county code violation as soon as possible. Pam Quinn, ' oning Specialist 3/I Z _ 4/~-f A-,&J Enclosure _k Id 7 Cc: Eli M. Gottfried, Gottfried Environmental A~, Sr CRoix COUNTY GOVERNMENT CENTER 110 1 CARmicHAEL ROAD, HUDSON, W! 54016 71x386-4686 FAX PZ@CO.SA/NT-CROIX. W!. WWW.CO.SAINT-CROIX.WI.US US Ao /1~n o~~ c q J l ~e, C ~ SaN+ Of Lrw lei ea I's SGT a cbff ~A. E 3JYd `YYdZE z b0- L E IN `V9L9 [@E 5 FL : h9 IMS , SAFETY AND BUILDINGS DIVISION Inteamted services Bureau W~• v 13 East Spruce Street corn(ne'ree• go Chippewa Fslis, WI 64729 CQnsin INSPECTION REPORT y,,,M,r.comrner (7 5j 726-25" 'p'rsttsnt Of Cemrnerce Plumber Name and Address: Da of inspection: July 29, 2004 Unknown proj Name: Christensen Use Residential Leg 1 Description: NE, NE, 21, 28,17W Certified soil Tester Name and Address: Site Number: Eli Gottfreid, CST 221981 Su ivision: Proposed CSM Lots 1 and 2 PO Box 1645 Mu Icipality: Town of Pleasant Valley Eau Claire WI 54702 Co ty: St.Croix Owner Name and Address: Pla Transaction Number: 1024998 KUR and Elizabeth Christensen Sa ry permit Number: Gar" 877 Benoy Rd Hudson WI 54016 Wa tewater Flow: 450 gpd r ^ lD Pe 'tons Present: E. Gottfried ~Zl for all sites with less Ali Waite soils verification was con ucted at the above referenced site as per district policy tha four inches of unsaturated soil below the bottom of the A horizon. Thentent abof this sence v sedoz morph c co firm initial observations by the certified soil tester (CST) relating to the presence or of ors w e also reviewed fea urea in the A horizon and/or subsoil. Infai~tussoilOt~xtu site conditrelces such as percent tend dgrreetion of s lope, la n relate to wastewater application water lan scape position, land surface contour length, and and conclus cons portion of th s remay portSO be noted and their effects are factors considered in the recommendations A pica) soil profile for the areas evaluated on these two lost may be described as follows: 00 ' 10YR 3/2 sil, 2mgr, dsh, cw. 06. O" 10YK.3/2 sit 2mpl'._dsh, as.. . - 0914' 10YR 4/4 cl, 2ms k, rfr, f- Y,516 & 5/3 wrts. 14-17' 10YR 4/4 cl, 2m , mfr, 2d 10Y568 6/3 rmfs. • he platy soil structure was not present in all areas of the soil-borings. seasonal soil and slow saturation If mound system is designed to overcome io ®i~eeds4.5 gpd/ft and thefbasal wastewater application rated pen-neability, the linear loading rate should r structure to allow a for moderate p a y silt loam should a addditionallabasal area will partially s uld not exceed 0.2 9Pd~an Chisel plowing hi her er soil application rate than prescribed m nsate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 inches of d lift septic tank effluent to the distribution cell of the mound to ensure proper The ri is, recommended when applying the shall tr atment. The longest portion of the mound must structure as much as possibleurln additon,uan up slope nStruGted. to divert surface water around the m improved by d inage ditch should be considered if T theemound s te. at surface or subsurface hydrology is i rcepting water and diverting it away If there are any questions regarding this report, please contact me. roy G. risky Va water S elist , anskyC~ MITI Qrce.state.wWS E-mail 15/726-2544 Voice 7151726-2549 Fax CST ❑ Owner Other c. County ❑ Plumber 3JVd `Y4d6E:Z V0-EE-100 ~9L9 LBt; 5FL :><9 1N3S Salary and Buildings 4003 N KINNEY COULEE RD COmmef e-wi-9ov LA CROSSE WI 54601-1831 "MD (608) 284-8777 iscons i n vwrw.commbrce.atate.wl.uesb www.wisoonain.gov D"arbnent of CorlNttetro9 Jim Doyle, Governor Cory L. Netges, Secretary Au st 06, 2004 CU T TD No. 42258 ATLN: POWT.S Inspector ELI GOTTFRIED GO TFRIED ENVIRONMENTAL ZONING OFFICE 124 1/2 GRAHAM AVE ST CROIX COUNTY SPIA PO BOX 1645 1101 CARNUCFIAEL RD EA CLAIRE WI 54702-1645 AUi]SON WI 54016 CO DTTIONAL APPROVAL P N APPROVAL EXPIRES: 08106/7006 ;Trisinsuctiou ID No. 10249 8 S : Kurt 8: Elizabeth Christensen ID No. 686796 Town of Pleasant Valley, St Croix County NE 114, NE 1/4, S21, T28N, R17W FO : Object Type: Soil Saturation Determination Regulated Object ID No.: 970328 Th submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes an Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in ch ter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. Th following conditions shall be met during construction or insmIlation and prior to occupancy or use: 1. Approval is hereby granted pursuant to Comm 85.60 (2), Wis. Adm. Code to estimate the depth to seasonal soil saturation based on an interpretative determination. This approval and determination negates thr, requirement in - - Com 85.30 (2) (b), Wis. Adm. Code to designate the ground surface as the highest level 0--s' when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. At least 30 inches of sand lift on top of a 6 inches minimum of unsaturated in-situ soil for adequate treatment and dispersal is required. 3. The basal soil application rate shall be 0-2 gpd/ft^2, and the linear loading rate 4.0 gpd/foot 4. Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum that has areas of platy structure and %lowpermeability. 5. Landscaping up slope of the mound shall be incorporated into the mound design to divert surface water drainage around the mound system. 6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change of if saturated conditions were observed for seven consecuti ve days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 7. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 8. A copy of this approval Ictter and attachments must accompany the mound system plans for this site- A copy of the approved plans, specifications and this letter shall be on-site during construction and open to pection by authorized representativer. of the Department, which may include local inspectors. if plan index sheets re submitted in lieu of additional full plansets, a copy of this approval letter and index thshret shall be e state or the local to p ans that correspond with the copy on file with the DePartrnent. All permits required by unicipality shall be obtained prior to commencement of eonstructionlinstallation/operation. E 3QVd !INdEE:Z VO-ll-100 V9L9 E8E SGL h8 1N3$ Pc(k 4 Wisconsin pcplrit.ment Cntruncrce SOIL AND SITE L+ VALUATION l age Of -tdc L)ISistun ofSalety and ilding in accordance with Comm M57 Wis- Adm. Ct county St. Croix Attach complete.rile pla on paper not less than 9V2 X l l incites in size. Plan must include, but not limited to: vertiall a d huriYOntal refcrcnee faint (13M), dimetion and percent slope, scale ur PUT -el ditnensiuns, north arr4 laid location and distance to the neatest road. (tcview•cd Hy: atc: APPLICANT INF RMATION - Pleasc print all information 1 1'cnnn,11 infortnnl Inn YOU Mdc may Iw UMA fir MMU11d6ry p1eVoscs (Pnvucy law. x. 1 S.tW(1)1u~11. Propelty locati I'rtlpurly owner: Gov'( tut: N ~ 1/4 NE 1/4 S21 '1' 28 N R17 F? t~r Kurt and Elizab •th Christensen G' Lot u 131uck is 504 Name of C Property owner'-, ma IinF addrecs: C 1,2 NA A 877 13enoy Rom l - r'tty / State / Gip Code Phonc r city Village 11 Nearest Road Hudson / Wisc nsin /54016 715-386-6340 Pleasant Valley C Addition to existing building: NA 10 New Cuilatrucl t1 !)sc ~ ResidcntiaUNumber of bt-drooms Unknown 13 Replacement 0 Public nr commercial - describe Code Design flow ate: Unknown - must be appropriate size lbr the contour acid soil restrictions Purent Material: GI ial Till - ground moraine Genml Commonts and Recommendations: Soils are moderately well-drained glossabormllfs underinin by gravely cloy Imam. Redo% features are the result of perching ove the dense gravely clay lo»rn layer. A long narrow mound SAS is recommended for this site. SOIL DESCRIPTION RFPORT µ Consistence Boundary Roots Soil Application Rate oring horizon Depth Dominant (ttxlnx Description Tc><ture tiaucturc rPD/Fl' in. Mansell Color (ht. Sz. Cont. Color Or. Sz Sh. FR711 1711!42 Pit 1 A 2mgr ml'r gw 71' 0.6 0.8 Ap l 0-7 10YR 3/2 NA Inti• aw 1 f 0.6 1178 Ground Apt 7-11 10YR 3/2 17d 7.5YK 5/8 5il 2snshk rlcv(ft.l 96.70 ntl 11-17 7.5YK 4,14 m2d 7.5YR 5/8 Cl 1 fsbk mfr as 1 f a? 0.3 Litt 17-24 1OYK 5/4 map 7.5YR 5/8 Cl ImSbk VMR as Nn 0.2 03 Depth to limiting factor- in- 0 Remarks: krotav' a in Apt horizon saturated at 24"- 2f 0.6 0.8 13oring.8 Ap 0-8 IOYR 312 NA sit 2n1Er nlfr as Pit 2 icl 1 msbA mfr as NA 0.2 413 LI Bt $-16 lOYR 4/4 f2d 7.SYK 5/8 s mtT sw NA 0.2 0.3 C 16-23 10YR 5A f1d 7.5YR 518 grcl Imsbk (;round Elev (113 96.96 Depth to limiting, factor in, 0 Tc1. N,- 715-833-1400 C'SI' Natnc: Iai , (7ffmfried, Gottfried Environmental Signature: -,g !k, Address: 124-1/2 Gnlharn Ave. Fau Claire, W1. 54701 Date: 17 June 2( X)4 CST it 221981 8L/Si 3JVd !ULE:Z vo - l, E-loo •-V9L9 l8E SlL h9 1N3S ` SOIL 1)F.SCItIPT10N REPORT Pro eCt~uH'ncr C risten~n Parcel 109 1loring A , 1Il1r Depth Dominant Redox rkwnphw Texture Structutc Cunsistoncc Boundary Ronts Sod np licMion Rate in. Munszll Colnr Ott, S7- Curd. COW Gr, Sz. Sh. F iv 1 1-1192 1'it 3 711 Ap 0-9 1 OYR 312 NA sil 2tnshk rttfr aw 2f o,6 0.8 Ground BI 9-23 7.5YR 4/4 fId 7.5YR 5/8 sid 2msbk mti aw if U.G 0.8 Blev (ft_) 9s." C 23_27 l OYR 5/4 m2d 7.5YR 5/8 grcl 1 nisbk mfr as 1 f 0.2 0.3 Depth to limiting (actor. in. 0 Itemarks: 2m wonn channels in Ap horizon. Boring tt Huriro Depth Dominant Rmkm dcscripli01% texture Structure Consistence Ht►undary Itiwts Suit Application Rxtc Cit. SZ, 5h. GPn/FT' in. Munscll Color (,1u. s2. Cont. Color Ol>lll F?I02 r11 Ap tl -8 IOYR 3/2 NA sil Ground Bl 8-14 IOYIt 4/4 nd 7.5YR 518 sicl rilev (ft.) 95.60 f- 14-22 10YR 5!4 m2d 7.5YR 5/8 ~rcl L)cpih to limiting factor- in. 0 Remarks: hand ho ng. sil 2msbk mfr gw 2f 0.6 0.8 Boring # At) 0-7 l OYR 3/2 NA Ap 7-11 lOYR 312 flti 7_5YR 518 sit Ifsbk mIF aw If 0.4 11.6 1'il 4 B 11-15 1OYIt 4/4 f2f7.5Y1( 5/6 sicl II-sl)k mfr gw 11• 0.2 0.3 Ground L;lev (ft.) 0.3 37.30 C 15-I8 7.5YR 414 m2d 7,5YR 5/8 grcl lmtihk Infr NA NA 0.2 Depth to limiting !actor- in, 0 - - I L Remarks: yy 2f 0.6 U.8 Boring 11 A 1 0 - 7 lOY14 3/2 NA Nil 2mgr mli 8 Pit 5 A 2 7 -I I 10YR 3/2 121-7.5YR 5/6 Nil 21nshk mfr aw if 0.6 0.9 1 11-14 1OYR 414 m2f 7.5YR 5/6 sicl lmsbk mfr aw NA 0.2 0.3 Ground F,Ity (ft.) 14-22 IOYR 514 m2d TWIt 5.8 wul mstsNivc 89.40 Depth to limiting factor- in. 0 Ron arks: W U /9 i• 30Vd r-V11d9£ : Z '170-W100 !-P9/-q L8£ 5i,/- AU 1N3S ica ieritlg I lutizon D-pth Imuinant Kedox dmUiption Texture rruclun Consiztancc Dollndary R~wts 5ui1 ACC. Pit 4t fl Rota in. Munsch Color Qu. S7. Cent. Cnlur Gr. S, Sh. F,n~ l I-:11112 Isz Ap 0-8 10YR 3/2 NA sil Oround 13t R - 14 10YR 4/4 fld 7.5YK5/8 Sid Cloy (ft_) Ry.42 c 14 23 IOYR 5/4 m2d'1.5YR S/R grol Ix-pth to limiting luctor- in. 0 Remarks; hand burin 8F/LE 30vd !YVd9V:U 'PO-WIN `.POLO m; su ~AQ INN O ~ - = O a -and 410E o1 -!w Z'0 U - ° u o - - - - 4011P POQJ C, w - - $W ~\,g I o - - - - - - - - - IT o Lei W ' ( I Qi N8a I i Boa ~ I ~ ° aC d+m C L~+ N ~ ~ ~c a~Q N j 01 C S~jQ.- cl EL C Q Z V m 1A 3 LLI tu. gz ~ E c -----aLz4--din r_ - l - - to m A M/ b 7r.!,4- :AU cnAN GOTTFRIED ENVIRONMENTAL 9,~,- 124 Graham Avc_, F:au Claire, W1541701; 715433-1400 20~ telephone: 715-833-1400; fax: 715-833-1381; email: elicstmfalsbe lobal.net DUB INTERPRETATIVE REPORT KGs 0 July 3, 2004 O ,G r Conditio ally . Pro r owner: Kurt and Eli xabeth Christensen APPROVED l,eg Description: NE NE 2129 17W DEPARTMENT OF COMMERCE p1111S1 OF SAFETY AND fi DIHGS Pleasant Valley, St. Croix County CO ESPON NCE INTRODUCTION On 17 June 2004, a soil test and evaluation was conducted by this soil tester on the property desc ihcd above. The soil test was done in response to a request by the property owner, Fliz beth Christensen, as part of the development of this parcel for residences. The proposed lots note I in this report are part of a parcel of land originally encompassing approximately 40 acres. It is he intention of the property owners, Kurt and Elizabeth Christensen, to subdivide this port on of land into 2 parcels. Fach parcel is intended to have 1 residence. R T1ONAL FOR THE INTERPRETIVE REPORT Hi g and low chroma features in the soil as compared with matrix soil colors are considered as indi ators of seasonal saturation in the State cif' Wisconsin. Department of Commerce Comm 81.0 1 (118) states: "High groundwater" means zones ol'soil saturation which include perched water tables, shallow regional groundwater tables or aquifers, or zones that are seasonally, periodically or permanently saturated. Co nm 81.01 (119) further defines evidence of seasonal saturation in the soils: "High groundwater elevation" means the higher of cither the elevation to which the soil is saturated when observed as a free water surface, or the elevation to which the soil has been scascmally or periodically saturated as indicated by the highest elevation of redoximorphic features in the soils. At least 36 inches of soil separation is required between the bottom of the soil absorption system pan the redoximorphic soil.features in mast types of soils (Table 83.44-3, Department of C tunerce). Where this does not exist, an above ground SAS must be constructed (i.e. mound or At Grudc). Tile initial determination of this site has found the site to be unsuitable for mound type septic sy items (Soil Absorption System), as per WAC: Comm 85.30(2)(a) and (b). This code section I 5 3JVd • WdEE Z 1'0 - 14 -1~0 • b9L9 E8E 5 EL • A8 1N3S man tes' that: 1 Redoximorphic features be used as an indicator of'seasmial saturation in the soils. 2 lZedoximorphic features appearing at depths of within 4 inches of the bottom of the A horizon shall be interpreted as seasonal saturation occurring at ground surface ("Unless determined otherwise..., the highest elevation of seasonal soil saturation shall be the ground surface where redoximorphic features are present within 4 inches of the bottom of the A bmicon.") Although Comm 85.30(2)(b) mandates that redoximorphic features within 4 inches of the A hori n be interpreted as seasonal saturation to ground surface, Comm 85.60(2)(a) allows for an into retive determination of the soil conditions and depth to seasonal saturation should this cond tion exist. "phis section states in part: "A ritten report by a certified soil tester evaluating and interpreting redoximorphic soil features i ay be subroitied to the department in lieu of high groundwater determination data. The writ n report shall conclusively demonstrate that the existing soil morphological features or cold patterns are not indicative of current conditions of periodic soil saturation." This is the basis for the current report- GEOLOGICAL HISTORY *The following pre-Pleistocene history was gleaned from the following source: Tlavholm, K. G. (19 8) Pre- uatentary Geological History. of Western Wisconsin with an Emokrasis on the Ca briar Sandstones: Tri-State/University of Wisconsin System Geological Field Conference, pag s 3-14. Du 'ng the early Proterozoic Period (700 MA), large deposits of iron ore were laid down in the reb on of Minnesota, Wisconsin, and Michigan. This deposition may have been the result of weathering of continental areas or hydrothermal activity in volcanic areas. Chemical changes in the oceans at this time resulted in oxidation of the iron and silicate minerals, resulting in the ibr nation of the silicate-rich iron deposit, taconite. Prior to 1109 MA, a trough formed through western Wisconsin as a result ol'subsidence, which eventually filled with. basalt. Glacial lobes fro x the north scoured the iron- and basalt-rich areas imparting a red coloratiom to the tills. All the pre-Cambrian terrain was eroded to form a low-lying area, which in turn was flooded during the Paleozoic Period (approximately 350 MA), leaving behind marine and coastal plain se irnents. These pre-Cambrian sediments were rich in limestone (marine origin) and quartz. During the late Wisconsinan glaciation (25,000 9,500 YA), the Superior and Chippewa lobes de osited reddish-brown sandy till (Copper Falls Formation) as a result of scouring of Lake S eror, pre-Cambrian sandstone and other iron-rich rocks. Approximately 14,000 VA, the Des sishale M pines lobe advanced into Wisconsin from the northwest, with debris from the Grae arcous: a carbonate racks of eastern North Dakota and Southern Manitoba. This advancedpntcd gr y calcareous till of the Trade River Formation. This advance also dammed the St. Croix !fiver to form Glacial Lake Grantsburg (Syverson, KM. (1998) Glacial llistoyr_ of Western Wisconsin in Tri-State/Univertiity of Wisconsin System Geological Field Conference, pages 15-28). 2 9 30Vd `-ndV£:Z r0-tt-100 `-V9L9 L8£ su :h9 1N3S The s bsurface formation in St. Croix County consists of the Prairie Du Chien Group (dolomite and s ndy dolomite), Depth to bedrock ranges from 0 - 15 meters (Brawn, B.A. (1988)). This firm tion is of Urdovician origin (Paleozoic era 425 mya). Dolomite appears to have been laid duri.n ► the early Ordovician period, while the sandstone was laid during the late part of the period (Paul , R. K. and Paull, R. A. (1977)). C-ilac' .tion of St. Croix County occurred. many times during the history of the earth, although the most recent glaciation, during the Pleistocene epoch (approximately I million to 10,000 years bello present.), is the most apparent. 't'here were several stages of glacial advance, the most recea t being the Wisconsinan stage. This was the result of the advance of-he Superior Lobe and, from this, the Chippewa Lobc (Martin, L. (1965). The Physical Geology of Wisconsin. Uni rsity of Wisconsin Press,, Madison, Wisconsin). 5t, Croix County appears to bL part of the geographical province of the Western Upland. As note by Paull et al (Paull, K.K., R.A. Paull (1977) Geology of Wisconsin and Upper Michigan. Ken 11 / Hunt Publishing Company, Dubuque, ]A), "The Paleozoic rocks are the retreating eras soil edges of marine sediments that once extended across the Northern Highland.... Late Can rian seas washed over the Precambrian erosional surface to deposit more than 1,000 feet of sand tone, with minor amounts of interbedded dolomite." The it. Croix River has its origin in the Northe.m i-iighlands and its resistant. Precambrian rock, The ocss deposits in St. Croix County appear to he the result of the westerly winds carrying fine text red soils easterly to the eastern bluffs of the river and beyond- The soils observed on site suggest that the area has been influenced by glaciation. Soils appear to he 1 ess (fine-textured, wind blown soil), underlain by the calcareous soils characteristic of the Des Moines Lobe glacial till. Loess, present us soil of the Ap horizon, may be the result of the inflence ofthe wind-blown fines of the St Croix River floodplain. D SCRIPTION OF THE SITE The parcel of land under investigation lays in the NE % ofthe NE of Section 21, T28N, RI W, Pleasant Valley, St. Croix County. All land lays south of 30°i Avenue, immediately west of County Trunk highway 'l'. Lo 1 - immediately west of County Trunk Highway T Th proposed mound site is located approximately 50 feet south of an established farm road. Th slope on this site is 4% to the west. The mound is sited at the highest elevation on the site. lrn cdiately cast of the upslope side of the mound is the fence line. immediately east of this is th road ditch associated with CTH'T. Soils are composed of silt loam underlain by clay loans an gravely clay loans- Soil survey maps for the area indicate that the taxonomic classi fication of so' s on site is TyPis Glossotx)rai f (rreeon series). The soils are further described as having a dy loam parent material, although this was not observed on site. It is possible that this soil dig ace ot8h to find the coarse material. te. e r did not dt p cn L t 2 -160 feet west of County Trunk Highway T '1' e site proposed ftr the mound septic system has similar soils to that in the vicinity of lot 1. 3 L 3Jdd YVdirE Z t~0 - E 4 -1~0 t'9L9 L8E S EL : A9 1N3S Agai soils in this area are described as being Typic Glassnhoralfs (Frecon series). TNr original intcn ion of the property owners was to site the mound system for mound two north of the exist. ig larni road. However, soils in this area are unsuitable due to evidence of poor drainage. The p horizon in this area is a highly organic 10YR 2/1 silt loam. These soils may be part of the d ainat eway indicated on the soil series map and designated as Auburndale silt loam (AuA). Aub rndale silt loans is classified as a Typic Glossayualfs. LO AL HYDROLOGY As u ted on the accompanying plot plans, the proposed dispersal sites have slopes of app ximately 4%. 'l"he land slopes from the east to the west. General surface flow appears to be west towards the Kinnickinnic River system, located four miles west of the site, based on the topo aphic map for the area. Local subsurl'ace flow presumably also flows west towards the rives Regional flow may be west towards the St. Croix River. The opographic maps consulted for this report do not indicate any wetland areas in the i diate vicinity ol'the proposed mound dispersal systems. No naturally occurring areas of stan ling water were observed in the area of the proposed mound POWTS. "There are, however, are of converging slopes north and west of the proposed mound sites. These are areas of converging slopes that drain to the west and southwest. SOIL MAPPING OF THE AREA Direct soil mapping of this area by this soil tester indicates that, taxonomically, this soil is an Typ c Glossoboralf. Typic Glossoboralfs have a boric temperature regime with elluvial and slim ial horizons. The soils are moderately well drained. However, rcdoximorphic features ap ar in the soils in the lower part of the Ap horizon. Soil series maps for this area confirm this arc ass 'f ypic Glossoboral f. The profile is described as being slightly acidic, suggesting that the pre, lie is aged. The aging may be due to a greater than average amount of water movement tlu gh the soil. According to the St Croix County Soil Survey book, native vegetation for this arc was primarily white pine, red oak, and hard maple. According to the National Audubon So c ety Field Guide to North American Trees (Rastern Region), (copyright 1998, Chanticleer Pre s inc., N Y, NY), white pine grows in well-drained soils. Red Oak (also known as Scarlet Oa and Black Oak), grows in upland ridges and slopes. Maple grows in upland moist soils. All 3 t s of trees therefore, appear to grow in well-drained or moderately well-drained soils. Tn ref ion to their tendency to grow in wetlands or histic soils, the 3 are classified as facultative plaits (red, silver maple), or non-wetland plants (white pine). NIFiCANCE OF REPORTED SOIL CONDITIONS AND SURFACE SI oft TER FLOW Ge cral surf ace water now in the area may be primarily vertical for the first 7 inches (a proximately) as a result of the relatively permeable upper horizons. Permeability is me derately slow in the subsoil and is most likely perching alx)ve the dense silty clay loam su soil layer. Soil structure ntay have been impacted as a result of extensive cultivation of these sites, although n derste structure is present in the Ap horizon. Alternatively, the plowing and tilling may have 4 8L18 3oVd !VWSC:Z po-EL-loo `V9L9 [ge SIL :h8 1N3S i loose ed and aerated soils that may have otherwise been compacted LL a result of farm machinery travel in.g over the sites. The effects of compaction may be present in the 13t horizon. Also resent in the AP horizon, and slightly into the subsoil, were worm channel.-3, suggesting that tic upper horizon was aerated enough do support aerobic organisms. Roots and root chat els were also present in the 0 to 6" range of the soil profile. Soil olors as noted by this soil tester were 10YR 3/2 from 0-9" (approximately) in the areas of the proposed drainficlds. 'Ibis suggests that, at least in the Ap horizon, there is not an anoxic soil regi en. The lack of redoximorphic features and the light (10YR 3/2) colors in the Ap horizon in th s layer suggests that the soils are not saturated for more than 7 consecutive days. Stru ture in the Ap horizon was moderate for all the pits Observed. The abrupt appearance of redo features in thc; soil profile suggests that when dense soil conditions are encountered, water rcm• ins for a significant period of time. lligh chroma redox icatures were encountered in the subs it starting at. 10 to 13 inches. Although not reported on the soil report, low chroma regions (arc s of iron depletions) were also observed. No puddled or massive soils were observed in the area of the proposed SAS's to a depth of 7 inches. Close itnspcction of the Ap horizon did not indicate the presence of redoximorphic features. 't'his sag costs that t although there is not an Al 4 situation, there is adequate depth in the A horizon (app oximately 7 inches) to maintain a suitable distance between the bottom of the SAS and the lima ing factor and thus to allow ror the placement of a mound SAS as per code. Hl TIC SOILS Kc . to Soil Taxonomy (1994) defines a. histic epipedon as follows: It. consists of organic soil material if the soil has not been plowed. If the soil has been plo ed, the epipedon normally has a high content of organic matter The histic epipedon either has quit conditions for some time in most years or has been artificially drained." The Keys to Soil 't'axonomy defines aquic conditions as: "those [soilti) which currently ex rience continuous or periodic saturation and reduction.... Saturation is characterized by zero or sitive pressure in the soil-water and can generally he determined by observing, free water in an alined auger hole." In either auger holes nor shallow hand-dug pits was standing water observed in the epipcdon. In ad ition, soil colors in the epipedon were not those charactcristical of organic soils (1 OYR 2/2). Ve raskas (1996) points out 3 possible redoximorphic conditions: 1. Redox depletions around macropores and redox concentrations within the matrix; 2. R.edox concentrations around inacropores and redox depletions within the matrix; 3. Combination of the 2 conditions. E h ol'the 3 conditions has a unique etiology. Condition 1 will occur, according to Vepraskas, in ituations where there is perching above a dense and slowly permeable layer. Such appears to be the condition described on the site outlined itn this report. Ilowever, redox depletions were no observed in the macropores in the Ap horizon, in spite of the fact that the structure was 5 F/6 3EVd ~VYdSE Z 10- L E-1~0 `b9L9 E8E 9EL -A8 INN P pin, Lo Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 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. Z CI ' ~a Revi b Date Please print al ation. Personal information you provide may be used fo second RE r w, s. .04 (1) (m)). 7 0 Property Owner P arty Location ` C~ e G .Lot IV6 1/4IVr 1/4 - S ZI T~8 N R 1*1 E( W Property Owner's Mailing A ress Lo # lock # St 1 . Name or CSM# 1T90 36 40e sI ~ A.X City State Zip Code Phone( tlttttl@l i L City ❑ Village own crest Road MC.A lUL 5~1©IS" (?~s~7 -S~ Pt ~asc~~f- l ~e ~e~ GPD 2F 'flew Construction Use: 2esidential / Number of bedrooms -IV'4= Code derived design flow rate ❑ Replacement / ❑ Public or commercial - Describe: tt Parent material .5.# OyF~f' Flood Plain elevation if applicable General comments 5& t TA E L - AREA ~0a V D F'o/ k PO WTS and recommendations: n e.A ~ d D ( j, /0- 4fs~'Yl &7 yMj j f-1 Boring y~r a Boring # r-~/ t~ Pit Ground surface elev. l ft. Depth to limiting factor L_- In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E GPD f in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ~V- 7- 7/ Boring a Boring # t~ twit Ground surface elev. •~ft. Depth to limiting factor ~ in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •EGPD Etf#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. t~ o`IK 7g e - Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:E 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS 30 mg/L CST me (Please P • t) Signature - CST Nuff9w ev nI-e QSo~ Address Date Evaluation Conducted Telephone Number Page a of Property Owner j ~ ~ ~4 se Parcel ID # Boring Boring # ft. Depth to limiting factor in. Soil licadon Rate Pit Ground surface elev. Roots *Eff#1 *Eff#2 Horizon Depth Dominant Color Redox Description Texture Gr. z. Sh. Consistence Boundary in. Munseit Qu. Sz. Cont. Color a a a 3 r 3F 5 .D c y C~ ~ 3 7S' a Boring # Boring Pit ft• Depth to limiting factor in. Soli ication Rate Ground surface elev. Horizon Depth Dominant Color Redox Description Texture Gr. zt Sh. Consistence Boundary Roots •Eff#1 *0#2 in. Munseit Qu. Sz. Cont. Color ~ J cu ? % r i D VU 6 C03 S Boring in. Boring # Ground surface elev. - ft. Depth to limiting factor Sat ticatlon Rate Pit Horizon Depth Dominant Color Redox Description Texture S E h. Consistence Boundary Roots 'Eff P E #2 in. Munsell Qu. Sz. Cont. Color s Yk irv ` ( - i Effluent #1 = BOD, > 30:5 220 mg A- and TSS >30:5 150 mg/L ' Effluent #2 = BOD, 5 30 mg/L and TSS 130 rng/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. S1313•9770 (R.6/00) t~~~ ~ l W P-~C/f Be h ✓f e l e- eSoG~ ~-2 9~ 1 / nn j60, ~a r - I Eweip F As ShowK a c d v Sq r { i 70 , C/1G ~ f ~!0 2rT h/A-C. ' d 7 7 c 7 APR 14%5 4 3 x VOL 18 PAGE 4823 xArRCEEIf R. m REGISTER OF DVAL EEDS ST. CROIX GO., MI CERTIF/ ~ %UWAFFEM MAP RECEIVED FOR RECORD LOCATED IN PART OF THE NE 1/4 OF THE NE 1/4 08/26/2004 64s15PM OF SECTION 21, T28N R17W TOWN OF CERTIFIED SURVEY NAP W FEE: I: i. 00 PLEASANT VALLEY, ST. CROIX COUNTY, COP Y FEE: 2.00 WISCONSIN. NE CORNER PAGES: 1 1 SECTION 21 OWNER SURVEYOR KURT AND ELIZABETH EDWIN C FLANUM 1 J i CHRISTENSEN NORTHLAND SURVEYING, INC. 877 BENOY DRIVE P.O. BOX 14 g NOTE: NO OWNER OR RESIDENT SHALL HUDSON, WI 54016 ROBERTS, WI 54023 _ J ,i I c I DO ANYTHING WHICH WOULD INTERFERE WITH OR CHANGE THE DRAINAGE OPERATION OF THE WATER ° OO ~D N O~ sue' / I AREA LOCATED ON THIS C.S.MAE ( 0V' INCLUDES BUT IS NOT LIMITED TO ~'.~I / Zgx~IB$g~ ~Ygg03'~ BUILDING UPON, OBSTRUCTING, 43 qg6 1 ALTERING, FILLING, OR EXCAVATING OR PLANTING IN THE DRAINAGE AREA. a~, 16630_ I LEGEND T & ALUMINUM COUNTY SECTION p) CORNER MONUMENT FOUND o/ Ea' V) I ~4 i X 18" IRON REBAR SET WEIGHING 1.50 LBS. PER 30•~~ to OUTLOT 1 RI LINEAR FOOT W 10.58 ACRES INC. R/W 1I a • 461,028 SQ. FT. qc~ p i 100' ROADWAY SETBACK LINE FIELD [Si'l / C 1000 ARE SQ. . FVW ENTRANC E. ~ i X X EXISTING FENCELINE uaJ O p 15z u, ~ N i : 5 I o Z v i EAST LINE ~Q 3 33 33' r i a w r n THE N E I /4 w p = SOUTH LINE OF THE CD ~0 NE 1/4 OF THE NE 1/4 O Y m o Cr 33.00' n CC CD UJ CD 633.OT Z N89°36'33"E 666.07' W Cr z M o co f-- MMG°AV1ED L~CQaGID~ U, ' N W Lu SCALE IN FEET I" = 200' ( ' I 5 co z° 200 0 200 E 1/4 CORNER x cn m SECTION 21 ¢ F SURVEYOR'S CERTIFICATE m v I, EDWIN C. FLANUM, REGISTERED WISCONSIN LAND SURVEYOR, HEREBY CERTIFY THAT BY THE DIRECTION OF KURT AND ELIZABETH CHRISTENSEN, I HAVE SURVEYED, MAPPED AND DESCRIBED HE PARCEL OF LAND WHICH IS REPRESENTED BY THIS CERTIFIED SURVEY MAP; THAT THE EXTERIOR BOUNDARY OF HE PARCEL OF LAND SURVEYED AND MAPPED IS DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN PART OF THE NE 1/4 OF THE NE 1/4 OF SECTION 21, T28N, RI 7W. TOWN OF PLEASANT VALLEY, ST. CROIX COUNTY, WISCONSIN; DESCRIBED AS FOLLOWS: COMMENCING AT THE NE CORNER OF SAID SECTION 21; THENCE SOO'08'00"E, ALONG THE EAST LINE OF THE NE 1/4 OF SAID SECTION. 534.11 FEET TO THE POINT OF BEGINNING: THENCE S75°43'2M, 686.88 FEET: THENCE SOO°08'00"E, 609.75 FEET TO THE SOUTH LINE OF THE NE 1/4 OF THE NE 1/4; THENCE N89°36'33"E, ALONG SAID SOUTH LINE, 666.07 FEET TO SAID EAST LINE; THENCE N00'08'00"W, ALONG SAID EAST LINE, 774.59 FEET TO THE POINT OF BEGINNING. DESCRIBED PARCEL CONTAINS 10.58 ACRES (461,028 SQ. FT.). PARCEL IS SUBJECT TO C.T.H. RIGHT-OF-WAY AND ALL OTHER EASEMENTS, RESTRICTIONS AND COVENANTS OF RECORD. 1, ALSO CERTIFY THAT THIS CERTIFIED SURVEY MAP IS A CORRECT REPRESENTATION TO SCALE OF THE EXTERIOR BOUNDARY SURVEYED AND DESCRIBED; THAT I HAVE FULLY COMPLIED WITH THE CURRENT PROVISIONS OF CHAPTER 236.34 OF THE WISCONSIN STATUTES AND LAND SUBDIVISION ORDINANCE OF THE COUNTY OF ST. CROIX IN SURVEYING AND MAPPING SAME. APPROVED ST. CROIX COUNTY V_~~.. C U/1/S Punning zw*wl and *sNns Ce'*m " AUG 2 6 2004 EDWIN c. yk FLANUM S-2487 If not rooor6ed within 30 days or AMERY V approval date approval shall be null end Vold • • Y `SVII~E~`~°~~}A Each parcel shown on this map (plat) is subject to State, County and Township laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.) Betore purchasing or developing any parcel contact the St. Croix County Zoning Office and the Town of Pleasant Valley. Vol 18 Page 4823 F RECENE® PRELIMINARY PLAT OF: 5 E N 1 3 2004 OWNER LOCATION SKETC KURT AND EEIMET„ CHRISTENSEN PLEASANT HILLS Bn SENOY DRIVE LOCATED 14 PART OF THE NE 1/4 OF THE NE 1/4 OF SECTION 21, T28N, RI 7W, CROIi; COUNT} HUDSON.WI54016 Q TOWN 4F PLEASANT VALLEY, ST. CROIX COUNTY, W18CONSIN; BEING , SURVEYOR OUTLOT 1 OAF CERTIFIED SURVEY MAP RECORDED IN VOLUME 18, PAGE 4823. -V. nc tN EDWIN FW UM 1 NORTHUND SURVEYING, INC. 1 y P.0. BOX 14 i A BEATS, W1 54O23 1 -11, IN PHONE 715749-1716 3EN AVENUE FAX 715.749.1719 1 A I I SEC. 21, T28N, R77W cr/ I I 1/ ~ 1 l j%'''~ 1 ; ~ NE CORNER \ 1 ELfl'KRE \ g78°p3 - i~6 / / I l Cy, L T8 i / I I "-1 AJAL- a / SDFROME, 'cEwc ~ QQ1 (l ' ~ V Z1 lO N NBA NeBA . C } TOPOF R;6W av I EVAr1IN4 .N N 9°3833 888.0 8 MW~ _Val_ LFL®S EB6Cn0N RI PARCEL DESCPoTNIN Y IOGTED IN PARf OFTNENE W OF THE NE v.OF SECTNIN RI, T3eN P17W iawNOf PLEhW1T VA14EV Si. CRO4tCQINtt, WLSW,I6W; 9EYUO0TLOT t OF CFAifIFDauNEY MAr PECOROEO W YCILa.E 10. vAOE4w (~,/E~ ttE Br. CROMIbWivpEderfROf DEEDSOfFIGE; 0EB0PoBFDASP040Na'. r~irt~iors a,awN DN Tws Mw eRE LOnrso IN N4 Q (~(O ,g! 1"~~ e AaaLIM1NRF,X% dvNERSa rHE LO*a-EHTNuv V vauMEa P.bEY}ta WDOFPICE BFWDrHE FOWTaEFOM✓f4D: rHFNCE aAVTAW NONOS°1O E E_- w~.u unI aw ~srwiDTa r.wP.aae E~ETTOnIE FAeT ISFPoENCE ENIEIAED MWE6pF FAIM EWiPMENi oPEw1aN DUPoND VARIOUS rIMESarNE YEARaR MAY ~ ~ uNE OF Lm.asuocEmsEOSImEr MAV:THENUSaoamr, ALONOSW EAST Uxteaam PEErro E.WERENCF coals AaSOLUiEO WITH OrFStOCx aWrNUHEa' l,E Nf IN DF1HF NE,N: THENCE NpYJSE.AU],1p WDaa1MlIE. e9aO7 FEET i0 O SAID EA9i ONEOPTIF NE 1N: mENCE xooroeavw,ALOwauDEASTUNE,7TNf RFET roME P01Nr0f EGawNC.ItscPoSEOPArc¢ca4rnw IoaeAaES1a1.DEeao. FTB. B PARCFLPo SUBIECT roCOUNtt iRONKHFIHNAYTPoaIf-0FVMYAW ALLORIERFAREMENTS. 1,01E ND gvNER OR FESIDENT SHALL W AHnHWC LEGEND WNCHWOVID WTERFERE wrtHCRaaNCE 1Nf pEa1WC1gNSANDCOhNWIBOF RP4OM. OPEMMIND-WATERaWNADEARULOCI.TEDW I., EN F $ECTIONCORNER INS MT. r1v4 wCW0ESBUTI4 NDr-TEDtOB1AUNNG WON.OBSTRULTIW.ALTFPoNG. FILLING, OR ENCAVATNO I,Eav1NC.FUNJM, REGISTERED VASCON&N LANDSIANEYa1. HEREBY CERTYY 1fNTT4 ABpE 0EEa®E0 OR R/NTNGWMEaWNAOE AREA vS'IRW RESYIFWNU A C S AFD MWPEDPPWERiY Wf88aM1FYED BY ME OR UN0ERMV aRFCTSUPEINKIW MU T,MTiNS MIDBA yr %tCWON RESWSETWEIGHwG 1.5o •J WWIECr RFPPESENTAMV1 iOSCNE Oi THE BOIMWMEa IO ME BEar OF MYMHOHIEpOFANOBEOFF 1. PER lNFMfW1. 1 rvEAREMENTS / 1 //n/1J . r~ np TYMF ~&1PoED CMLES MEIO RE WAGED SIGH • SaLiEai A .-YSUIMr iHAti14 TALUTKKI NXMD aS STME.0R 0B51PoX1w6gNNaAANYIOtlNE q1 ° ° IW R0F-SETBACN N4E SINEEi ONE. i1E aSNPBANCEaSURhY $1ANE BY EI+ U'TnCJ~C-71 ANYONE 6AVIW1na+CF SECigN EBS YOG WISLWSx4 INTEPo4E0V.iE CONiap S7ATUtF5. UT0.RYUSEMENiSAS HEREIN SEiFa1M ARE FTRI0F81NwNG ttEPoOSERVE TMFANfAO - Ilnl- INDEXCONTOUR EACH PARCEl51gwNWMISMM IPUOI9 SU6~ECL iO N.RA. NEi BNO1/RLE AREA LOwNSHiP arA1E. COIx,tt NID Uws. RULES 7ND iDRNCElF1ILEBEiORE wRCI4ASING OPr0EVE10PING Am PnRrxla W14rACr lHE Sr. cRax couurr rc.. 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Parcel M 21.28.17 024 - TOWN OF PLEASANT VALLEY Current ❑ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 01/26/2005 02 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner 0 - PLEASANT HILLS LOTS 5 & 6 024/05 PLEASANT HILLS LOTS 5 & 6 024/05 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Legal Description: Acres: 10.750 Plat: 10-049-PLEASANT HILLS LOTS 5/6 024-05 R17W NE NE CSM 18-4823 Block/Condo Bldg: LOT 000 4OZOT 0.58 AC) & PT CSM 18/4822 LOT PLEASANT T HILLS ('05) TAKES PT Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 024-1029-10-300 (177C) & ALL 21-28N-17W NE NE 024-1029-10-500 (177E) Notes: Parcel History: Date Doc # Vol/Page Type 08/25/2005 804499 2674/527 WD 01/26/2005 785871 10/049 PLAT 11/12/2004 779806 2694/591 WD 11/11/2004 779685 19/4880 CSM more... 2012 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 01/26/2006 Description Class Acres Land Improve Total State Reason Totals for 2012: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2011: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 • Par`cdl 024-1029-10-500 03/04/2008 11:57 AM PAGE 1 OF 1 Alt. Parcel 21.28.17.177E 024 - TOWN OF PLEASANT VALLEY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 01/26/2005 00 5 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - THAO, RETIRED RETIRED THAO Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 10.580 Plat: 4823-CSM 18-4823 SEC 21 T28N R17W NE NE CSM 18-4823 Block/Condo Bldg: OUTLOT 01 OUTLOT 1 (10.58 AC) NKA PT PLEASANT HILLS ('05) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 21-28N-17W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 804499 2674/527 WD 01/26/2005 785871 10/049 PLAT 11/12/2004 779806 2694/591 WD 11/11/2004 779685 19/4880 CSM more... 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 01/26/2006 Description Class Acres Land Improve Total State Reason Totals for 2008: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00