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Home My WebLink About020-1009-10-010 Visconsin SOIL EVALUATION REPORT #2049 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8%x 11 inches an t County St. Croix include, but not limited to: vertical and horizontal reference point (B nd percent slope, scale or dimensions, north arrow, and location a-ad-distance to nea d. Parcel LD pending Please print all information. Review By Date '7 Personal information you provide may be used for seconda y Law, s 15.04 (1) (m)). 6 rOwner Property Location Edna Hopkins Trust Govt. Lot na W1/4, E1/4, S10, T29N, R19W operty Owner's Mailing Address MAY U 2 Lot # Block # Subd. N or SM# 2327 Cty line Rd 3 na CSM City State Zip Ss1eCR8ji 1b6r City Village Town Nearest Road New Richmond WI 54017 71 - Hudson Scott Rd j New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD _f Replacement Public or commercial - Describe: na Parent material outwash Flood plain elevation, if applicable na ft. General comments Conventional system, system elevation 94.70ft. Trenche s aced and dept to code 4.00ft below ade and recommendations: ,~~t F-1-1 , Boring # ~1 Ground surface elev. 98.70 ft. Depth to limiting factor 120 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 0-9 10yr3/2 none sil 2msbk mfr Cs 1vf .6 .8 2 9-29 10yr4/4 none sicl 2msbk mfr Cs na .4 .6 3 29-37 5yr4/4 none Cos osg ml Cs na .7 1.6 4 37-72 7.5yr4/4 none Cos osg ml Cs na .7 1.6 5 72-120 7.5yr4/6 none ms osg ml na na .7 1.6 Boring # Ground surface elev. /98.70 ft. Depth to limiting factor 120 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 0-12 10yr3/2 none sil 2msbk mfr Cs lvf .6 .8 2 12-36 10yr5/4 none sicl 2msbk mfr Cs na .4 .6 3 36-120 7.5yr4/4 none Cos osg ml Cs na .7 1.6 9~• 7 i Effluent #1 = BODS> 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) Signat CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1396 141st St. New Richmond, WI 54017 4/24/2007 715-760-0347 SBD-8330 (R.07/00) Property Owner Edna Hopkins Trust Parcel ID # pending Page 2 of 3 3 l F ]Boring # Ground surface elev. 97.90 ft. Depth to limiting factor 120 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#t I `Eff#2 1 0-12 10yr3/2 none sil 2msbk mfr cs ivf .6 .8 2 12-36 10yr5/4 none Sid 2msbk mfr cs na .4 .6 3 36-120 7.5yr4/4 none cos osg ml cs na .7 1.6 7 ~I 11 3 ❑ Boring # J 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 ❑ Boring # Ground surface elev. ft. Depth to limiting factor 1 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 I Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 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 Edna Hopkins Trust 1396 141st St. CST-POWTSM SW1/4,NE1/4,S10,T29N,R19W New Richmond, WI 54017 Lic. #248956 Town of Hudson, St Croix Co. Direct 715-760-0347 CSM, Lot 3 Fax 715-246-0318 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 1"=40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark El 100.50 ft Top of 3/4" pvc pipe = Borings Boring Elevations BI = 98.70 ft B2 = 98.70 ft B3 = 97.90 ft B4 = 0.00 ft w_. uS r~- 0/11 ~7` O av00Dm0mOc> J zO- mz0''i0-4clc-:c rn O = r m m > =O D THE NORTH-SOUTH 1 /4 LINE OF SECTION 10 N C z ° 0 c' o ° BEARS S00'00'12"E AS REFERENCED TO THE I z a 0z 0 0 N 0 m ST. CROIX COUNTY COORDINATE SYSTEM r°v'i 5~ m>m0,-, r n rnDlcnw m DS 2NW(nv N zN am z N~ MMO C(0C o m(A -<a O °a ~ r V)oV)-a c_ (vjO=z0 m *,4(1)Z> ~Fl m l~mI°-u P ANOO Zm:: D> ~0F4 3S Z a O m cnMD~ Cz Zzr-(n 11 =0m00 M Z ~o ~ ranc~ivZ4 ~"'0a 0z ~z m cj~ApSo° co 1 N O z4 Dcn 0~() D °r- D O `5 m Q . O 2 M NE (°noxom- oK a,rn r $~m Za~ ITI C Ox zNO~v~ I A N 0~z K N m o m 4z v MLLOW 1MVER STATE PARK NORTH-SOUTH 1/4 LINE -S00'00'12"E 5279.46'- N I+ (n S00'00'12"E 1206.09' co m W'ILA tT 0 A c" 00Fn m rn 0 iO 0 m I - r.- ;0,4 (AC co Z m _n 0. ;u 0 ~a ^r ~ NpOoR1 zi (0 Z w 00 r, cn -4 v -n rn -P 46 rn CO -4;0 ov-1 OO P z a -I m WO VvV O (A (A0-4-nr OD 0OrnOW r- CE Q, Z 00 ~D(xj Ay rn o m` omEM Nv A,m2 (n ~AmD W O~ mm yF~zv .Ln =Zm~ -4 MZ (nom ° mmm~rm O .i OO~O Z m D ~C 0) N oorn o W zm N m z m vlv cO -0 O z> V N02'59 50 E (000 ~ 'FE 282.88'(28,3') N00'S1 39 'E 1 495.88 -----1 (n (S00'47'07"W 1 495.78') I (n O OD I i m I v 4-t00 µ ' I FF i 0 cn 1~!'o to ;<;FF= _z i ;u rn -c I~-~ a' ca- to 0 (,0 i Xo'' o <n _0 CO Imo' , _ 1 ~I '`0 I I D rn SOO'45'46"W N v i i ! O° i I N o o rrn pl° i~ I 15.33 o;m X71 I`~;~ o~ Z _ IaI Q I~ (15cD *r^ 10I0 1 fm I~ I i WEST LINE OF 01, I~ I m z Coo THE SE1 /4 OF 0 4 1 o o W l z I os N THE NE1/4 O I~ ~ rn z c; (S01'00'12"W) (A jcn pp N01'02'18 "E i _k . - - T - I N01'02'18"E CENTERLINE LOOT 3 C°SS°N/ ° N 1'360.38' LOT 4 C°S°N ° M i - - - (cznl*nn'iq"wN SC0TTAnanT____ i Parcel 020-1009-10-010 11/02/2012 09:38 A PAGE 1 OF 1 1 Alt. Parcel 10.29.19.36A-10 020 - TOWN OF HUDSON Current ❑ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 08/02/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - BAST, KERNON J & DONALDA J SPEER- KERNON J & DONALDA J SPEER- BAST 948 LABARGE RD HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 2611 SCH DIST OF HUDSON SP 1700 WITC Legal Description: Acres: 27.773 Plat: 5431-CSM 22-5431 020 & 030-2007 SEC 10 T29N R19W PT SW NE & PT SE NE CSM Block/Condo Bldg: LOT 03 22-5431 LOT 3 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 10-29N-19W SW NE 10-29N-19W SE NE Notes: Parcel History: Date Doc # Vol/Page Type 09/13/2007 860429 TD 08/02/2007 856771 22/5431 CSM 07/23/1997 797/210 07/23/1997 796/426 2012 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 05/07/2008 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 27.500 5,900 0 5,900 NO UNDEVELOPED G5 0.273 50 0 50 NO Totals for 2012: General Property 27.773 5,950 0 5,950 Woodland 0.000 0 0 Totals for 2011: General Property 27.773 5,950 0 5,950 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