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HomeMy WebLinkAbout042-1080-90-100 SOIL EVALUATION REPORT -��� 1838 p De artment of Commerce in accordan th Comm 85,Wis.Adm.Code agF' e� 3 Division of Safety and Buildings Steel's Soil Service County Attach complete site plan on paper not less than 8'/z x 11 in\andance must St. Croix include,but not limited to:vertical and horizontal reference and percent slope,scale or dimensions,north arrow,and locatie st road. Parcel I.D. —Pendm Please print all information. Revie d By 270 Personal information you provide may be u ed for sRfiQE'f'1 .04(1)(m)).Property Owner roperty Location Kubera,Roger A 1 2006 .Lot na SW1 4, S 1/4, S29,T29N, R18W Property Owner's Mailing Address of# Block# Subd.Name or CSM# '7 c 728 107th St ST.CROIX COUNTY na CSM 2Z > 36Q City State lip Code Phone Number City ❑Village ❑ Town Nearest Road Roberts I WI t023-83' 715-749-3068 Warren 107Th St ❑ New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: na Parent material Pitted outwash Flood plain elevation,if applicable na ft. General comments At Grade or Mound Design system elevation to be determined by designer based on contour line elevation and recommendations: 96. . ❑Boring# ❑ Ground surface elev. 96.85 ft. Depth to limiting factor 38 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-24 10yr 3/3 none sl 2msbk mfr gw 2f .6 1.0 2 24-38 10yt4/4 none sI 2csbk mfr gw lc .6 1.0 3 38-60 7.5yr4/4 c2d 7.5yr5/6 Is osg mvfr na na .7 1.6 Boring# Ground surface elev. 96.85 ft. Depth to limiting factor 58 "/in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-24 10yr 3/3 none sl 2msbk mfr gw 2f .6 1.0 2 24-58 10yt4/4 none sl om na gw if .2 .6 3 58-72 7.5yr5/6 c2d 7.5yr5/6 sil om na na na .0 .2 i *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<-30 mg/L CST Name(Please Print) -- Si ature: �� - CST Number David J. Steel ❑" 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St.Baldwin,WI 54002 715-760-0347 SBD-8330(R.07/00) Y Property Owner Kubera,Roger Parcel ID# Pending Page 2 of 3 Fi-1 Boring# ❑ Ground surface elev. 93.65 ft. Depth to limiting factor 36 " in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-9 10yr 3/3 none sl 2msbk mfr gw 2f .6 1.0 2 9-36 10yt4/4 none sl om na gw if 2 .6 3 36-55 7.5yr4/4 c2d 7.5yr5/6 Sid om na gw if .0 .0 4 55-60 7.5yr4/4 c2d 7.5yr5/6 ms osg mvfr na na .7 1.6 F-1 Boring# ❑ Ground surface elev. ft. Depth to limiting factor in. El Ground Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 I F-1 Boring# ❑ Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD s -<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. SBD-8330(R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Roger Kubera 994200 th St. CST-POWTSM SW1/4,SE1/4,S29,T29N,R18W Baldwin, WI 54002 Lic. #248956 Town of Warren, St Croix Co. Direct 715-760-0347 �ot, 3 �eR C S�/Yl Z"� �3�os Fax 715-684-3449 o✓44% of Lo r Z This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your use. The location of this test may or may not be as shown,as permanent lot lines were not established at the time the soil test was conducted. Legend N l"=40' ♦ =Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe • =Alt Benchmark Ele. 99.65 ft ❑ Top of 3/4"pvc pipe =Borings Boring Elevations BI = 96.85 ft B2= 96.85 ft B3= 93.65 ft t y/ B4= 0.00 ft Gc staff X4 ep efr�i L� t : ro y� 1- t 1 ---FOTURE ROAD Oj.. ,°'-I 'ic, �I � z N C i ill • \, ,SZZ r w M-4 , \ § LA -- O. j . T l .- Ol �OS ✓r^ • ""may' ' a�MYI Y1 K YYICR d� rJ0 rrpsr�Yr�r e ROGER KUBERA WARM YeF.LM Y11FYIl1 ,Y„� CONCEPT NY 811 I� ........« Yom.YYlK ■.. ... ��ucY�v RECEIVED 84!E5 8_7 APR 6 2007 VOL 22 PAGE 5365 KATRIJEN H_ Mjo:SH- REGISTER OF DEEDS z ST.CROW COUNTY RECE VVEED F R RECORD SURVEYOR'S RECORD 03/07/2007 12:10PN THE NORTH-BOURN 1/4 of MN FL A U` T D LANDS CERTIFIED SURVEY NAP SECTION 29 BEARS NOO°1 CRO W AS REC FEE: 13.00 REFERENCED TO THE ST. CROIX NOO'18'S6'W 5320.52•——— COPY FEE: COUNTY COORDINATE SYSTEM NORTH-SOUTH 1/4 UNE PAGES: 2 [R NEC NOO'38'26"W • NOO.16'S6"W 694.56' y 1339.66 628.57' • • 3286.29 n� 1 PST 68.00'x( — e o ! � > ah L2 L2 co, CD IC�i Oi w° i• � �� �° c' ��oo• g° =� ( IC o.z�o+l�� I � v �r I > L° cvn�n fit ° � c ( I� z ci IQ \ r vp� p oc MA SAC, 0 rn � ; -1-- • - �z tv -+ IN 1 D ri� r � �a•ccn,t*' > > { {{ 2 rn x r-° m rn 1�1 { q NI 40j!n C.)p�Z� v \E z� NOO'S5'18"W 278.18' s>-- °��♦ ( aca'�' (( oo �W z�QO to 1 a� m m y j N� �( rn rn O n o �''i�' �(v��N �Ir Z1 I{ °Lo>v { n �� �' 1 i SOO'S5'18"E \ ' - -.1 ' ato - � 170.00' �--- � 1 CA n40 97.74' 72.26' aidr 1 II �1i� �� � �S O °��Z\ iJ' ' g rP�ti's•, :4 SIP'- \ _ . .. \ \ ;.._ 2 3.53'- 329.54'-- I 0 66.01' a G n\ 502-02'07"E 361.96' W sn y d a REC N2'24'57"W 362.06' °= v c p C gn o QQ I-1012 —i—�107th Street Np N �o� -��oy pp VOL. 200 PG.6129 Ni C Cs N F-18, 8 XCCq�A � N^� > s rq ''Fc�i" SHEET 1 OF 2 z i Vol. 22 Page 5365 00 Parcel #: 042-1080-90-100 04/14/2008 08:14 AM PAGE 1 OF 1 Alt. Parcel#: 29.29.18.4571 042-TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 03/07/2007 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-KUBERA, ROGER W&JUDITH K ROGER W&JUDITH K KUBERA 728 107TH ST ROBERTS WI 54023 Districts: SC= School SP= Special Property Address(es): '=Primary Type Dist# Description '734 107TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 14.920 Plat: 5365-CSM 22-5365 042-07 SEC 29 T29N R18W PT GL 2 LOT 1 CSM Block/Condo Bldg: LOT 01 22-5365 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 29-29N-18W Notes: Parcel History: Date Doc# Vol/Page Type 03/07/2007 845987 22/5365 CSM 07/21/1999 607256 1443/479 AFF 07/21/1999 607255 1443/477 WD 09/24/1997 565854 1266/097 WD more... 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 03/15/2007 Description Class Acres Land Improve Total State Reason Totals for 2008: 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 V, 1 I r _-AM11FOR ROAD ,LOS ti xz f -. ♦ 'fit` e�..,_ p i •..... A. \ \ OD � iii i i♦ 2n�, i__�1,.., w O ,. ♦ \ i \ cJ V 201 �. ♦ 0, — 08 t ♦ r.. o+- - .. ,jvifw S 2�,. 177 rrA w K ROGER KUBERA r+rro rwr rrr r r»s.r vaa� a.wo 7Ciw1 O itiliiHl °r+:-+ate ""'+..r.� i.we CONCEPT wled kv#n err.wv.w `VIscons%n SOIL EVALUATION REPORT #1576 . in accordance with Comm 85 Wis.Adm.Code Page 1 of 1 Department of Commerce Division of Safety and Buildings Schmitt Soil Testing,Inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St. Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. ParceI I.D � L� -�oK Please print all information. Ijeviewed D to Personal information you provide may be u for seac>�m®�1D<ASE�ivacy w,s.15.04(1)(m)). Property Owner I[C�i G ii G roperty Location Kubera, Roger o NW1/4, S 4S29,T29N,R18W Property Owner's Mailing Address of# Block# Subd.Name=CSM# 728 107th St. City State PC e' Phone Number ity []Village Town Nearest Road Roberts WI 715-749-3068 Warren 7 Use: 450 GPD New Construction Residential/Number of bedrooms 3 Code derived design flow rate ❑Replacement ❑ Public or commercial-Describe: Parent material Till over Limestone bedrock Flood plain elevation,if applicable na ft. General comments and recommendations: B4 was completed to verify the findings of the soil report completed on 4/22/98. The original borings, bench marks and contour line were remarked. F-11 Boring# ❑ Ground surface elev. 95.07 ft. Depth to limiting factor 27 in. P 9 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/t2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-14 10yr3/3 none I 2mgr mfr as 2vf .6 .8 2 14-20 7.5yr4/6 none sl 2msbk mfr gw 1vf .6 1.0 3 20-27 7.5yr5/6 none grsd 2msbk mfr cs --- .4 .6 4 27+ Limestone Bedrock * Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 s30 mg/L and TSS S.30 mg/L CST Name(Please Print) Signature: _ CST Number Thomas J.Schmitt , �� 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 8/11!2007 715-247-2941 ssD-8330(R07/00) v� 720 lee vh -('y yi 1614-706 Alt t'h=& Schmitt Soil Testing, Inc. 8/11/07 1595 72"St. New Richmond, WI 54017 Re: Verify soil test for Roger Kubera,(original test was completed for Robert Sievert on 4/22/1998) A boring(B4)was dug and evaluated to verify that soils were consistent with original findings. The original soil borings and benchmarks were located and reflagged. The original contour line established at 97.65' was staked along with a contour line established at 97.39'. The reason for the second contour line was to move the mound down hill away from the property line,this would give more space on the upper side of the mound in case a driveway has to be constructed there. With the contour line established at 97.39' and a depth to limiting factor of 26"the system elevation is 99.55'. CST 227429 Thomas J. Schmitt I .9 'i �',P,f•� �cl� � � fJC7—e e t � ? .abor and;Ftuman,Relations ••••••••••••• — -'--------•—-- Page i ot" v. Nviste i-of Safety and Buildings in accordance with s. ILHR 83.09,Wis. ;ach,p,otnplete.:site.plan,go.paper,npt,less:.than 8 1/2 x 11 Inches in size..Plan must County Ktz taut not limited toc vertical and horizontal reference point(BM),direction and erb6nt slope,scale or dimensions,north arrow,and location and distance to nearest road: Parcel I x A696 7 1PPLICANTINFORMATION m Please print all information. Re Y,- ,--,?0 'awned Uiftirmatlot►you provlde tray be used for secondary purposee(Privacy Law;e.16,04(1)(m)), i r oNnqr : . Property Location /<.,.. / Go of 1d14 'fop, y C+wner's`Mailtn�Adtlress' Lot# Block# Name or CSM# L - State Zip Code Phone Number Nearest Road t 'F r� 032 �5�9-35"�y El city ❑ vivage own �ffr t�` ®fNew Construction Use ❑Residential L,Number of bedrooms 3 Addition to existing building Replacement'"'"''''i" '" "` "' ❑Public or commercial'-Describer° ,/ Code derived daily flow Recommended design loading rate` bed, trench,gI)W' . Y y gp'd� 9 9 91 � .`Absorption area required„ oed,ft2 37SGr trench,ft2 Maximum design loading rate gybed,gpd/tt2 trench,gpd/tt? ,{ aReoommengod.inflltratlon,surface elevations) ,C�• ro�� it(as referred to site plan benchmark), Additional,design/site considerat/ions s y �5�a� ors �o��car L%n P G`f .6�s,�i•� a 1��/7_�16.s► ” :Parent material 0.0 I aa�T� L°sP/f`yiL+�i Z),or Y'a,B : C'S' W car-,Flood plain elevation,if applicable S. Suitable for systemConventionali Mound In-Ground Pressure AT-Grade System in'.FlII Holding Tank o f U;•..•_ ; Unsuitable for system ❑.S . Ut PIS ❑ U El au ❑S Rr U ❑S` ow ❑S` : 3U ' SOIL DESCRIPTION REPORT i3onn #; i•Jorizon Depth ppmioant,Color Mottles Structure 4 GPD/fts�? 9 Texture Consistence Boundary Roots' .'., Munseli�,..,, .Qu.Sz..Cont.Color Gr.Sz.Sh. B a r renah Ground i3 Do/O 4)",e /rrz � v limiting ? r � t I iemart: �¢ ,.,,:«Ma.e..ws..:.'x�. �,..:.y:•;..w,,:ea+E v.eni.,v.....<.w.,, .,,.,w .. .. .... ,. .. .Bonn #` ` i. OG� rs�;a�,-fir .•Ground „, t i V y n : , , s Oepih to t , 1(�jn ;Remarks 0 WE _.. _ . ., 'Telep one"No. CST Name (Please.Prin Signature �r Date CST Number / SOIL DESCRIPTION REPORT page�_at PROPERTY OWNER nkP�fr� ✓��°�C�'T PARCEL I.D.#P� ©rC`�4loc^/cc`)P`O �2 o Boring# Horizon Depth Dominant Color Mottles Structure 'Z'' In. Munsell Qu.Sz.Cont.Color Texture Gr.Sz. a Consistence Boundary , Roots. Bpd Trench 0=.o © 3 .3 L m r- ;,7 y,e y Around J' y/ elev I?epth to limiting r. ; factor , i t. Remarks: Bpnng 14 1­1 13 I Ground elev. _LL , r ft. De'ptla to i i limiting F,r M.. .4.. .._., .. _ factor in wn rya SRemarks " �klodzon `Depth �DommantColor ; Mottles Structure Texture Consistence Boundary, ots ` } in ,Munsell,> + Qu.Sz.,Cont Gr.Sz.Sh. { ry Color Bed Trench Bonngwt �� ... '.'.... 1 Ground •+ ft :F-: s -Depth to ` ins S �f i_.Remarks Boring Ground +' elev., ft. ....n..«r �tiF. ...,... Depth to. faC�f�n T ? ..Remarks,"j, ggz 1 N� /Vt 76P af` � 'i S eN/ � Cc�I�trr S /a� Jvu��� G✓Ns �" Cc>cn�r ►' Line �{3 Lk'RED ope � 8a '01 1 5//ole 4B3 C Sly rop� AL S*Oufh Proper'/ Line A x BM 66er-F :5iever+ Tomas J, C5 TPI ober�S , W Y. �/O.23 Nw S27 Tai Mok) ......... ab Af 100 �,7 e 4� ' any UgQ 80 ,�/ / c�c C� 119940- Ro.��4 ``����G � J"u� Z JAMES O'CONNELL Register of Deeds 9 CERTIFIED SURVEY MAP THOMAS SEWELL —� Part of Government Lot 2 of Section 29, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin, indludin part of Lot 3, f that certified survey map Indicates 3/d r, iron bar found. recorded in Vo 3, Page 899, of St. Croix *Indicates 1" iron pipe found. County, O Indicates 1" x 24'' iron pipe weighinc Certified N //4 CDR. SEC. 29, rz9N, R/e w 1.13 lbs./lin. ft. set. Survey Maps. m U_NP L A 77 ED L ANDS Indicates County Surveyor's Mon. - --- ---- ---)4—Indicates fend I/4 COR. SEC. 29, ---)4—Indicates V E/W 114 LINE 729 N, R /8W to h N S 88• 43 ' 48 "W 5223.89 ' N 0.68 7 1.0. 8 9 ' 26/6.54' W 1856, 46' R I 1854.53'1 -L" N N W 114 CO R, o, M !, This instrument drafted by ° ^ L O r N sr c. 29, r29N, Laurence W. Murphy o N --- R/8 W ° N8B•4/ '3/ "E 77.00'RIN88"43'48"EJ N/S 114 LINE --- - - - - � W LOT 5 N qah ° 6N L0r2 p 17. 744 ACRES 772, 929 SO.fr. N 17. 212 ACRES EXC. ROAD EASEMENT p O� 749, 755 SO. FT. - - - ---�— �I CniW i Z� a � '4–��— L 0r3 �I Q N I M „-J� 548,9B' JIin 350, 4 ' 486. 95 ' R 1 487, 06'1 t 62.0 r M 3 588.43 /4 9,62 R (S 88.43'48 W) n JI to I to to _ -D A w 1'4 "E 351.57' O° q to — N — — 1 co EASEMENT ROAD b b Q M 7 O VOL. 702,PAGE b e° \ WI 62/, DOC.No. a¢'. hqj 398715 ¢ APPRO ED � � . 4 -7 3 � ROAD EASEMENT AS SHOWN ON �HA T C.S. M. RECORDED AUG x:494:1 3 Z IN VOL. 3, PAGE 899, ST. CROIX q co COLINr✓ C.S. M. 'S m 1,b ct 7 " /0/�I �°ST. CROIX COUNTY 10 1,� G N S;unprehensive Planir m* Zoning and ° ��• a C Pa-ks Committee `l LAUR m W 4C.P or- If rot recorded 1 3 within 30 days of E GOV. LO r 2 RLLS, apoval daTbv ��� : � . SIppaffmaki aLA89.0 '355 W 360.49S R I S 89.07'35 "W1 LOT 21 C. S. M.I VOL. 21 L urenAiiwl k'Murphy R I S 89. 26'0 5 wl e gi tered Land Surveyor PAGE 570 SCALE / 200' O 50' /00' 150'200' 300' 400' 500' 600' Owner's Address: SHEET 1 OF 2 63E Kuiaha Road Dated: June 10, 1994 Haiku,"l), VOLUME 96708 "Revised this 31st Day of July, 1994." �j fo 40F yU" VOLUME 10 PAGE 2796 -wisconsin a oartment,of Industry, SOIL`ANG SITE'EVALUATION Latior an t 9�uman,.Relations Page of D(ylsic;gr of§afety and Buildings in accordance with s. ILHR 83.09,Wis. gtta i oornplete.,site,plan,.on.Paper.,n..pt.less than 8 1/2 x 11 Inches in size.,Plan must County -inc�u e,but not limited to: vertical and horizontal reference point(BM),direction and percent slope;scale or dimensions,nort h arrow,and location and distance to nearest road: Parcel LD/./# © oA 14, APPLICANT`.INFORMATION,- Please print all information.- Reviewed by ,Date.° powmal lri6matloh you proVide may be used for eeaohdary purposes(Privacy Law,e,15.04(1)(m)). ro arty.ow n. er Property Location s� 0�7 oZ �o ) .. I Govt.Lot /4 1/4,S T ,N,R A, r W � Property OVvner s Mailing Address ) Lot# Block# Subd.Name or CSM# t AO 2914 t CI i State Zip Code Phone Number Nearest Road D32 ( 7/S)7 --?r* city El village Town 1 I .,.�" Mr$'", �s r. -•...nom F..0 a.F.x,.... ..,.,. i , .rvr.3..n a..P,r.M: v .. ;.. . ... - ... m. , 4� f ,®New Construction Use El Residential Mumber of bedrooms 3 Addition to existing building Q9ROplacehient"°"'" ''i'` '"ti "'i Public or commercial Describe: tt' FCode derived daily flow '��gpd Recommended design loading rate ' bed,gpd/ft2�trench,gpd/fl2 :Absorption area required? bed,ft2 37S trench,ift2 Maximum design loading rate gibed,gpd/ftz -� trench,gpd/tt2 w Recommended.infiltration,,surface elevatlon(s) �fd- �o i _ft(as referred to site plan benchmark) Additional desig,Nslte considerations SVS ��. y�«s�a� a�� �o��o ur L%n v L r�u d/.'S,�i•� of 1�7_ 6 r'' £,Parent material �10.0 i u..l���/�a���7.���f���i GYYies�or�e .�esi c/ku.�-�Flood plain elevation,if applicable /1'� ft i Conventional Mound In Ground Pressure AT-Grade System in.F)II Holding Tank Sys,,,,,, Suitablevfor system ,,,, ;,, R ' U,,=.._. 'Unsuitable for,system .,. �S U; S ❑ U ❑S OU [Is Q U EIS" 0'U �.: �k+aaM 5 w,vytswliewY ,-,rnr..a,<:,,,w P..•srM..:.M .,,�r+kv+a.r"wM.aw;,;: .: ,..;am x „" � ._ . :,,:: .5S,v:s:, .s SOIL DESCRIPTION REPORT .�t SOnng#, Hpnzon Depth 4?mI[)'Ap,Color Mottles Texture Structure Consistence Boundary `Roots ` GPD/ttz Jn. a Munsell .... Qu.Sz.,Cont...Color Gr.Sz.Sh. Bedr' Trench 7 Ground .3 7' ,DO/ Z ti IS XWe 191211e elk Sft i j s limiting 777= i , £ �- factor r. "fin"H; Remas �. . t € 0. r Ground F Depth to t0 , Ilmiting fact r a $ s w E r , � in. s Remarks: i { one�No� CST,Name,(Please Print', Signature e. P ( " Addres / Date CST Number Dui .JOm�° 1. 1 PROPERTY OWNER kD�er SOIL DESCRIPTION REPORT n Page-�o PARCEL I.D.# ®r6 V, -�L�d-'IO-9D S BOrift # Horizon Depth Dominant Color Mottles Structure 9 _Texture Consistence Boundary, , Roots, In. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed Trench . 3,. d- o. 4 .3 3 ------- L m r . G - ) elev ,,�, Depth to limiting i factor �N n ,i J1 �Yr�'+K'�Sr4.M nv«�x,�•� .rh-++�.:W r.w :.:.; +w :,n.. i e.,;,; .. „ �; y � L Remarks: s„ Boring# x y i G' d elev a ' Degtf�to', ts 4 limitingw .factor ., ,W f R"O rksti K ! Horizon 'Depth Dominant Color ; Mottles Structure p �s~ +, .r • ` -in. �, :MunseU 'A .. Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Consistence Boundary Roots Bed,;;;'Trench Bon�tg#ti i rK wti t.... Ground. _..._ . elew'` -: :Depth to ilmiting _. �ifactor 3 m: 4 x_. in Remarks 4 fie „Boring#W # Ground i ^ ; � elev ft i H-3 13 Depthto .,>w .. �•..,._;. .., ., .. ., ., V7 I • a i ct , + Remarks. I SBDW 8330(R 08/95) � � 3&f 3 P 11c RM := - 2 ,1 / / ? J6' N I�� yon � 07 kyo 1_i4 / it s. /fie/ /U7 CoKnNr dale. 0itJ/I NS' / 4UlhL'� C L. /Dl_ 9y' B �4 Rd 4/3 t p � ,4k a , e ,r Lf I�Q-+ � �+� � its P,.. ... •,`$CJ e .i i 1 i F I� I Z-1 n e- f> Stkl 1 �t f'ro�0er i y t ,. iravi9izr19 ��'or .,. 06er 'J. f vEl� 1.�ca�ainq ��/: TorY,aS ' T � (/ fr dS ls;t/ /✓U /,©I`/�,)y, �� ,�0` D } f r r J'� 'O- �/_ /,o �(jJUL(�i1C/ RECEIVED APR 6 2007 a z�9 e VOL PAGE 5365 KATHEEEA H. WjjES-p- REGISTER OF DEEDS Z ST.CROIX COUNTY RECEI VEDxF R.RECORD THE NORTH—SOUTH 1/4 OF SURVEYOR'S RECORD 03/07/2007 12:10P" SECTION 29 BEARS NOO'16'S6'W AS MN PLA"TLD LANDS CERTIFIED SURVEY NAP REFERENCED TO THE ST. CROIX NOO'16' ——— E 13.00 COUNTY COORDINATE SYSTEM/ S6`W 5320.52' COPY FE:NORTH—SOUTH 1/4 UNE PAGES: 2 FIN EC N00.38'26" 9. W 3366 • 0Ol6'56"W 694.56' • \ f: 628.57 • 32$6.29 33 / 1. rn+ rn o i p co I r-3 p _ I I Ct�i (.i w v �• �� O O �p G :WO i N I U D zoo ^� I rn c ( v ° –+ I .� �° I � .+-arc — — I`.+ I p cn� P �. i _1 > ( m N c �i� I� >acq x � 9 co NZi/f� °i:a! N�I fG� © nOfZ� v z� z NOA WW 278.18' .. $ a, I? • ", II ca CD ANY? 1 S29 rn y =vii m s i SOO'55'18"E 7n a 170.00' --- vm N 1­4 r 97.74 72.26 rj in Pit co W m -4 z X > I � ^�'� ��►� �� : �I '• �o� � Fl Y3, 9.' S02`02'07'E_36.. 960 Inc, n n v ��QO -� REC N2'24'57"W 362.06' a: Cc=1"D!ir v C A �Q�O � T£107th Street § _� c c s z I LOT 2 C.S.M. ON QQ �y VOL. 20 PG. 5129 10 r o w c� • y, �x z � ►*, � "'�Z F�s� SHEET 1 OF 2 z :,Vol. 22 Page 5,365, 0 y O s -0 n o m F c �' o ��11 c 3 m m n v m � � CD w m f; 3 r o Cn (n N O n N N tNi� 0 CIl J CD N O N <� • S C :E N Nr CL a a m CD cn o w c ? p S A o O rn 3 O 7 N N O " = T �N Q �► (D CD D e. CA 07 N C O O lot CD O _ \ J (0 (0 S O O C CD J J y .D T -0 �1• o o o 0 M p N C Z O y y y - O D CD m o O o m m yo cn tr T C'D _ (D A ON (b 3 d w CD CO '" ll Z ID Z �J O D j CD CD CD LP� �• m m J' N m CD CD CD m °- 3 � <D (6 a A C ) NPO CD W (D CO CL , Z z O 00 3 N � G CD w � I N v - N CD CD i> 3 D c 0- x x a @ - I a CD ow @OD-n5' :3 m � CO O a. C O O T . =r N O C Z d C y O CD 'O S 7 CD CD 3 _ c CD m ao 3 o c W 3 N N O CD O N p 3 p ' - w v' tT CD n N y O y O O CD q N 0 cT N-' 40 m wS o it N CD p N (D(D 4 0 b O CD O @ rG a 6s O O i Parcel #: 042-1080-90-000 01/04/2008 09:18 AM PAGE 1 OF 1 Alt. Parcel#: 29.29.18.457H 042-TOWN OF WARREN Current ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 03/07/2007 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-KUBERA, ROGER W&JUDITH K ROGER W&JUDITH K KUBERA 728 107TH ST ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): '=Primary Type Dist# Description '728 107TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 20.250 Plat: N/A-NOT AVAILABLE SEC 29 T29N R18W PT GL 2 LOT 4 CSM Block/Condo Bldg: 3/899(14.59AC)& INC PT LOT 5 CSM 10/2796 COM SW COR LOT 5 POB;TH N 00'W Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 694.88FT ON W LN; TH N 88 E 350.64FT; TH 29-29N-18W S 01'E 693.26FT TH S 88'W 360.47FT ON FENCE LINE TO POB Notes: Parcel History: Date Doc# Vol/Page Type 07/21/1999 607256 1443/479 AFF 07/21/1999 607255 1443/477 WD 09/24/1997 565854 1266/097 WD 07/23/1997 871/178 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 226941 375,800 Valuations: Last Changed: 06/08/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 20.250 93,700 183,600 277,300 NO 2 Totals for 2007: General Property 20.250 93,700 183,600 277,300 Woodland 0.000 0 0 Totals for 2006: General Property 20.250 93,700 175,600 269,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 12/0411998 Batch#: 516 Specials: User Special Code Category Amount 018-RECYCLING SPECIAL ASSESSMENT 15.00 Special Assessments Special Charges Delinquent Charges Total 15.00 0.00 0.00 FORM NO.985-A Kr ma,Lc-o"M �S$i ►.' ��� K- SCROIX COUNTY CERfI FI E D SURVEY MAP SCALE IN FEET UNPLATTED LANDS THIS INSTURMENT DRAFTED BY 13S3 JOHN D. NICKLEBY 0 200 1400 SW— NE I POINT OF BEGINNING CERTIFIED SURVEY MAP AS RECORDED IN VOL. 3 vAGE 968 S 8 8° 43' 48" W 1317,53' S 88°4348°W 88.45' 448. 55' CORNER d'�o 537.00' 15 15.95 E 1/4 CORNER W I/4 0 ��24.5 SECTION 29 T29N, R18� a E. — W 1/4 SECTION LIN O 0 NO Nis , _ y1 ~�_ o ;°° �ti° I z M LEGEND— o l {� C oo N �� °i 0' 2.90 ACRES J N a� Z 3 W Z� a6 = N 88°.43'48"E. 537.00' `t EXISTING I IRON PIPE J�,,� i w it a 77.00�p 460.00 LL 3 (01 O 3/4" X 24" ROUND IRON BAR w LL H m °l: 0 ° o a z� 1,502 LBS./ L. FT. SET I- w o O 7492 4 ~a I 0 0 � c_� `n - JI 1-- SECTION CORDER BERNTSEN CAP O w_ 0 2.16 ACRES O I. c d1 Z W LrJ �' NO N X N N W! ZI a ? a .moo 460 . 00' _I �I S EXISTING 3/4" IRON PIPE V/ m -' M. 0 0 S 880 43'48 W iY z J� C N a N v O w 21 ie---r EXISTING FENCE W.W V� O c N 0 �I 3 y 0 In ao l 3 sle7 3 6 s' W O .� oA 2.16 ACIRES !!``(��,p,`o a O `"' o'�\ e ` `7T'a h 487.06' 21 4 6 0 . 0 0� a IT ° 02'55" DEC E v y t 88°43'48°W 947.06' Oo 5T o6 -. 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