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HomeMy WebLinkAbout022-1006-90-000 Parcel 022-1006-90-000 11/11/2004 12:38 PM PAGE 1 OF 1 Alt. Parcel 3.28.18.46A 022 - TOWN OF KINNICKINNIC Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): Current Owner DELANDER, MARK J & LAURIE L MARK J & LAURIE L DELANDER 1248 CTY RD N ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal DescriptiiLN Acres: 32.480 Plat: N/A-NOT AVAILABLE SEC 3 T28N R1 W SEC 5A NE COR & Block/Condo Bldg: EXC 2.52 AC IN M /576 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 03-28N-18W Notes: Q J~ vla'60~ Parcel History: j r Date Doc # Vol/Page Type ^ / 7/23/1997 1056/553 WD L , / 7 ~f 0 7/23/1997 672/570 2004 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/11/2003 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 20.000 2,700 0 2,700 NO PRODUCTIVE FORST LAND G6 12.480 31,000 0 31,000 NO Totals for 2004: General Property 32.480 33,700 0 33,700 Woodland 0.000 0 0 Totals for 2003: General Property 32.480 33,700 0 33,700 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 ~ of 3 SAfisconsinHuman' Relario Department of {ndustry. S ©t; L hl ll S[ T E c V b L U /~1` f t~ N REPORT ns Page Laboi and pNision of Safety Buildings in accord with ILHR 83:05, Ws. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but PARCEL I.D. # not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or o Z2 -100 b- 4 0 dimensioned, north arrow, and location and distance to nearest road. ' APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION . Mpj* _ ftl~ \_Nu~u6 'D ER ror..tioT NNIAJ 1/4 S@ 114,S 3 T 2b N.R Ltl E xys PROPERTY OWNER':S MAILING ADDRESS • LOTS BLOCK# SUBD. NAME OR CSM S \1 4t) ftUkj " N - -\:>~Poseb eS~'I CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE ®TOWN NEAREST ROAD RbBs,~►I S1/ 0L3 (ors) 366S 1~>~.1►V1C1rz1~Ji~11C e~}. N. QQ New Construction. Use Residential / Number of bedrooms [ [ Addkn to existing building [ ] Replacement Public or commercial describe Code derived daily flow b 00 gpd Recommended design loading rate - bed, gpd/ft2 -31 trench, gpdtft2 Absorption area required S r% bed, ft2 Son trench, ft2 Maximum design loading rate 5 bed, gpd/ft2 ' 6 trench, gpo1ft2 Recommended infiltration surface elevation(s) t 00 •"7 $dT1~7~ft (as referred to site plan benchmark) . sew n,ul-e- oh1 Additional design /site considerations yl- ~\J ~ W/ Z ~ ~C s _ Lw°te'c} Wk- 6 J ' l.ty-/ 6 t Z Parent material \_Oms o u%m- C T~ uL ovNt 't0 Uwl Ln Flood plain elevation, if applicable it HOLDING TANK S = Suitable for System CONVENTIONAL MOUND "ROUND PRESSURE AT-GRADE SYSTEM IN FILL U = Unsuitable for tem ❑ S ll U ®S ❑ U ❑ S INU ❑ S ®U ❑ S I U ❑ S RU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure C tsistence Bar-day Roots GPD/ft in. Munsell _ Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 6_$ lZ) -t. L 313 _ sL l Z m Sb 1Z m t- ~S _ 5 USTI e S .6 Z to K 12- 3! C •5 s t I 2.'FSbk Ground 2 S`/R. VIL S~-~ 1 c S ►'n4t- cw .Z -3 elev. as-(. ft 3' _Ll 6 LO`t (Z 6 L3 - l iZ - - _ tip Np Depth to 3 Lt wt ~ h-1 fimiting WlIr Remarks: Boring # 1 0-9 10`1 cL j[~ s I 1 Zm Sbtz n1~ CS El Z ot -L~ lp `1R 3& Si-1 Zvi 3bk , 5 _ i - S c~ 1 b ►1'~1- r•%. 3 lb--tl 7•S'-iR- Sl/6 3 Ground elev. Y ~t sg I b`t IZ 6(3 L,SBR - NP Ul' 4l'_ ft Depth to , fimiting ST ( A 7-y Remarks: - TNarne:-PleasePrint Arthur 1:. We erer8 425jjj~ rer Soil Testing & Design Service-P.O. Box 74 River .Falls,WI 54022 Signature: Date: c _ CST Number, >220254 I PROPERTY OWNER _ SOIL DESCRIPTION REPORT a 3. PARCEL I.. V p ZZ - l p U G - qp Page of Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Bouhdaty Roots t3 s L \ Z Bed Trench a. Ground 3 1-1 -37 •S `1 R 3A/ - L L O-z b Iz \ elev. »1 U`f~ -q.. S ft. 3-) P-7 -/A - SCI LS 6k Wt CLv ~ ~ 2-r . 3 Depth to 5 q,~4LU `t ¢ 6 L3 UL - limiting factor u6 f Remarks: Boring # WN `S . 1Z Vnbu" w'l Wt Lju Y SL \ Ground L- S ~iM elev. - ft. wLUV ~~µ'h 1 S C w L Depth to LUL U w \ L >~/IJ limiting factor S v LL- LL.L h l , s ova o►~ r~ t~ - ct r ~-i a i Remarks: Boring # Ground elev. • ft. Depth to limiting factor Remarks: Boring # • i., Ground' I elev. ft. Depth to limiting faGtgr„ Remarks:. nrlfi7.1 (1f~ '.r •.n. PLOT PLAN Page 3 of 3 SCALE 1"= 43 ' I Fbo c.~ %Ot N ~ FSJ ~ I ~ m ~ ~JO ~10T ctvti,Of~eT 8,\ tL.a~o~6 I-` m oQ L~~SZ'VQ.$ `RSA ~ PrR.~}S I N ~3N ~ I ~ IVp~ M1 tf~ I - , 1(00,0' o►~ -7k 14 1GH, 31,4 "p,V~ . PAC Pt Pe7 w` Lfq`1-}J, - V4, -r _ z O 3 APP ~x . w~WS 4 L y'1~ OtJ Shr.~( tu =132.p' qq-g8-1 zzoZSy 13 -99 ( 715 ) 42s-n7 r1s CST Signature Date Signed Telephone No. CST # WisCansinDepartrnentoflndusty, $OIL AND SITE EVALUATION REPORT. Page of 3 • Labor and Human Relations O. Vision of SafetY & Buildings in accord with ILHR 83.05, this. Adm. Code COUNTY S'-. c,~tx Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, tut- PARCEL I.D.O not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or Ozz.- IW 6 9A dimensioned, north arrow, and location and distance to nearest road., APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION 1'~f Z VL )'f1ll~ Lwcv~z tE. ~~.~C l D.~12 -fiOW.1:AT• IJW 114 "S t 114,S 3 T Zb N.R I ~r E ( W PROPERTY OWNER':S MAILING ADDRESS. LOT # BLOCK 0 SUBD- NAME OR CSM a Cg CITY, STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE 017OWN NEAREST ROAD V_*A3Q3t4-s1 kit Sgf,23 htr) -)qq-, X665 tca~.aulckt,~,1e ems' Ny ¢q New Construction Use (xJ Residential ! Number of bedrooms 4 [ ] Addition to existing building j J Replacement [ J Public or commercial describe Code derived daily flow boo gpd Recommended design loading rate - bed, gpddt2 - 72S trench, gpdM2 Absorption area required c-,-6z bed, 112 Soo trench, 112 Ma)dmum design loading rate bed, gpolft2 •5 trench, gpd1ft2 Recommended infiltration surface elevation(s) It (as referred tD site plan benchmark) Additional design / site considerations MOB w/S ktooTie H ~S~`~ S TRpJC.u F012 3 BDR q Wrjk ~ . Parent material \.p TES , oU ~S2 CC t J~M_I Pt_ `j'tu. Flood plain elevation, if applicable A-) A It S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for Stem ❑ S .9 U ®S 11 U ❑ S IOU ❑ S oU ❑ S OU ❑ S OR[] SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon . in Munsell - Ou. Sz. Cont Color Gr. Sz. Sh. Bed te_ 0-6 40'l CL313 s i 1 Z~sb1z ~n `f►- ~S - • S n Z -L$ t o tZ~l C s I 1 Z`Fs b k m `fit- e-S - ,S ' Ground 3 Y~ =L"7 S `1(L.- 3/Y - L elev. y z~-si S`-t~3ly ~;•S~rRS!`b se l O,^-~ b►~Ff- - -z It. 99 Depth to limiting factor Remarks: Boring # Wl'~~ ~S . S 0-9 ►-o~-tom 3c - sl) Z~ sb 2 Z q 3s S `11L ~~y - L ~Sbr~ wi`fr-- - •q S i 3 33-4 S `llL / S e1 o to 'Z Ground elev. lot: -L It. fy ~e~ - sTC ~ x°49 r 35'' Remarks: T Name:-Please Print Phone- 715 -4 2 5 -01 5 Arthur L. We erer egerer Soil Testing & Design Service-P.O. Box 74 River .Fa11s,WI. 54022 Signattxe: Date: 13 ! CST Number:. ' , ' 94 °t9-98-2 220.254 i PROPERTY OWNER ftklb 't SOIL DESCRIPTION REPORT Page Of PARCEL I.D.# (~~-Z - lpOro _ qp Boring # Horizon Depth Dominant Color Mottles Structure In. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Bpux~uy Roots GPD/ft, O q LuK R 13 Bed: Trench s> f Z1%blZ ~S 5 Ground 3 u 29 S `1 tZ 3J - L Sbh yvt'(7' C'S S -elev. y 7_- q54, ft. Lj 2.4-St/ .3 /V -sy2s~$ Scl o,,,.~ >-n'Fl. - dal -Z Depth to limiting factor Zgy Remarks: Boring # Ground f elev. ft. F Depth to limiting factor L I i Remarks: ` Boring # 13 Ground elev. ft. Depth to limiting factor = Remarks: Boring # ii3}.SS' 4 kT f Ground II' eteV. i Depth to limiting factor : . I T Remarks: _ PLOT PLAN Page 3 of 3 SCALE 1"= y0 ' ~gE'tO )e f~T L tcaT ZS' F'-2or~ 1'IbZ;TVD-.--- Sol" - - _Bmw) - wu w U • 0' oN k ti-t G t}, 3/~' D q PU C Pt P~ k~! U}`j~ trL, Q y L7o~vorCOwtPftc?' 02 i i ~ a. Z • goo a 01- 4 o a N 1%4mi ? 3 APPRay~ . ~WS 4 L oCh ~ OtJ %Vt~ y Lu =L3 2.p ' ZZ.OI S y (715 4,7~-0169 --loom CST Signature Date Signed Telephone No. CST # SOIL AND SITE EVALUATION REPORT Page \ of 5Vsconsin_Depanment of Industry, s Laboiand Human Relations DhK. ion of safety a euildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY C::r' IZo1,1C Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but PARCEL I.O. # ozZ_ not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or I OtJ"1-30 dimensioned, north arrow, and location and distance to nearest-road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE. PROPERTY OWNER: PROPERTY LOCATION X44. k4T %KJ 1/4 SE 114A 3 T 2.8 N,R 18 E PROPERTY OWNER':S MAILING ADDRESS • LOTU BLOCK # SUBD. NAME OR CSM # "Z4$ - N 4 Z - l -oW3 ft, ~S CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE 'OWN NEAREST ROAN y Rk)3 wI S4o hts)-~u9;3665 `R-L1JI.~te. u~ e New Construction Use [kJ Residential / Number of bedrooms [ J AddtiQn to existing building Replacement [ ] Public or commercial describe Code derived dally flow boo gpd Recommended design loading rate bed, gpd P .3 trench, gpd1 t2 Absorption area required S u0 bed, ft2 Sot, trench, 1`12 Maximum design loading rate • S bed, gpd/ft2 •6 trench, gpd1ft2 -Recommended infiltration surface elevation(s) N,o 3 - O ft (as referred to site plan benchmark) 3 8 bRwt V{ot~-tom Additional design / site considerations Y-WjK& w~S klco~ -TiLw C, 5'x'1S' V*'Ow Fop, Parent material 1..u eg!4 o V e2, G u-\ CI Ikt- -1-IL-L Rood plain elevation, if applicable 1y 14 ft S = Suitable for system CONVIWTIONAL MOUND KGROUND PRESSURE AT-GRADE SYSTEM N F LL HOLDING TANK U = Unsuitable for stem ❑ S ~I U N S 11:11 U ❑ S ERU ❑ S ®U ❑ S ®U 0S 1@11 SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture ' Structure Consistence Bott'xfary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. Bed ier>ch ~ o -°1 W`-I,tz 3 C3 ~ sl ~ ~-'Fs~~ m'~►- cS - • 5 Z 9-I9 lp`-!R Ground 3 1°t 35 S LtsZ 3/ y - L t ~S b 1L -S > i~ fL 3S-6D . S t-111_3/y Depth to rig fimiti F::~F facto 35" Remarks- Boring # 0-9 lo`-t,~ 3/3 ~ SI ` Z.`~Sbl~ wi`Ft- GS ~ • ~ - ~ El Z q-tz IDy2 316 St ] Z`~s bh 1y1`Fj~ CS • 5 1 3 1Z-2B S '-1 R. 3lyt - L V (-I Is ; Mlfi- g - 4 -S Ground elev. 2 $ -Sib S 3!y 2 S/$ L b • V 103 -3 It t~ r t/v to Urr limiling taclor I ~M COQ n, Remarks: CST Name--Please Print Phone: 715- Arthur L. We erer V 2 65 egerer Soil Testing & Design Service-P.O. Box 74 River.Falls,WI 54022 *nature. - q 9- of $ 3 Date: S_ CST Number. t PROPERTY OWNER _ SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL 1.13. # 0"e-1 Boring # Horizon Depth Dominant Color Mottles Structure in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Boundary Roots GPD/ft y D-~ 10'1lZ ~ 13 Bed Trends C--T , S Ground 3 lS-ZS 5 ~r23! - L ~SV1t h, elev. ti s qg.$ ft. Zs-SS S`ttz3.lY ~ ~ Syfu/g se1 c~~,v, t-ri'FI- N Depth to t limiting factor i Remarks: Boring # 13 Ground elev. ft. Depth to limiting factor i Remarks: Boring # Ground elev. ft. i Depth to limiting factor. i ++i E Remarks: Boring # ~ Ground elev. ft. Depth to limiting *tor. Remarks: _ PLOT PLAN Page. 3 of 3 SCALE 1"= L,o S j w ~ o I w~wS y LocRON S i ,25 \ 010 • 8.3~ a.Z • gN►tEZ ►ti►oT eo►-tips e Z o tZ / ell co','~ov~ o Pew, wou~~p '►1 i k'1 • t~0].0~ cy~j $"tii1s1}, 31y~`atR . ~vC \Fl w ~ LR'R? ©~LI Z• - ~1J. LOJ.~ ~ N. _ ~t •t .H . K y Ir ~ lj~j~1SF A -T U4_VvaT- ZS' FI-2-dM / IVUNhJ . V~~ k t 4 H Oar Y t `N-99-3 zzozS41 N (715 ) 4 5-0165 CST Signature Date Signed Telephone No. CST # -WisconsinDepartrnentoflndusty, SOIL. AND SITE EVALUATION REPOHT Page of 3 tatsor'and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY S.-T- - C `1f Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but PARCEL I D # pZZ_ 1007 -30 not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or dimensioned, north arrow, and location and distance to nearest-road. 11 REVIEWED BY DATE APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION PROPERTY OWNER: f'1.'' 'C2 4.1-Y(uR tV ~~LPS►~o PROPERTY LOCATION 3v~1 Z ; tao~,„U CL 6OW-W S" 1/4 SE 1/4,S 3 T ZZ NR 1Ij E( PROPERTY OWNER':S~ tMAILING ADDRESS. LOT 0 BLOCK # SUBD. NAME OR CSM # oLq L,U dALk_%- CaJ42T L4 - PU&W 0 9 t?~ 0-s CITY, STATE ZIP CODE PHONE NUMBER QC41 Y OVILLAGE MOWN NEAREST ROAD R-1 U _-M-LT, Ivl S \EoZZ. ml yz6 -13 6 5 \r-, t'j tc k21 Vij LC CTJ~ ` N y K New Construction . Use [>4 Residential / Number of bedrooms [ j Addition to existing build'alg ( j Replacement [ j Public or commercial describe Code derived daily flow 6co gpd Recommended design loading rate bed, gpd/ft2 trench. 9P Absorption area required Sao bed, ft2 S00 trench, ft2 Maximum design loading rate y bed, gpolit2 ' S trench, 9P Recommended infiltration surface elevation(s) Z100• S ft (as referred to site plan benchmark) Additional design / site considerations Wei, D wl S'too''TR LH 5 ><lS `t Ct~.rcN FOR 3 D bytm *Y4 Parent material Lo ASS L)U VM GL ftUft L Tl L-L Rood plain elevation, if applicable ft s IN4ROUNo PRESSURE AT-GRADE SYSTEM I I FILL FOLDING TANK CONVDITIONAL S = Suitable for system U = Unsuitable for stem O S 5a u ®S U ❑ S ®U ❑ S ®'U ❑ S ®U ❑ S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure ConsistenceIBMXialy Roots GPD/ft Boring # Horizon in Munsell _ Qu. Sz. Cont Color Gr. Sz. Sh. Bed Tench Z-'s b tin`s- ~S - - 5 -6 o -9 l 0`1 R 313 st P1~ z•s~-caslf~ p rn ~ Ground 3 Z-7-0 S'-1R_ 3/v l r- elev. ft Depth to limiting factor 4 Remarks: Boring 0-\1 log-t~Zj l~ - s~ l Z`~sbbc ~ El Z 1t~$ S tiz 3L - L 1 cSbk vn`~i- c~ •5 -W 1•S ` (z SIB 3 2$-50 S`-t rL 3! t Z c L C' Ground16 . ' elev. 98-Z it Depth to - limiting factor ~OrX 4 ~O JAI FACp I Remarks: T Name:-Please Print Phone: r i Arthur L. We erer 715-42 egerer So'1 Testing & Design Service-P.O. Box 74 River.Falls,WI 54022 Sign ure: 1 101 4 Date: S_ {3 - CST Number 2 0 2 5 4 j PROPERTYOIffHR_ C~--Far`- SOIL DESCRIPTION REPORT PARCEL I.D. # D ZZ, IL _3O Page -of 3 Boling # Horizon Depth Dominant Color Mottles structure in. Munsell Qu: Sz. Cont Color Texture Gr. Sz. Sh. Consistence Boundary Roots GPD/ft 3 0-$ 10~-t 3 Bed Trench [3 st'( z~sb w►~flt-. Ground 3 ~S -28 S -wz- -sly elev. L \ CSbk 100. I ft. 4-S3 S ~R 31 Z'S'~2SLg Depth to °limiting factor Remarks: Boring # 1 3 Ground elev. ft. Depth to limiting factor f i Remarks: Boring # Ground elev. ft• Depth to limiting factor i i Remarks: Boring # ~--i r-1 _ f Ground i elev. ft. Depth to limiting factor Remarks:. -n nr-ntn •.r PLOT PLAN Page 3 of 3 SCALE 1"= ~40' ,ii M V -q:L. ►vo.o` o3rv 5~~'r1Gh,31y`` QIA~ Pic PIPE wLL- _ aq-rr" F3-3 aNlip 10 aOka CA$'~~~ ~ 7J k~j ~ 0 a r'~ Z o ~.toT eo► .,~,r~r o~ 3 Ttfts o`er u 't i I ~V s ~WS L uc~PS~i 0~.1 S~~ 1.u =l3Zp' ~J~ zzozsy (715 ) 42-5-0765 CST Signature _ Date Signed Telephone No. CST #