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Home My WebLink About030-2010-30-300 t~ r, 1430 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc. County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan m ix)D St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction percent slope, scale or dimensions, north arrow, and location and distance to Parcel I.D. 030-3"- 30 _ 3o 3 -7W0 ) Please print all infor - tieweLdBy Date Personal information you provide ma be used e- Racy s.1 . (m)). Q Property Owner Property Location Zajac, Mary 9, 4 9004 Govt. Lot na SE 1/4 SE 1/4 S 34 T 30 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# / 7 1215 Co Rd I ST, RC)IX l;UUN 'r 6 ni CS 2 City Stat Zip Co?F16'n6)f faQk-r City I Village e Town Nearest Road. Hudson WI 54016 715-549-5347 St.Joseph Cty RD 1 16 New Construction Use: 1SM Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement J Public or commercial - Describe: Parent material Pitted outwash Flood plain elevation, if applicable na General comments ✓ .i and recommendations: Convetional System, system elevation 91.70ft. Trenches spaced and depth to code 6.251t. below grade. Boring # I Boring i' Pit Ground Surface elev. 97.95 ft. Depth to limiting factor 115 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/1 none I 2msbk mfr gw 2c .6 .8 2 10-24 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6 3 24-35 7.5yr4/4 none Is osg mvfr cs na .7 1.6 4 35-115 7.5yr4/6 none cos osg ml na na .7 1.6 / =1 5/11 F2] Boring # J Boring ✓J Pit Ground Surface elev. 97.95 ft. Depth to limiting factor 115 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tY in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/1 none I 2msbk mfr gw 2c .6 .8 2 9-18 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6 3 18-38 10yr4/4 none Is osg mvfr es na .7 1.6 4 38-66 7.5yr4/4 none cos/sil 2msbk mvfr gw na .6 .8 5 66-77 7.5yr4/4 none Is osg ml gw na .7 1.6 6 77-115 7.5yr4/6 none cos osg ml na na .7 1.6 ~S F-T-.!/ * 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 CST Name (Please Print) gnature` / CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 5/21/2004 715-246-6200 Zajac, Mary pending Page 2 of 3 F Boring # I Boring i/ Pit Ground Surface elev. 89.25 ft. Depth to limiting factor 115 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/1 none I 2msbk mfr cs 1 c .6 .8 2 9-115 7.5yr4/4 none cos osg ml na na .7 1.6 ❑ Boring # J Boring _J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ 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 GPDtftl 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/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. • Page 3 of 3 STEEL'S SOIL SERVICE INC. David I Steel 1564 Cty Rd GG CST-POWTS Mary Zajac New Richmond,WI 54017 Lic. #248956 SE1/4,SE1/4,S34,T31N,R18W Bus.(715) 246-6200 Town of St. Joseph, St. Croix Co. Fax (715) 246-9372 CSM Lot, 6 Legend I" = 40' Benchmark Ele. 10 Top of 3/4" PVC Pipe (1 Alt Benchmark Ele. 100.15ft Top of 3/4" PVC Pipe Cl = Borings Boring Elevations B1 = 97.95ft B2 = 97.95ft B3 = 89.25ft _ B4 = 00.00ft 3~l ~5 7t r //3 7 ~9Sr it ,i Parcel 030-2010-30-300 03i24i2008 11:08 AM PAGE 1 OF 1 Alt. Parcel M 34.30.19.387D-20 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 07/07/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - ZAJAC, MARY T MARY T ZAJAC 1215 CTY RD I HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 1217 CTY RD I SC 2611 HUDSON SP 1700 WITC I Legal Description: Acres: 3.277 Plat: 4783-CSM 18-4783 030-04 SEC 34 T30N R19W SE SE LOT 2 OF CSM Block/Condo Bldg: LOT 06 2/512 NKA CSM 18-4783 LOT6 (3.277 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 34-30N-19W Notes: Parcel History: Date Doc # Vol/Page Type 07/07/2004 768165 18/4783 CSM 07/23/1997 770/316 07/23/1997 749/216 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/31/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.230 81,300 0 81,300 NO Totals for 2008: General Property 3.230 81,300 0 81,300 Woodland 0.000 0 0 Totals for 2007: General Property 3.230 81,300 0 81,300 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 £9L*7 a3ed 91 TOA H m z.,nrm NOO°03'26"E 326.03' Z S D 100.00 ' m 22a.03' g ND0°043'26-- o CERTIFIED SURVEY MAP 8i N o ~~8 52.87' 227.9e VOLUME 7, PAGE 1989. "1 K ° -n ifi m o +33.00' 33.00' LOT I LOT 2 V m r rn s oa ~j Is WEST LINE OF THE I n m m m N~ tLn 1 m 66 00'~7m El/2 OF THE SE1/4 I io n-i - - - QO(AWY MUNKHfiGHWAY 7' ~ on L N _ g N00°03'26"E 328.03' Fri ' a 280.85' N00° 03'26'E . a y 227-98' _ g O g I 194.98'- ~r• -i~ n • i S a cyl z" m u, "1 _0 Inc-, sniff ofi O PTi r~i r~r mR'--W It ) p X v 1<10 Ai =4 C~l a~i O m ImIQ 10 EA C> L.AlMl r alTi I - 5►r.-R" I Inl I-n r;r M o !H`. c Nor $ a ^ m 177 ~Z $ ~o MEN ~0 8 v r 9 1 ' o ~.D I N1Jo~ 13 ~ I I +~~T ZIE to 3ra O Nr N f - 75' SETBACK LINE t° g Gl 0 ..01 M99 ED JA cil o m N t'~~~•• z to o TOP OF BLUFF IMP tv 7 h APPARENT ORDINARY HIGHWATER MARK i~ ~ !n ~ p v - cn CY -19-04 WATERS ESE 03 z a ELEVATION= 845.9' pp 'Tl ~ N Colo) rr//~r jp \ ~N tnJ ' u i a I t-. 10 t0 M..4 m 19, m m I~ O 4- cm a.- ClPll v X An 76 ~g l a ~ $ 9 N U v ( R 655.44' ) EAST LINE OF THE SES/4 to 65620' 1640.88' ~ 327,72' _ T9 N00°06'47"E S00006' ( R N00° 13-06'06"-E ) Z =S d 0 dVH A3AHnS 03IAII833 , AdST %bO bOOZ/L0/L0 080338 SOd 03AI333H O 114 '07 XI083 LS 50330 dO 83J.SI938 ^ " t xK 'H It33,W.LVX sUUoz 9 £SL*7 3fltld 81 -10A S9 T ~9L