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HomeMy WebLinkAbout022-1099-90-400 ST CROIX COUNTY PLANNING & ZONING MEMO DATE: October 30, 2009 To: Paul Hanson, property owner Code Administrating FROM: Pam Quinn, CST/POWTS Inspector #665054 715-386-4680 Land Information 6 RE: Lot 2 of CSM 19-4933 in NW 1/4 of SW 1/4, S34, T28N, R1 8W Planning Town of Kinnickinnic 715-386-4674 At your request, I conducted an on-site inspection on October 28, 2009 to RealPropc°rty determine the accuracy of data provided in a soil and site evaluation report dated 715-386-4677 3/4/2004 by Carl Heise, CST #220554. Based on my findings, the soil conditions Recy,aing differed from those reported in the 2004 soil evaluation due to observation of 715-386-4675 groundwater seeps in all three hand-dug borings occurring between 12 and 19 inches below surface grade. The first boring was located between Mr. Heise's 61 and B2 on the upper portion of the tested area and water was observed seeping into the hole at 12", just below the A-horizon. The plow layer was extremely wet and nearly black in color (10 YR 2/1) so I could not identify redox features, but suspect they might be visible under better, drier conditions. The most recent rain event was on Sunday, October 25tH Another boring was dug approximately 20 feet up slope and conditions appear to be a little better, with a slight color/structure change at 12 inches and water seep occurring at 16 inches below surface grade. Again, the soils were extremely wet, which makde determining color and texture difficult. Redoximorphic features, such as iron concentrations, were not visible under these conditions. The observed water seep gives a good indication where seasonal high water occurs at this time of year. The third boring, which was approximately 115 ft. above Heise's B3 and 50 ft. above my boring #2, had more distinct color, texture, and structure changes between horizons. Horizon 3 is a massive clay loam, olive in color, and water was moving into the hole at approximately 19 inches below surface grade. It appears that it may be possible to locate a site on this lot that meets the A+4" minimum to allow design of a mound Private On-site Wastewater Treatment System (POWTS). It would be worthwhile to have another soil evaluation done to allow an alternate area to be used, which would allow you to build a pole barn in the vicinity of the 2004 site. If you prefer to use Carl Heise's tested area, then an on-site by the Dept. of Commerce's Wastewater Specialist during better soil conditions should be scheduled to determine whether an individual site design for an A+0" mound would be necessary. ST. CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, W1 54016 715-386-4686 FAX PZ@CO.SAINT-CROIX WI US WWW.CO.SAINT-CROIX WI US ST. CROIX COUNTY f WISCONSIN PLANNING & ZONING DEPT. ST. CROIX COUNTY GOVERNMENT 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 FAX (715) 386-4686 COUNTY ON-SITE VERIFICATION FORM 1/8°F 2% yr. H, ~a W/A 0e reel ~i1'rn sihez /o Z v5 lyr , C'.arr 1>rcy erl:; l .=ali n Plau akn~rkx /'~wl yk!) d 314T zt I I R /y E Rr rt, n l - f: alhlll bar:...z. I.cd = Rb k. _yl ~ L I l.,u~ ~<f•:I» Club d, csrh i~ 3 3 pzZ-~ 0-0 lr Slat•_ c51-•C• ibr• F.1 lcne IIwilb.'r ❑':ir, ❑':'ill.l':I : -e 11 1I~an-sl Pool I I 'c'n lrllclion U F:asi'JanUal: I1tIn11-r of k- if ms I aari; -l l si In ff'.': rab=/^ ~n (~~y~ p }APE ❑ I' i 1l Il,~lll I❑ F lli Ile f r I11111~fClal - C'e IIL D ZZ - / r~ / j w/ia U P,lr 111 nlll-rial iUpY~vIC/j -Q (I -Pl1A Flc, .l Pl:lill al;;;oti:'ll if 11 ; 1ic<}Lle /U/ fl. Il I }I r,lli11~11~ ~ 9 'R, ~ 'y r1/4" F/C ~ /~,In`I S w Iiceill;I ~ D Z ❑ 1 •il dc'uncl:~.ufl_~ gala',. il. L'.:;,lh l~ ~ Ilr~llllll,l Ll•:b.~r < in. fIC'fliCdl [,:pIh Ev'millalllRvAc-xEicc--iiptlc,l I.;xlllle Stfu.- It]rQ '=C,ISISIPIU:'_ fioUl}Cl:lf'i Roc1s FE!'a' in. FLIII&-f l C'u. Sz. 'wont. Cole, r. Sh. E ft» 1 E(f» ' D- L -0 a r c 2 A Vl~' bv',v PhA Vn nt:s tt T- 1 ❑Z E'Iln'~ e,lll<t -v 0 2o' aW / (o/ ❑ Fil C:roun'9sunccee4' /a • fl. '.1;~lh t1 'n ilirnl f. rb_'r in. _ `icii ;,p ;iicaticq, Rate IL'fb"Il [-Il--lh Ev-mi nnlf of-x E'(s':II}IF'll I< llll~ SIfLICIufR ( r I _ _,lsi:.lanc~. 6oun<lari 6c-ct6 ,;PE ft in. HLIM.- i SAL ` onl. C;ol:a r. SII. Eft»t Eff»2 Q rl Z 01?- i sd 2 vvi1~ W'e 1 l1') 'id 147519k- dw q ST. CROIX COUNTY ON-SITE VERIFICATION FORM Par .:I Ili 07,207,2-- /011 ~ /~~U' 700 ! F~..,i,]° LZ ,,f/a.7 LJ I III,~~ , I 'J',,,,. IJ ~'J t~ D --ling C-,, LIAVr10 ~ " J ❑ Nil undSLIfIf el fl. Cieplh b_, limiting f.xl•~r In. 7cil ~,,pplicoti_di F,to Il:;rir n [4:1 lh Elomirkml A& F:?M DOSS ilANi Tow ;tractor Cc lsisie :a c-oLm lar f Portz. GPD (I in. (aunsell ,u.=enl. Cci a ~~I. t - h. 'Eff-2 D ( S('~ Z V~_ /0 V9 2 i- y ~3 Sic ~rnv C i 1 © pin - 117 174 a z ti 9' Doling F-1 ❑ Nil C=~rc•urn-lsurf.xr:-.-hr,•. fl. [:~c•l:dP~ to limilirng (aclci in. ,ril;:,-•li~:.ui_~n Fit, IIc•riz n l -plh Gomillinl I::ed_ir ha.b_,x l e •.lil.li: n (;•xlUfE ~,tructur•.• '.:cicklowe G, un•U, Rwz. •GPG.fI in. taunsell ,u. _cnl. =::i r li. 'UPI EP 2 ❑ BAN= ❑ F~_ 1in41 ❑ f'i 1 c rouncl su rf,, ::l . Il. C el al i l • limitin l fa• for in. Ilorizon CSI:Ili G:•niil~inl kr 1 doxGasail•lion T=.•~lur `,UOCtur•- '.,'Ql ,LWWe ITAI lar, Wal. MIAfI in. taunsell :u. ;z. C:oni.! _(I A.` 1. 'UPI W-2 Efflua,l =1 = B :C 33 22-2 mg.L awl TSS 30 t mg:L ERltr_ v -1 = BOD A nU L vI TSS 1 30 myL G57 To C o, RA N1 caY~ ~►~IJ r ~v S3 B1 41 9y 9~ BM 15P; +J. 21 see p1l<IL 0 v<- BA4 5~l( waa~t~ 7"ve, t c~~ovc~~~ ~ t=Z, 1oo,a~- v~s~b~ L Sao' 33 I , 4 3 SE L~TCoYrC~ Magri ,4 q 60ri~ s 10/2~IO~ Q CSC ~~~5 J 5 NCO PY 26 SOIL SURVEY with water for periods long enough to adversely affect shrink-swell potential of the silty clay subsoil and sub- or delay tillage. Maintaining soil tilth and soil structure stratum is high. is difficult. Most areas of these soils are cultivated. Where excess Most areas of this soil are cultivated. The soil is mod- water is removed, the soils are moderately well suited erately well suited to corn, oats, and grasses. Depth of to row crops. Most small areas along drainageways are the rooting zone is limited for most farm crops by a in wetland pasture, brush, and a few trees. firm, silty clay subsoil. Controlling erosion and main- Representative profile of Derinda Variant silt loam, taining soil structure are important factors of good 1 to 6 percent slopes, in a cultivated area, 330 yards management. Capability unit Ile-6; woodland group west and 30 yards south of northeast corner of SE1/q„ 2o1. sec. 34, T. 28 N., R. 18 W.: DeC2-Derinda silt loam, 6 to 12 percent slopes, Ap-0 to 9 inches; very dark gray (10YR 3/1) silt eroded. This soil is on areas that are peripheral to the loam ; moderate fine and medium subangu- ridgetops of the shale uplands. Most areas are long lar blocky structure parting to moderate and narrow in shape and range from 5 to 15 acres in medium granular; friable; common roots; size. slightly acid; abrupt smooth boundary. This soil has a profile similar to the one described as A2-9 to 14 inches; dark grayish brown (10YR representative of the series, but the silty mantle and 4/2) silt loam; common fine prominent surface layer are thinner and the surface layer contains yellowish brown (10YR 5/6) and dark more clay and is less friable. yellowish brown (10YR 4/4) mottles; Included with this soil in mapping are small areas moderate thin and medium platy struc- where the silty mantle is less than 10 inches thick and ture; firm; common roots; medium acid; a few areas where it is 30 to 40 inches thick. Also in- clear wavy boundary. cluded are areas where layers of loamy drift are in the B1-14 to 18 inches; brown (10YR 4/3) silt loam; 6 subsoil and a few small areas where slopes are less than common fine prominent yellowish red 6 percent or more than 12 percent. (5YR 4/6) mottles; moderate fine and Runoff is medium, and the hazard of erosion is mod- medium subangular blocky structure ; erate. Erosion has caused tilth to deteriorate and has firm; few roots; medium acid; clear wavy reduced the content of organic matter in the surface boundary. layer. IIB2t-18 to 25 inches; olive (5Y 5/3) silty clay; Most areas of this soil are cultivated. The soil is well many medium prominent yellowish brown suited to oats, alfalfa, grasses, and a limited amount of (10YR 5/6) and many medium faint olive corn and other row crops. Depth of the rooting zone is gray (10YR 5/2) mottles; strong me- limited for most farm crops by a firm silty clay subsoil. dium subangular blocky structure; very z Controlling erosion and maintaining soil tilth and or- firm; few roots; very dark gray (10YR ganic matter content are important factors of good 3/1) clay coatings on ped faces; medium management. Capability unit IIIe-6; woodland group acid; clear wavy boundary. 2o1. IIB3t-25 to 30 inches; olive gray (5Y 5/2) silty clay; many medium prominent yellowish Derinda Variant brown (10YR 5/6) mottles; moderate me- dium subangular blocky structure; very The Derinda Variant consists of nearly level and firm; few roots; very dark gray (10YR gently sloping, somewhat poorly drained soils of the 3/1) clay coatings on ped faces; slightly shale uplands. These soils formed mainly in silty sedi- acid; clear wavy boundary. } ment and the underlying silty clay weathered from IIC1-30 to 40 inches; olive gray (5Y 5/2) and shale. Native vegetation was wetland prairie grasses, pale green (5G 6/2) silty clay weathered brush, and such trees as elm and ash. Unless these from shale; medium fine prominent light soils are drained, the subsoil is saturated with water olive brown (2.5Y 5/6) mottles; massive; throughout most of the year. extremely firm; neutral; clear wavy ' In a representative profile the surface layer is about boundary. 9 inches of very dark gray silt loam. The subsurface Cr-40 to 60 inches; olive gray (5Y 5/2) and pale j layer is about 5 inches of dark grayish brown mottled green (5G 6/2) clay shale with frag- silt loam. The subsoil is about 16 inches thick. In the mented limestone; massive; extremely upper part it is brown, firm, mottled silt loam, and in firm; mildly alkaline. the lower art it is mainly olive and olive The solum thickness and depth to shale bedrock range p y gray, very from 20 to 40 inches. The silty mantle is 15 to 30 x firm, mottled silty clay. The substratum, to a depth of inches thick. The Ap horizon is very dark grayish about 40 inches, is olive gray and pale green, extremely brown, very dark brown, or very dark gray and 6 to 10 firm, mottled silty clay. Below this, to a depth of 60 inches thick. inches, it is olive gray and pale green clay shale. There In places loamy bands of glacial drift 2 to 6 inches a are limestone fragments in the shale. thick overlie the silty clay part of the B horizon. The Available water capacity is moderate, and permeabil- C horizon is clay shale and silty clay residuum 3 ity is slow. Natural fertility is medium. The organic weathered from shale. matter content of the surface layer is high. Depth of Derinda Variant soils are near Derinda soils. They the root zone is limited for most farm crops by a are more poorly drained than Derinda soils. perched water table and by the very firm subsoil. The DfB-Derinda Variant silt loam, 1 to 6 percent Parcel 022-1099-90-400 03/03/2008 10:57 AM PAGE 1 OF 1 Alt. Parcel 34.28.18.538D 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 02/23/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - HANSON, PAUL T & LEANN M PAUL T & LEANN M HANSON 26 SADDLE CLUB RD RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 1233 CTY RD M SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 13.001 Plat: 4933-CSM 19-4933 SEC 34 T28N R18W NW SW CSM 19-4933 LOT 2 Block/Condo Bldg: LOT 2 (13.001) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 34-28N-18W NW SW Notes: Parcel History: Date Doc # Vol/Page Type 06/08/2006 827090 WD 02/23/2005 788133 19/4933 CSM 06/24/2004 766848 18/4779 CSM 01/09/1998 570995 1287/124 TD 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/06/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 13.001 2,000 0 2,000 NO Totals for 2008: General Property 13.001 2,000 0 2,000 Woodland 0.000 0 0 Totals for 2007: General Property 13.001 2,000 0 2,000 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 sir Windows XP Windows printer Test Page Congratulations! If you can read this information, you have correctly installed your HP color LaserJet 5550 PCL 6 on sccpz2. The information below describes your printer driver and port settings. Submitted Time: 2:57:51 PM 2/19/2008 Computer name: sccpz2 Printer name: \\sccpz2\lj5550pz Printer model: HP Color LaserJet 5550 PCL 6 Color support: Yes Port name(s): IP_172.17.129.165 Data format: RAW Share name: 115550pz Location: Planning & zoning comment: Hp LaserJet 5550dtn color Driver name: UNIDRV.DLL Data file: HPC55506.GPD Config file: UNIDRVUI.DLL Help file: UNIDRV.HLP Driver version: 5.00 Environment: windows NT x86 Additional files used by this driver: C:\WINDOWS\System32\spool\DRIVERS\w32x86\3\HPC55506.XML C:\WINDOWS\System32\spool\DRIVERS\W32x86\3\HPZSC2MQ.DTD C:\WINDOWS\System32\spool\DRIVERS\W32x86\3\HPLJ5550.CFG C:\WINDOWS\System32\spool\DRIVERS\w32x86\3\HPc5550C.INI C:\WINDOWS\System32\spool\DRIVERS\W32x86\3\HPZST2MQ.DLL (60.034.153.31) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPZU12MQ.DLL (60.034.153.31) C:\WINDOWS\System32\spool\DRIVERS\W32X86\3\HPZ6R2MQ.DLL (60.034.153.31) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPZ6M2MQ.GPD C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPZSM2MQ.GPD C:\WINDOWS\System32\spool\DRIVERS\W32X86\3\HPZEV2MQ.DLL (60.034.153.31) C:\WINDOWS\System32\spool\DRIVERS\w32x86\3\HPZHL2MQ.HLP C:\WINDOWS\System32\spool\DRIVERS\w32x86\3\HPCDMC32.DLL (1, 0, 2, 29) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPBCFGRE.DLL (1, 0, 0, 36) C:\WINDOWS\System32\spool\DRIVERS\W32X86\3\HPNRA.EXE (5.0.46.0) C:\WINDOWS\System32\spool\DRIVERS\W32X86\3\HPBNRAC2.DLL (5.0.46.0) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPBMINI.DLL (1, 0, 0, 13) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPCEAC05.HPI C:\WINDOWS\System32\spool\DRIVERS\W32X86\3\HPBMIAPI.DLL (1.0.46.0) C:\WINDOWS\System32\spool\DRIVERS\W32X86\3\HPBOID.EXE (1, 0, 46, 0) C:\WINDOWS\System32\spool\DRIVERS\W32X86\3\HPBOIDPS.DLL (1, 0, 46, 0) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPBPRO.EXE (1, 0, 46, 0) C:\WINDOWS\System32\spool\DRIVERS\W32X86\3\HPBPROPS.DLL (1, 0, 46, 0) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPPAPTSO.DLL (10, 1, 0, 2) C:\WINDOWS\System32\spool\DRIVERS\W32X86\3\HPPASNMO.DLL (10, 1, 0, 2) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPPAPMLO.DLL (10, 1, 0, 2) C:\WINDOWS\System32\spool\DRIVERS\w32x86\3\HPZIPMI2.EXE (10, 1, 1, 2) C:\WINDOWS\System32\spool\DRIVERS\W32X86\3\HPZIPTI2.DLL (10, 1, 0, 2) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPZINw12.EXE (10, 1, 1, 2) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPZIPRI2.DLL (10, 1, 1, 2) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPZISNI2.DLL (10, 1, 0, 2) C:\WINDOWS\System32\spool\DRIVERS\w32X86\3\HPJCMN2U.DLL (2.00.1214) r • \ WTNr)nWC\ Cvctam'4)0\ cnnnl \ nPT\/FRG\ W'I7XRti\ :t\ NPl TPX111 Ill 1 (1 nn 1 71 dl / 3. oc 3c RECEIVED 8 3 VOL 19 PAGE 4933 KATRLMER H. NfATrSR ay REGISTER OF DEEDS 5T. CROIX CO., WI RECEIVED FOR RECORD 02/23/2005 03:25PK ST. CROIX COUNTY CERTIFIED 13RVEEY KAP #3URVEYOR'SRECORO COPY FEE: 3.00 PAGES: 2 CERTIFIED SURVEY MAP J. Kenneth Lee and Ruth Ann Lee Part of the Northwest 1/4 of the Southwest 'A of Section 34, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin, including Lot 1 of that Certified Survey Map recorded in Volume 18 of St. Croix County Certified Survey Maps, Page 4779. ~~r_> SEC WEST QUARTER CORNER ^ r A0.4 r INM w TT~Q SECTION 34, T 28 N, R IN IS W Sc~G~// p~~~ !l MIC~l~ (Found Berntsau Alunin~ Monument) YRAWMA/ P- s'-:i - 1 /~G7iC[f!f7 BAST-WEST ---N89°249t"E 152T1.44'--- R u► w EAST ARTER CORNER SECTIO ECTION LINE Ks .Cl- ; SECTIO 34, T 28 N, R 13 W N 8 ° ` x"E _4 •87' ' (Found Baatsen Aluminum Monument) OWNERS' ADDRESS N89°2431"E =•yg•os' v 9 83"- ~96o.so' N8795 862nd Street 8~4 Nay°3e'sy"E i 430.86 3x River Falls, WI. 54022 8 1 NOTE REGARDING PIPELINE EASEMENT J. _ As easement was acquired by Great Lakes Pipeline CAL in Volume 336, Page 13 and r - - -,;n - - - 't I transferred to Williams Brotbers Pipeline ( An erosion;cotrol plan will 1 5 Company is Volume 422, Page 164174. be required by the St. Croix No width or spaiKe location is set forth in 1 County Zoning Office prior to either "eumeeL The pipeline company 1 construction on this lot. should be contacted prior to the construction L . _ _ J ; of any improvements near the pipeline. 3 8Q° ~-5 °S? - 1 Thu easaocut is a blanket easements Any owner of Lot I issued a building permit recognism that the Town of Kin akkinaic Centerline Existing 1'i~ tne~ - - I makes so representation whetker said as Brothers field located by Williams 1 pipeline may affect the permisgbk ine Company location of the structure(s). :`:5_',4See Note) LOT 2 I Qi 13 001 AOZE5 OR 566,324 5Q. FT, J S? k12.646 AOWS OR MO," 5Q. LAUREN FT U (Ex a- 1 t~.nQ FiV 1 ' MUW * 1713 •h 3 ?'t ~i ELOENVILLE. y0_ 0 lC1. //yy,,~~ DATED - ' , January 7,2M LEGEND I !!~~UPA~€_9J_l+ E 1 Indicates 1"O.D. x 18" Iron Pipe Set I s O (Min. WL -1.13 Ibs./lin. ft.) .S Section Comer Monument 0 i scale i Feet 1-1 9 (as noted) ® ( 2 1~. - x - Indicates Fence i ® ® Bearings are referenced to tire East-West ® Indicates Soil Boring Yr as umed baring N n89124'3111 F. 34. 1 OUTH LINE NW 1/4-SW 1/4 , - S89021'21" W 430.87' • NOTE- 'e c ~%!!►P_~o A special exception use permit u required for the ~~p StxNQai I LAW& disturbance of slopes 20% or greater not identified on the approved CSM. This permit is applied fir through the zoning office and is reviewed through a public hearing process by the St. Croix County Board of Adjustment. This Instrument Drafted by Mark W. Peavey SHEET 1 OF 2 Vol 19 Page 4933 11FA01D VDL 18 PAGE 4779 t-' 2 `F KATRLEEA H. ALSH REGISTER OF DEEDS ST. CROIX CO. NI / n 06/24/20 4OR10:45AM CERTIFIED SURVEY MAP 9 REC FEE: 13.00 PAGES FEE: 3.00 CERTIFIED SURVEY MAP J. Kenneth Lee and Ruth Ann Lee Located in the Northwest '/4 of the Southwest V4 of Section 34, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin LOT-3 CW~1& ]et -1V , 11dP_UMA7 ---N89°?431"E SQ-7744 r y~ w N ii pp EAST QUARTER CORNEA WEST QUARTER CORNER N89°?q31"E 1?$1 y.} SECTION 34, T 28 N, R 18 W _ ' mound Bdolsen Almium Monunent) ~ ' SECTION 34, T 28 N, R IS W (b WT~ (Farad Bamsem Aluminum Monunran) a 36.85'' •1148gg6o.lo' OWNERS' ADDRESS EAST -WEST QUARTER -g E = - N8795 862nd Street SECTION LINEN 8$3 pO 66' River Falls, Wl. 54022 MMAIW 6-MM 1 TW - NOTE REGARDING PIPELINE EASEMENT An erosion control CI M easement was acquired by Great Lakes plan will Pipeline Co. in Volume 336, Page 13 and i be required by the St. Croix i M! transferred to Williams Brothers Pipeline County T.Oning Office prior to V: Company in volume 422, Pages 164-174. I construction on this lot. Se9"1No width or specific location is set forth in - - - - - - - - - - q g i either document. The pipeline company 66. 3 should be contacted prior to the construction Cent Exisft edine q of any improvements near the pipeline. as field located by WMiww This easement is a blanket easement. Any ~Pipelincc Comp.' s. ° owner of Lot 1 issued a building permit ~~coooo~o~~o (See Note) ; g recognizes that the Town of Kinoickinnic cor tS,N Poo l Z yl makes no representation whether said r . ° rod Z, i7 pipefiae may affect the permissable location of the structure(s). ULAURE E' '~J 66' NOTE- J M 1713~ * o 2()g.42 o ° A special exception use permit in required for the o 0 vIt_~E.e jo N 8 g rt C disturbance of slopes 20% or greater not identified u, ° ° mow ; on the approved CSM. This permit is applied for through the zoning office and is reviewed through ?on04 6~pn~pNO a public hearing process by the St Croix County Board of Adjustment. February 2 LEGEND S; e ~n 0 Indicates 1"O.D. X 18" Iron Pipe Set d' (Min. WL -1.13 Ibs./lin. ft.) e ~T i y 0 Section Cotner Monument SD~+I 5.996 ACRES OR 261.170 SQ. Fr. (e8 robed) Iii g 5.940 ACREPOMRA 7% SQ. FT. -X- Indicates Fence x in in Indicates Soil Boring Z' ® N SOUTH LINE NW 1/ - 1/4 1• _ _ S 89v"'21 ^ W gq~.gg' WIF -E APPROV EU !lea N ST. CROIX COUNTY Scale I PiamniM Zer,4n snit p7.4- JUN 2 4 2004 200 1110 0 200 Bearings are referenced to the East-West quarter section line of Section 34, assumed bearing N 89°24131" E. This Instrument Drafted b Mark W. Peave If not recomed wurun :aG oars or by Y approval data approval ahaU the SHEET 1 OF 2 Hurl wn.+ •mle Vol 18 Page 4779 SAFETY AND BUILDINGS DIVISION commerce.wi.gov Integrated Services Bureau 13 East Spruce Street ■ Chippewa Falls, WI 854729 I sco ns i n INSPECTION REPORT www.com (715) 726-2544 Department of Commerce' ~c` Date of Inspection: December 13, 2005 Plumber Name and Ad ressp',: Project Name: Lee Property NA Use: Residential it J6 Legal Description: NW, SW, 34, 28, 18W Site Number: T ~ROIx co'j'4TY Subdivision: Lot 1 CSM Vol 18 Page 4779 Certified Soil Tester Na and Address: Municipality Town of Kinnickinnic Thomas Nelson, C I County: St. Cr 1432 120th Street oix t' ~ ~ " New Richmond, WI 54017 Plan Transaction Sanitary Permit Number: NA Owner Name and Address: Ken and Ruth Lee Wastewater Flow: 450 gpd N8795 862nd Street Persons Present: T. Nelson, P. Quinn, River Falls, WI 54022 Owner It is my understanding that the owner wishes to locate 'a system area in a more convenient place than the area tested by Heise on 3/4/2004. Lot 1 might be reconfigured to accommodate a system in a new area if conditions appear favorable during this onsite. One pit was reviewed in the area evaluated by Nelson. The upper 9 inches of the A horizon did to reveal redox features. However, the lower 5 inches (9-13") did exhibit iron concentrations. The subsoil was an olive (5Y 5/4) colored clay with very dark grayish brown (10YR 3/2) clay coatings on the ped surfaces and dark yellowish brown (10YR 4/6) iron concentrations inside the peds. 2 It is my opinion that soil conditions in the alternate area under consideration by Nelson for I of 1 would be difficult to justify as suitable via an interpretative determination without direct observation of seasona high water levels. Therefore, it is recommended that soil saturation monitoring (groundwater level monitoring) be conducted pursuant to Comm 85.60(3), Wis. Adm. Code, to establish the highest level of seasonal soils saturation. The original area evaluated b Carl Heise might be imp(i _oL looking for a more convenient location. ow vier i_n reviewing the report by HAP it m~ nnininn that the proposed far Gnuth of the lot may not have A+4 ssoTconditions ei_ t_ her-The low chroma subsoil reported below the black topsoil may be gleyed -w Ic is a we ness in Ica or. The county should arrange for an onsite verification of soil conditions on Lot 1 prior to plan submittal to the state foram u If there are any questions regarding this report, please contact me. Leroy . Jansky ast ter Specialist cc: ❑ County ❑ Plumber Ljansky@commerce.st .wi.us E-mail ❑ CST ❑ Owner 715/726-2544 Voice 715/726-2549 Fax ❑ Other SOIL EVALUATION REPORT Page of Wisconsin DepartLI Division of Safety with Comm 85, Wis. Adm. Code c«~ 5 Ir *ftn 81 x 11 inches,ln size. Plan must Attach complet include, but not tal rence point (BM), dire ction and Parcel I.D. percent slope, ovation and distance to nearest road. Rs wed Date Please print all Information. f 13 Personal Inforrnadon you provide may be used for secondary purposes (Privacy Law, a. 15-64101)) (m)1. Property Owner Property Location l e. a Govt Lot tj 0 1/4 SW 1/4 S 34 T N R J#:Lot Block # Subd. Name or CSW Property Owners Mailing Address {_~3 r„ ciy State p Code Phone Number city Village ~To Nearest Road c I 1.54#7- 1 1 42-5-26H T hl t~ tir _ Code derived design flow rate 4 so GPD New Construction Use: ❑ Residential / Number of bedrooms 0 Replacement Public e - Describe: ,/1 w 7t) L y-c hQ.P Flood Plain elevation if applicable I- A ft. Paront material Jl1, General comrnerts 01 10 and recommendations: --rn gTk Tl f5 w14 dl l.J 4 t 1 / Y11 r m L4, M 0 ! SR r r~ h D -CAI \ $ y fC yr" G t C r e VV °I D, 3 3 I Q y~_ 444,t s b~ FI I C] ® Pit : Boring Qh 6l~'Y-a-e- Boring # Ground surface elev. 7 ft. Depth to limiting factor- In. Sop icatlon Rate Horizon Depth Dominant Color Redox Description Texture structure consistence Boundary Roots •Eff#1 'Eff#2 In. Munsep Qu. S7- 'Cont. Color Gr. Sz. Sh. L0-11 5iI 2 K fr 5 _ h, 2- 2 t o YR 2 e- ~;h ` a• 3 3 C 2.) AYR s; I 2~ilk r . S 0, A Boring 2 Bing # ~ IL Depth to limiting factor Sol fRate pit Ground surface elev. pnn a . Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •Eff#1 • E1 In. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. 5;1 f r CS s 1 0-1) 10 i 1 r GS - Vy~ Z 11-22 p - O s 2 /b s/ r s/ 22 -43,T0 YI& wt • Effluent #1 = BOD > 30 S 220 mg1L and TSS >30 150 mgA. • Effluent #2 = BOD < 30 mg& and TSS 30 mg& S afore CST Number ` S SS CST Name (Mrse„Q11` t / 0z 4 C a.Y 1 /J ~7G1 G Date Evalua Concluded Tebphons Number ti Address 1 •~,lf 4 s~ t , Property Owner Ken i (Z 0A 180- Parcel ID # Pape of # - Boring 9orinp _ - . _ ® Pit Ground surface elev: A 4.5 ft. Depth to IkNtinp• Soil Appkation Rate Horizon Depth Dominant dolor Rsdox Description Texture Structure, ,Consistence ' Boundary Roots. GPDJff In. - Munsell.. Qu. Sz. Cont Color Gr. Sz. Sh. •EfM 7 •Eff#2 o -n Q - ;d 2 g 2 1,12-20 S) T f C-5 9 - 0. 3 20-3 2.94 c - d 0 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sob Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Boring # El Boring F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sob ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff In. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 V102 Effluent #1 = BOD, > 30 5 220 mglL and TSS >30 1150 mgA_ ' Effluent #2 = BOD< < 30 nV& and TSS 130 mplL 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. SBD4330(R6=) of Property Ownerx I, ~ Kj A @ Parcel ID # Page Sodw # - Q Boring ® Pit Ground sCe, . e elev. q 4, S ft. Depth to Un-J ng•(actoc,~sy Application Rate Horizon Depth -bomirisAtbolcir Riddx Description Texture Structure ;Consistence Boundary Roots. GPDM in. - Munsell... Ou. Sz. ConL Color Gr. Sz. Sh. 'Eff#1 -Eff#2 0-12- Q s; I 2 f g 0, 2 )2_20 ,3 2e 3 '2 J ~ 0 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. SoU Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNf ft#2 In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. ❑ Boring # Boring Ground surface elev. ft. Depth to gmiting factor in. ❑ Pit Sob APOGWR-ate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary R°°b In. Munsell Ou. Sz. ConL Color Gr. Sz. Sh. •EM1 -EMV2 • Effluent #1 = BODS > 30 1220 mg1L and TSS >30 < 150 mgA- ' Effluent #2 = BOD, 30 n-4& and TSS S 30 rnglL 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. SBD4330 (L6W) lo 59 Tod o, RA V'1 COr ~ ~1t~J ~1 L ee' 131 9y 96 8M ( S~~ Ict o vim- rA- S P► K c ~ J~ GHcr 1,~ F wop~t~ I'abcucjraAe FL, 160,00 T'vt~ r Lo q5,00 ~f y rwVti X31.43 sE LaTCorrc~ rp 76C3"848 " VOL 18 PAGE 4779 ¢ KATRLEM H. E~ 2 2p~ (f ST. CROIX CO. WALSH RECEIVED FOR RECORD r 8 06/24/2004 10:45AM s"~ti C~t ~ Y Star irJf'r! ~',l'ra' CERTIFIED SURVEY MAP f' REC FEE: 13. 00 COPY FEE: 3.00 PAGES: 2 CERTIFIED SURVEY MAP J. Kenneth Lee and Ruth Ann Lee Located in the Northwest %4 of the Southwest of Section 34, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin LOT-3 CW~- 5Wt]eIW-1VA0p 1 LINP_1LATMA? ---N89°243r"E N~ 0 N *j4 --C"- 5277;,- t - w -7 6 00 EAST QUARTER CORNER WEST QUARTER CORNER r N89°243 "E.^J-25r•34=. ( oundOBNaonisenTAAl~im®Monument SECTION 34, T 28 N, R 18 W ) (Foote Bandm Alummmn Mommbnt) g655'= '9-,a,, g960aOWNERS' ADDRESS EAST -WEST QUARTER N8795862ndStreet SOMONLWE LkN~ 8~•pO 66' River Falls, W1. 54022 -611lLQIN66-mm W NOTE REGARDING PIPELINE EASEMENT r M erosion control n will M easement was acquired by Great Lakes PV Z~ Pipeline Co. in Volume 336, Page 13 and I be required by the St Croix I transferred to Williams Brothers Pipeline County Zoning (Wke prior to S Company in Volume 422, Pages 164-174. construction on this lot. S89 ,X31 ,o No width or specific location is set forth in 29 N - - - - - - - - - t__ either document. The pipeline company 3 should be contacted prior to the construction Ce:,tediM B a ao of any improvements near the pipeline. as field Mmted• by Williams This easement is a blanket easement. Any B Company ; owner of Lot I issued a building permit G cwkooooo~po (See Nde) 1 recognizes that the Town of Kinnickinnic 3 `SG07Vg~ ~oool g ~f1 makes no representation whether said tiro Z' Crl pipeline may affect the permissable 5i location of the structure(s). 66- M HY e I NOTE p P 1713 A special exception use permit is required for the o v~u E,a o g N 8 $ rt disturbance of slopes 20% or greater not identified 1 AQ on the,.approved CSM. This permit is applied for a public hthe earing nprocoffice and is ess by the St. Croix County6 °p noooo 8S Board ofAdjustment_ February 2 , 'Im to of _ LEGEND 0 Indicates 1"O.D. x 18" Iron Pipe Set ~9 \ 4 (Min. WL -1,13 lbsAln. ft.) z $ Section Comer Monument LOT 1 = 0 (as noted) 8.996 ACRES ~OR 261,170 SQ. FT. l+ g 8.940 AC IXOR 2 SQ. FT. -x - Indicates Fence j IS ® Indicates Soil Boring N 1/4 C s 89 s: si ^ W 33-1.43' WIF !1!!~E TXW-- ,LANDS I ~ ~ M_0 1 APPROVE U ~ S N ST. CROIX COUNTY SC lei -200 Ior4 » -mq 02-r- r.-,- 200 0 JUN 2 4 2004 zoo Bearings are referenced to the East-West quarter section line of Section 34, assumed bearing N 89124131" E. Y if not ra approval l date appproro ~val o shad ail o This Instrument Drafted by mark W. Peave be SHEET 1 OF 2 null w"ti w++d Vol 18 Page 4779 Parcel 022-1099-90-200 12/13/2005 03:09 PM PAGE 1 OF 1 Alt. Parcel 34.28.18.5388 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 06/24/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner J KENNETH & RUTH A LEE O - LEE, J KENNETH & RUTH A N8795 862ND ST RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description 1233 CTY RD M SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 5.996 Plat: 4779-CSM 18-4779 022-04 SEC 34 T28N R18W NW SW CSM 18-4779 LOT 1 Block/Condo Bldg: LOT 1 (5.996 AC) EZ-1499/367 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 34-28N-18W NW SW Notes: Parcel History: Date Doc # Vol/Page Type 06/24/2004 766848 18/4779 CSM 01/09/1998 570995 1287/124 TD 2005 SUMMARY Bill Fair Market Value: Assessed with: 88907 Use Value Assessment Valuations: Last Changed: 08/11/2005 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 5.996 1,000 0 1,000 NO Totals for 2005: General Property 5.996 1,000 0 1,000 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