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HomeMy WebLinkAbout024-1015-80-000 Parcel 024-1015-80-000 04/17/2007 04:02 PAGE 1 OF 1 F 1 Alt. Parcel 9.28.17.85 024 - TOWN OF PLEASANT VALLEY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - HANSON, CHRISTIAN C CHRISTIAN C HANSON 1790 THAYER ST HAMMOND WI 54015-0000 Districts: SC = School SP = Special Property Address(es): Pri ary Type Dist # Description '-t SC 2422 ST CROIX CENTRAL SP 1700 WITC j Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 9 T28N R17W NE NW TOWN- SHIP Block/Condo Bldg: PLEASANT VALLEY. Tract(s): (Sec-Twn-Rng 401/4 1601/4) 09-28N-17W Notes: Parcel History: Date Doc # Vol/Page Type 09/24/1998 587660 1359/455 WD 09/24/1998 587658 1359/450 WD 07/23/1997 1134/406 QC 07/23/1997 837/557 more... 2007 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 04/20/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 27.000 3,100 0 3,100 NO UNDEVELOPED G5 1.000 200 0 200 NO AGRICULTURAL FOREST G5M 12.000 5,400 0 5,400 NO ;~(i0 Totals for 2007: General Property 8,700 Woodlanc W L L 0 Totals for 2006: General Propert, "too y l/4 V6f I ~ 8,700 Woodlanc 0 Lottery Credit: Claim Co ~ a4t Batch Specials: 4~1 0 User Special Code ~ Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code t COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but Ste' ~'~~t X not limited to vertical and horizontal reference point (13M), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. ©.Z " - APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION RE IE DBY DATE Mpg d~, d PROPERTY OWNER: PROPERTY LOCATION Q VM\.STI t -l,-j \A''P(}`1 SUfV r t6T NE 1/4 MW 1/4,S q T Z$ N,R 1-1 E PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # D 1-1 °t 0 _ IN `'C GR CITY STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE WOWN NEAREST ROAD ~)-l UQr) I.v) S %l of S (119196-766b F~ L_EV-vg t T V t-s. ~ " Z New Construction Use ~Q Residential / Number of bedrooms 9 [ ] AdditiQn to existing building ] Replacement [ ] Public or commercial describe Code derived daily flow bop gpd Recommended design loading rate bed, gpd/9 • 3 trench, gPd/ft2 Absorption area required Soo bed, ft2 SOD trench, 1`12 Maximum design loading rate • S bed, gpd/ft2 % 6 trench, gpd/112 Recommended infiltration surface elevation(s) 9 ot. S ft (as referred to site plan benchmark) Additional design / site considerations ' Whm W / S `Xit)or'Tr_eh _'V NZQZ4*i Ek'02b . tLl W .1Z4 OFSf" FILL Parent material \.oESS COV` G\ P?04 PrL 'T1\-L Flood plain elevation, if applicable tv • A • ft S = Suitable for system CONVEMIONAL MOUND IN-GROUND PRESSU AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for stem ❑ S ®U OS ❑ U S [3U RE ❑ S RU ❑ S RU ❑ S E011 SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Bounclay Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed rertlh 1 ~ 0-c'3 l0 `22-3~Z - Sly Zh1Sb~ Wl L° S - . S •lo Z g_Z~ Lo ~t L 6 - s Z~s Un m~f r eS - 'S . Ground 3 Z~-S S`~CZy/ ~~s~t~ s/F, s~1 e-Sblrr~i • z. •3 elev. 99-1 ft 3 N S ti~ R 6l s Z-1n 1.0GS Depth to limiting factor Remarks: Boring # c _ _ S Lt'--t1R_ 31Z S1 ZwtSb}t `M~h S z Z q ZS `o~~ ~Ib - sit Z`~SUk v►~`Ft- ~S . s ,6 3 Zss i-Z~li, ~c-,S wl'Fi • z •3 Ground elev. , Ct S fL •5 w Lam Depth to limiting Al n factor -Remarks: NGOFFAQr TName.-Please Print Arthur L. We erer Phone. 715-4 egerer Soil Testing & Design Service-P.9'_ Box 74 River Falls,WI 22 ' Signature. v ~8 -Z 8- A Date: l_ CST Number 2 0 2 5 4 PROPERTY OWNER SQ,YQ SOIL DESCRIPTION REPORT Page tt?- of PARCEL I.D. # P e? V4 I" G Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence BmxbY Roots - $ L r y tZ 3l z Bed TtEnch L 0 %I lZ 3A , S i I Z'FS htz brl 'Fl- cg • S Ground 3 y S 1 -S Y IZ R S JO C wi `~'1- - Iv elev. • Z. °tS•Zft. Depth to limiting facto`I 3 Remarks: Boring # kzlp $ N iN M-L Cl -~-14 U YO -S\,i L Ground i elev. f ft. I Depth to limiting 1 factor Remarks: Boring # r i Ground I elev. ft. s Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: con.n~~nin nco~ _ PLOT PLAN Page 3 of 3 SCALE 1"= L10 ' I e- ` 7r- 0j: 50 `CO w ~t►uC o - 6 ~ ►h ~ ~ 7o y Nael fq- hJtwj l jy Ft-l~1 C ~ ~o l.'E LL~l1 S .v ova n 41 r ~o to nT C or-~ PAt-T Ott S~UlZE3t1S PrR~4 ti 'gyN(I ~ \ by i GIA '9 s.~ C S iz.9 s ? 9Q C° S. ~Y ~o S ~T~r~~t - L'2~U, ti_.c1` c~rv 9"~~N-, 3►y~pUe plPe u~Ctt_51~ F~~f~sT. vv s F ro pF A'f L~ST -11 S' Fi`w uv . WALL ti k t Y SOl , 'A s' 1Izewcft VS, M ~ k"O~L P1 3 13D" 1h . U'r WveS -M 'WE ftT Lo "T S ' F1zur1 N-~Uv►v ; I 48-Z6b - A (715 ) 425-0169 1400576 CST Signature Date Signed Telephone No. CST # Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page \ of 3 Labor and Human Relations Division of Safety & Buil kings in accord with ILHR 83.05, Wis. Adm. Code • COUNTY Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include, but 'S-r, C'Q.z l x - ~ O 1+V C not limited to vertical and horizontal reference point (BM), direction and 96 of slope, scale or PARCELI.D.# dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REV WED BY DATE ifs PROPERTY OWNER: PROPERTY LOCATION C\'-~ STTIrrl,-j vn~lv sot'j ME 1/4 Nw1/4,S `I T Z$ N,R 1'1 E PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # CITY STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE ®fOWN NEAREST ROAD lAy~t~joh~p 1~1 S4Ol S (119-196.766b New Construction Use [,)Q Residential / Number of bedrooms y (J Addition to existing building [ J Replacement [ ] Public or commercial describe Code derived daily flow b00 gpd Recommended design loading rate - bed, gpolft2 •'J trench Absorption area required S b"IJ bed, ft2 5 0 o trench, ft2 Maximum design loading rate ' s bed gpd/ft2 • b trench, gpdAt2 Recommended infiltration surface elevation(s) 9 8 d ' ft (as referred to site plan benchmark) Additional design / site considerations Y%U yb W/ S 'x 1 p' 'TTZ4-w el 141 1Z"MJD~ ob~~D . W11lu. \~ZL of 5f\)'-D F-j L L . Parent material \...0ES3 OVSZ~t G\_?0_tf0. 11\- Flood plain elevation, if applicable Tu • A - It S = Suitable for system CONVENTIONAL MOUND "ROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for system ❑ S ®U 0S ❑ U ❑ S Eau ❑ S EU ❑ S IRU ❑ S O U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence BotrxJaly Roots GPD/ft Boring # Horizon in. Munsell tau. Sz. Cont. Color Gr. Sz. Sh. Bed rertdt y a -t2 \b~-t %;2- l Z S O Z m wt`~h e t v - . S - 6 .s Z \-zrz.p 1 o y ti 3!y - 13) 1 2, ~¢s~ vn cw Ground 3 zb :30 1,6 `1 Iz 316 511 z~ Sbh vn ~1- S 's ' Z ' elev. q3 Oft y 3~ Sl -1 S~'J►L.4/~6 ~-i-S`11? S/g CI ~Ca.~1~ 1M~t _ •z .3 Depth to limiting factor 3C~ Remarks: Boring # o 1 ~ `-t R 3 ! Z - 51 ~ Zrn,sblrC 1'rt`Fh e S ~ S ` ~ S Z zs ~ S ti R Sly s 1 Z. m S ~ >m~h ; ~ 3 is-~o 1 o Li [Z 316 Ground elev. kr)-S~ t , r t ? ~-~<F -.SYfZ 7 l L - ) •S _t ` ~ SU ~ O C' O y"1 .r yt. Iv 98.0 It _i _ E Depth to Ra+x limiting c v ry factor q C y Remarks: CST Name:-Please Print Phone: Arthur L. We erer 715-425-0165 egerer Soil Testing & Design Service-P.O. Box 74 River Fa11s,WI 54022 Signature: aak" , ~ Date: 9 CST Numt~er: ~8_Z68-8-!~' ~ 220254 PROPERTY OWNER '1117~SpIQ SOIL DESCRIPTION REPORT Page ?of 3 PARCEL I.D. 1 W G Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Consistence Baxxiary R00ts 6 zmsb Yvl'Fh CS Bed Trench I' .-S Z lb-l9 LD`lR -,3 S1.1 Z~s~k • s , b , Ground 3 tlq-3 I 1p K 31 jo - S) C.1 egb 1'v! C-S • Z .3 ei~. 3ft. 4 3t-s -i -s `'l tz ~1 b -7 -SK R s/s c ~ p.►~ wi ~ ~ r.►p i . .Z Depth to limiting factor _3% Remarks: Boring # . i E3 Ground elev. ft. Depth to limiting factor Remarks: Boring # E3 Ground elev. ft. ! i Depth to limiting factor Remarks: Boring # t i 13- Ground i elev. ft. Depth to limiting factor Remarks: onn.niantp nc,w, i PLOT PLAN Page 3 of 3 SCALE 1"= qD ' OF ►-3 t!y- k,w Ity `t I 'T" k BM ~ 1 Bw► si- Z o ~tq-i 3 a N 12 Zq8 IN 1ZZ_ IV ~d ~ 1Z o C71 C2 e~ ~1 q3~ `_`4 ~ `~wT CUr~.PYre.r oR al S'NR13 `CMS E1.~ N~0_0 ON rd'IWIGtV, 31y"1~t.fj . PI~C PVPE f.~rSc-T~fU Z FE)Q E PO ST. pl~?F Z . tL.EU . 103. Z' „ ~p+ N k 1 a vS ~ 'M Qi~ L sl' Z S ' ~ZU m m w h)~,, Tor + Ptiov M7 w/ 5' x Z S' ~C1r4 ~S V-Qx- 1m&JM R Z A 3 1302M 1: Nty le , U-X\j V DoT Uups -10 aIi-: r~-T lksT ~QF-Tum ~ uvxi►~ _ I -99 (715 ) 42.5-n1 F,5 1100576 CST Signature Date Signed Telephone No. CST # Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations DiW-;,on oFpaafety & Buildngs in accord with II-HR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but Ste' C~~l X not limited to vertical and horizontal reference point (BM), direction and %of slope, scale or PARCEL I.D. # \~~~+0 G dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE 2z/61 PROPERTY OWNER: PROPERTY LOCATION C•'Z-\.S71 pri-i SOTS NE 1/4 NW 1/4,S 9 T Z$ N,R 1-1 E( PROPERTY OWNER`-S MAILINGADDRESS LOT # BLOCK # SUED. NAME OR CSM # 1-101, 0 T P\ 1-f GPI 7. -r->ZVX> Ose k-rkT CITY STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE ®fOWN NEAREST ROAD l~)4 UQZ) w) S q of S IS)19 6- 2 6 6 b L-E ttQ, "-r V ~ELf ~ t z " New Construction Use M Residenfial / Number of bedrooms L/ [ J AdditiQn to existing building j j Replacement [ J Public or commercial describe Code derived daily blow 6-Q gpd Recommended design loading rate bed, gpd/ft2 - trench, gpd/ft2 Absorption area required SOO bed, ft2 S W trench, ft2 Maximum design loading rate • S bed, gpd/ft2 • I- trench, gPdjft2 Recommended infiltration surface elevation(s) a 6 - S ft (as referred to site plan benchmark) Additional design/ site considerations r '1oy1Nfl ►v ~8 'X 6 3 ~Ba`s Q er_J M),19 tDQ . w111j , S'f\'t F1 Lt_ Parent material \.o ES3 Ov~2 & -t o-tW.. 'T1 u Flood plain elevation, if applicable t-21 • A - ft S = Suitable for system cONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for system ❑ S ®U OS ❑ U ❑ S Eau ❑ S KU ❑ S CR U ❑ S o u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Nlotties Texture Structure Consistence Bandary Roots GPD/f tin. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed terra 0-9 It 3LZ S1[ Z"ablZ 1\'I~h °LS - ,S •~i El S . 6 J. Z 19-7s i O'l 1.?-- 31 L - SO J z'Fs bk m C-1"j Ground 3 Z$-~l0 S`i>Z VA - slei ~sbiz Y~'t'Ft~ cs • Z -3 elev. °►y$ft ~~-S3 S YR z-S Lf a lrl`~i - tvP . Z Depth to limiting factor 1~~k Remarks: Boring # b-9 10 ti 31 Z - s i \ Z-rri S {Z ti17 e S S 3 so ~•Sua Y/6 ~s SJ'a Sick lcs m . Z 3 ! Ground elev. c1'J 011. 5ft 1,f r Depth to s c limiting factor Remarks: £ CST Name:-Please Print Arthur L. We erer Phone' 715-425-0165 egerer Soil Testing & Design Service-P.0'.. Box 74 River Fa11s,WI 54022 ' Sgnadxe: Date: j ~ CST Number: x'18-Z68-0- 220254 PROPERTYOWNER V~-~SOtV SOIL DESCRIPTION REPORT Page. of 3 PARCEL A C. Boring # Horizon Depth Dominant Color Mottles Texture . Structure Consistence G P D/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.Y Roots Bed Trench °I I o_9 ~D4y-z- 31z - sit Zm abk m~~ e s •S x Z 9-Zb lO L1 iz 31 3 1) Ground 3 Z6-~(p-SH c/1` S1c 1 L'-SV1z 1~vi`~►- CS Z , elev. 416-S ft. yo~o S`-tIZ~[6 ~•st RSA 0.1 tarw Depth to limiting factor Remarks: Boring # E3 1-Z±1j2t n~--(:z~ `n U ~3uR-1 tt-a:, ~v T f 1 h/ ~i Ground U elev. ft. ' Depth to limiting € factor i Remarks: Boring # 13 Ground elev. , ft. ! Depth to limiting factor Remarks: Boring # 13 Ground elev. ft. Depth to limiting factor Remarks: onn.avgnm tww)% PLOT PLAN Page of 3 SCALE 1"= yp ' A ~Z~o'tp vv, I.INQ 0 .57-4-1 j O R N~ l y_ )Utz l, y C- Tj 4 `1" M ttm o / ►vOT C~►"►ARCr ~(L CO►J tqV NL . 5.5 3~~ / D ZSTu R `r~s Paa g011~71 OF 13@D .Ha7 NoTe~S ~3Y'l ~ 1 l o o. ' o►~ 9" bi'16tt, 31y"b►11. pvC. pIPE; NEXT 7o Power ~-TC I~OVSE ~0 bE frT LQQ ZT Z is ` F-P- J►'7 MUUnA-~. 1 UAL L k k ti a So' It _Ize Mlw-W w/s kls ,T1zCVveN i-oR ao `t-4 o►•'i E . Pv-rv\z-Q- LoT UhlQ3 'm S3~ RT LasT 'S' F~)-l HUUx.t) - ~~<<~ (715 ) 425-07165 1400576 CST Signature Date Signed Telephone No. CST # Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor am Human Relations p vision of safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code • COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but S-r' C LZSJI X not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # ) C dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R DBY DATE PROPERTY OWNER: PROPERTY LOCATION 0-V'z-\.•ST1 f9-N vnPs soy-'j r~1f#=1:6T NE 1/4 MW 1/4,S 9 T Z8 N,R 1`1 E( PROPERTY OWNER'.S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM # 1- OtD T h`'CG?' 7• Ic- rwl;~z 0S~ lpl-fer CITY STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE WOWN NEAREST ROAD M 1)Y~ w) S 4 W 5 (115) 19 6. z 6 6'15 L- E'N-S t T- V ts. a- ~ M. Z " New Constriction Use M Residential / Number of bedrooms [ J Addition to e)dsbng building I Replacement [ J Public or commercial describe Code derived dally flow b~D gpd Recommended design loading rate q bed, gpft2 ' trench, gpdffil Absorption area required SOD bed, ft2 SDO trench, ft2 Ma)amum design loading rate bed, gpd/42 • S trench, gpd/ft2 Recommended infiltration surface elevation(s) S • 0 It (as referred to site plan benchmark) Additional design/ site considerations 'clout- p w/ a ,x6 3' S eD , yn Iiv . . I Z. 01=- Syvh)b Fc L~L. Parent material \..o Esa OVA GLfto-L Pct -m -L Rood plain elevation, if applicable N fl • It S = Suitable for system CONVENTIONAL MOUND IN-GIMD PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TAW U = Unsuitable for stem ❑ S ®U 0S ❑ U ❑ S tau ❑ S EU ❑ S OU ❑ S o u SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure ~ Boundary GPD/ft Boring # Horizon in. Munsell Qu. Sz. ConL Color Texture Gr. Sz. Sh. Roots Bed rP.n(~t 3 ) 0-9 tb~~3lZ sal Zmsb m~►- ~S -S Z 0j-ZG ~•S'-iRyIL - Stet zmsblz H'I`FI•- <aS •S j Ground 3 Zs-S2 )z Yl ~S`71Z 3/3 C 1 O~ Yn'~' elev. 9~ fL " Depth to limiting factor ZSh Remarks: Boring # tit Z 9-Z4 tb`lVt- 31L sal z'~s~h Y►►`~t- - l -S`-iR y/b ~stirz ~~3 sLe_~ Ito sU~T rrEVt~ •3, 1 Ground elev. P 1049 ~3ft- N sr GR0X COL TY N Depth to ~ . zoNl limiting r' factor I ti Z Remarks: CST Name:-Please Print Phone: Arthur L. We erer 715-425-0165 egserer Soil Testing & Design Service-P.0'.... Box 74 River Fa11s,WI 54022 ' S` nature: 'Date: CST Number: g -C1g 220254 PROPERTY OWNER "^P9QQ0tQ SOIL DESCRIPTION REPORT Page Z of 3 PARCEL I.D. # AUDI h16 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.Y Roots Bed Trench 1 ~l m b z. s h c s •s .b Z C _27 -S -1 R Yf•G s c.~ Zvn sb k m ~S • ~1 • S Ground 3 Z7 S I ~•S Y2 V y 3 L3 G~ elev. X9.6 ft. Depth to limiting factor Remarks: Boring # 13 I Ground elev. i ~i ft. Depth to { limiting factor i Remarks: Boring # 13 Ground elev.. ft. ' Depth to j . limiting . factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: on n.nainin nc nrn PLOT PLAN Page 3 of 3 SCALE 1"= a 3QO 4-- ~f0 Iv, LINQ- Or PK i ~ to tJt ~rY- raw icy e.S-~''T`~ D 1 N h Oat Z~ g,\ g,\Z ~ M \ f N 8S- ~ ~o h~tiz 07 Nt bp NOT ~°-0►'t\~t~T ~ R ~ _ ^h' 9 V ~ 4 IvC~T~ $MWI eLLSV. XZQ.0' ON cl -M 6P{, 3),4 b)A, P'vC i;N vv/L.PJT.~»Lt_ k t e SO` ~ k ~,~Cow~w►~~ wlovrn~ w/ s'x'1S' T~~l1 w\- 3 8or~1 `~-~1"1E . "T L pups TO T3E f-'YT X3 S, FRU f"1 UU1v~. (715 ) 425-0165- 1400576 CST Signature Date Signed Telephone No. CST #