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Home My WebLink About010-1086-90-000 RECEIVED Vft-consin Department of Comme U L 1 0 20 SOIL VALU Page of Division of Safety and Buildings n6Fi)aW~tFTomm 5, Wis. Adm. Code 'I County / Attach complete site plan on pa size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. /i percent slope, scale or dimensions, north arrow, and location and distance to nearest road. i~~L' c' Please print all information. Revie d by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). )Zl~ to Property Owner Property Location T r` 1 5 Govt. Lot L,.) 1/4,~~ 1/4 S ~;ST 3 ON R Z6 E (or W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# / 3SE z a,- t, _ t~ G" tt c')"4') City State Zip Code Phone Number (l City ❑ Village wn Nearest Ro C. 6'67 ( ) New Construction Use: esidential / Number of bedrooms Code derived design flow rate U GPD ❑ Replacement _ Public or commercial - Describe: Parent material Flood Plain elevation if applicable General comments and recommendations: i System Type /'J~GT~ S Sct. cX System Elevation /v Boring # E] Boring U 8 Pit Ground surface elev/~_ ft. Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 s ✓r? f r , Z ?-a.c> d& 3 A16f Boring # ❑ Boring ® Pit Ground surface elegy/ l'(/ /ft. Depth to limiting factor in. Soil Application Rate ~ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 o-11 0Y/ M 4 • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 6- -~2- 0 4' 715-246-4516 Property Owner _ Parcel ID # Page of ❑ Boring # ❑ Boring Q R-pit Ground surface elev. Depth to limiting factor / V in. Soil 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 all a Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 E] Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil ication Rate Horizon 7epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/_ ' Effluent #2 = BOD, 130 mgA. 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 (8.6/00) Soil Test Plot Pl Project Name Tri State Lumber and Land Inc. un rd Address 35A West Eau Claire St. Rice Lake Wi 54868 STM #226900 Lot Subdivision D e 7/6/06 N W 1/4 SE 1/4S 35 T 30 N/R16 W Township Emerald F-J Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1 /2" pipe System Elevation 102.5' *HRpSame as Benchmark Alternate Benchmark Top of 1/2" Pipe @ 99.6' Property Line 1320' Easement to Cty RD DD 66' Scale is 1" = 40' B.M. 10' AtI.B.M. unless otherwise noted 40' 90' B-1 80' 5' B-2 55' 101.5' 10% B-3 Slope 98.5' 1320' Property Line 1341 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations 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 horizonWlmfeMcLr BM), direction and parcel I.D. percent slope, scale or dimensions, no oylt~np I~tio yin ~iicfance to nearest road. 0 -10 6-90, ID# 35.30.16.526 Please pn//~~g1( formation. Personal information you provide may u for se rivacy jzv ,1 15.04 (1) (m)). ReVIeN4 DLV,~ tr J Cr-> / Property Owner , ~ ` roperty Location Ed & Donna Wollack DEC ovt. Lot NW 1/4 SE 1/4 S 35 T 30 N R 16 W Property Owner's Mailing Address y r` # Block # Subd. N or CS RD, X s. cj,Cl~cs 2816 90th Ave. 001 City Stat Coc~Rt~er City j Village 16 Town Nearest Road Woodville WI 40 715-69046 t/ Emerald Co. Hwy. DD i+'r New Construction Use: Residential bedrooms 4 Code derived design flow rate 600 GPD I Replacement Public or commercial - Describe: Parent material Glacial Till _ Flood plain elevation, if applicable na General comments and recommendations: Recommended system elev. =101.10 ' at 23" above 99.18' contour. Boring # I Boring Pit Ground Surface elev. 97.11 ft. Depth to limiting factor 16" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= *Eff#1 *Eff#2 1 0-9 10yr3/2 none sit 2fsbk mvfr as 2f,lm 0.5 0.8 2 9-16 10yr5/4 none sil 2fsbk mfr cw 1fm 0.5 0.8 3 16-19 10yr5/4 f2d 7.5yr5/8 sil 2fsbk mfr cw if 0.5 0.8 4 19-25 7.5yr4/4 none sl 1msbk mfr cw If 0.4 0.6 5 25-41 5yr4/4 m2tdd .5y ~ i& sl 1csbk mfi - - 0.4 0.6 2 Ong # _I Boring e Pit Ground Surface elev. 98.38 ft. Depth to limiting factor 13" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0-8 10yr3/2 none sit 2fsbk mvfr as 2f,1m 0.5 0.8 2 8-13 10yr5/4 none sil 2fsbk mfr cw 1fm 0.5 0.8 3 13-16 10yr5/4 f2d 7.5yr5/8 sil 2fsbk mfr cw if 0.5 0.8 4 16-22 7.5yr4/4 none sl 1msbk mfr cw 1f 0.4 0.6 5 22-40 5yr4/4 m2d7.5yrr56/2& sl 1csbk mfi - - 0.4 0.6 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS > < 150 mg/L = BODS S_30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sign ure: CST Number James K. Thompson 3602 Address A.C.E. Sal & Site Evaluations Dat Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 12/6/00 715-248-7767 Property owner Ed & Donna Wollack Parcel ID # Page 2 of 3 3] Boring # Boring h to limiting factor 17" in. Pit Ground Surface elev. 99.35 ft. Deft Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Z *Eff#1 *Eff#2 1 0-8 1Oyr3/2 none sil 2fsbk mvfr as 2f,1m 0.5 0.8 2 8-17 1Oyr5/4 none sil 2fsbk mfr cw 1fm 0.5 0.8 3 17-26 7.5yr4/4 fad 7 5yr5/8 Is 1 msbk mvfr cw 1 f 0.7 1.2 t2d 10yr6/2 4 26-43 5 r4/4 t2d 7.5yr5/8 sl Om mfi - 1 f 0.3 0.5 y f2d 1 /2 F-I Boring # -1 Boring ft. Depth to limiting factor in. _,;f Pit Ground Surface elev. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF *Eff#1 *Eff#2 Boring Boring __..j Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 ' Effluent #1 = BOD s 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 -i_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 devartment at 608-266-3151 or TTY 608-264-8777. + 32o'f 3o•F3 • yo /%ne ■ Si 106se/'l/c-6o-O ~d $ .Donna GJo//a e.e?r,a o. c,,~ Dods /I w5 ~ SeC. 3S T , o~ 4 C3.e cl, : To of 3/~ rdbe Assu.me.d ~leci: =iGsO.C~.' o~ ♦ 4,20 / Q2 , v Soo 990 ~ 590 5/opt 83 \ y % Slope ioo. o ' moo' 9B o ' Con hour sso ' ■ Sao' re loos. El. = 96. y9, 320'f i AA 134 b ~ s 1342 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontaj,'rad *e, nt (BM), direction and parcel I.D. percent slope, scale or dimemsions, north di stance to nearest road. 010-1086-90, ID# 35.30.16.526 Please p~alt, tination, Revi By Date/y~ Personal intonation you provide m Sect for nda urposes (Pr apyt , s. 15.04 (1) (m)). ; 7 Fry Property Owner , 1_ operty Location o ac Lot NW 19 SE 1/4 S 35 T 30 NR 16 W Property Owner's Mailing Addres_,_,.~ u • Lot # Block # Su Namejor CSM# 2816 90th Ave. t ST CROIx ~,/-/o~ rY. City State Zip Code ~~~~r J City Village ~ Town Nearest Road c iN1~l N F7 Woodville I wr 54028 715-69 Emerald Co. Hwy. DD New Construction Use: 0 Resillerati;3t'd I~u rooms 4 Code derived design flaw rate 600 GPD _ I Replacement _f Public or commercial - Describe: Parent material Glacial Till _ Flood plain elevation, if applicable na General comments and recommendations: Recommended system elev. = 101.59' at 16" above 100.25' contour. M Boring # Boring Pit Ground Surface elev. 98.80 ft. Depth to limiting factor 1711 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' -Eff#1 "Eff#2 1 0-9 10yr3/2 none sil 2fsbk mvfr as 2f,1m 0.5 0.8 2 9-17 10yr514 none sil 2fsbk mfr cw 1 fm 0.5 0.8 1 3 -24 10yr5/4 f2d 7.5yr5/8 sil 2fsbk mfr cw if 0.5 0.8 4 24-31 7.5yr4/4 f2f 7.5yr4/6 sl 1 msbk mfr cw 1 f 0.4 0.6 5 31-45 5yr4/4 mid 1(1yy 6//2& sl 1csbk mfi - - 0.4 0.6 2 Boring # Boring Pit Ground Surface elev. 98.89 ft. Depth to limiting factor 1 611 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *EfW *Eff#2 1 0- 10yr3/2 none sit 2fsbk mvfr as 2f,1m 0.5 0.8 / (1 2 9-16 10yr5/4 none sil 2fsbk mfr cw 1 fm 0.5 0.8 3 '%44- 10yr5/4 f2d 7.5yr5/8 sill 2fsbk mfr cw If 0.5 0.8 4 24-34 7.5yr4/4 f2f 7.5yr4/6 sl 1 msbk mfr cw 1 f 0.4 0.6 5 34-43 5yr4/4 m 2d i5yr5 /i& sl 1 csbk mf - - 0.4 0.6 f2d T ' Effluent #1 = BOD ? 30 < 220 mg/L and TSS 30 <150 uent #2 = BOD5 <_30 mg/L and TSS <30 mg/L CST Name (Please Print) S' ature: CST Number James K. Thompson 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 20 12/7/00 715-248-7767 Property Owner Ed & Donna Wollack Parcel ID # Page 2 of 3 3 ] Boring # Boring Pit Ground Surface elev. 100.43 ft. Depth to limiting factor 21" in. Sal Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots : GP *Eff#2 A 1 0-9 1Oyr3/2 none sil 2fsbk mvfr as 2f,1m 0.5 0.8 ~V 2 9-21 1Oyr5/4 none sl 2msbk mfr cw 1fm 0.5 0.9 3 21-25 10yr5/4 f2d 7.5yr5/8 sl 2fsbk mfr cw 1f 0.5 0.9 4 25-36 7.5yr4/4 f2f 7.5yr4/6 sl 1 msbk mfr cw 1 f 0.4 0.6 5 36-44 5yr4/4 mid .5yr6//i& scl Om mf - - 0.0 0.0 Boring # Bceri9 Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKL2 *Eff#1 *Eff#2 I i F-I~ # J Pit ~ Bon Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 * 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 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. 30{ 3 • Soi /QGs~' da.~.or/ 5 l4p,crld tD be 6.- Or (kns k i-6aklr Fo- R o.u2.T,s. NA Ed tocn na u b//a c lf',go. 17w5C C. 3S T , o{ cJ~S • • 'oo y5 00. • qo5~~ I~. P~. : Teo of 3/p"mo ~t /o4 b . 93 ■ oo, Z5' El. _ ~9, G 7 oo' /oo. 41 3~0 St T' 8f' Co 17160 SanCl Y)I&r kl.' p ~B'%'e 6 ar'. /15sccm cd j-o e ie~ . /ao. cs~; 32 I3o 3~ i So, qo /;ne ~e~ 13412 • 04/04/2007 02:57 PM Parcel 010-1086-90-000 PAGE 1 OF 1 Alt. Parcel 35.30.16.526 010 - TOWN OF EMERALD 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 - TRI STATE LUMBER & LAND INC TRI STATE LUMBER & LAND INC 35-A W EAU CLAIRE ST RICE LAKE WI 54868 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 35 T30N R16W 40A NW SE Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 35-30N-16W Notes: Parcel History: Date Doc # Vol/Page Type 07/21/2005 801030 2848/278 WD 09/15/2004 774419 2656/526 QC 07/23/1997 830/112 07/23/1997 509/208 2007 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/22/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 17.000 2,600 0 2,600 NO AGRICULTURAL FOREST G5M 23.000 28,800 0 28,800 NO Totals for 2007: General Property 40.000 31,400 0 31,400 Woodland 0.000 0 0 Totals for 2006: General Property 40.000 31,400 0 31,400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount I Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00