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Home My WebLink About026-1071-20-100 1622 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 horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimemsions, north , ~ and distance tc uear-st road. )LO Please print al inthr"-Cn- i 1) vi t0 ~D Personal information you provide may be used or secondary purposes (Privacy Law, s. 15.0 1 (1) (m)). J Q Property Owner - i l u L. Pro rty Location 6 3'7oA l0 Christine Hendricks f Lot SW 1/4 SW 1/4 S 24 T 30 N R 18 W Property Owners Mailing Address ' of U loc=*bdTo~ ameor CSM# P.O. Box 42 1 s 1-7City State Zip Code Phone Number -J City J Village wn Nearest Road New Richmond WI 54017 715-246-5920 Richmond 140Th Ave. r' New Construction Dce: ✓`f Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD -j Replacement J Public or commercial - Describe: Parent material Glacial drift Flood plain elevation, if applicable na General comments and reoommendatio Is suitable for At-grades a Recommend installing mound system at elev. = 103.50' at 6" above 0 ase dispersal of effluent throughout system area. Boring # I Boring i{/ Pit Ground Surface elev. 101.47 ft. Depth to limiting factor > 105" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 10yr32 none sil 2fcr mvfr as 2fm 0.5 0.8 2 12-18 10yr4/3 none sil 2fsbk mvfr cs 1fm 0.5 0.8 3 18-31 10yr4/6 none sil 1msbk mvfr cW 1f 0.2 0.3 4 31-80 7.5yr4/6 none slAs mix 2msbk/1msbk mfr/mvfr cW - 0.5 0.9 5 80-105 7.5yr4/4 none sl 1 msbk mfi - - 0.4 0.6 H34 consists of an unsorted mixture of 40% 7.5yr4/4 sl & 60% 7.5yr4/6 Is. Boring # Boring ✓_f Pit Ground Surface elev. 101.96 ft. Depth to limiting factor 68" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr32 none sil 2fcr mvfr as 2fm 0.5 0.8 2 11-21 10yr4/3 none sil 2fsbk mvfr cs 1fm 0.5 0.8 3 21-35 7.5yr4/4 none sl 2msbk mfr cW 1f 0.5 0.9 4 35-50 7.5yr4/6 none slAs mix 2msbk/l msbk mfr/mvfr cw - 0.5 0.9 5 50-68 7.5yr4/4 none sl 1 msbk mfr gi - 0.4 0.6 6 68-80 7.5yr4/6 f2d 7.5yr5/8 sl 1 msbk mfr cw - 0.4 0.6 H#4 consists of ed mixture of 40% 7.5yr4/4 sl & 60% 7.5yr4/6 Is. * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effl = BOD <_30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signat re: _ CST Number James K. Thompson - 3602 Address A.C.E. Soil & Site Evaluations Dat Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 4/182003 715-248-7767 Property Owner Chritine Hendricks Parcel ID # Page 2 of 3 3 ] Boring # J Boring Pit Ground Surface elev. 103.52 ft. Depth to limiting factor 50' in. Soil Application Rate F 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 1 0-11 10yr3/2 none sil 2fcr mvfr as 2fm 0.5 0.8 2 11-19 10yr4/3 none sil 2fsbk mvfr cs 1fm 0.5 0.8 3 19-36 7.5yr4/6 none sil 2msbk mfr cw 1f 0.5 0.8 4 36-50 7.5yr4/4 none sl 1 msbk mfr cw - 0.4 0.5 5 50-90 7.5yr4/6 m2d 7. r5/8 Ifs/s Om/Osg mfi/ml gi - 0.4 0.6 6 90-102 10yr6/8 f2d 7.5yr5/8 sl 1 msbk mfr cw - 0.4 0.6 H#5 consists of an unsorted mixture of 40% 1 Oyr6/8 s & 60% 7.5yr4/6 Ifs. Redox. concentrations located within coarser materials. H#6 contains 40% limestone plates & fragements, grading towards bedrock. ❑ 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sal 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 I * Effluent #1 = BOD 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. 83 o y~~~~~e • /ocsi-~.e dV Prop. 56Z4 Sca1c~ ~ ~=4~0~ ,o~ 'f9b~s~o,o.t ~ 82 4 K i^ o as 0 $s.,c1, ry(~.' Too o-' /o 6 ~6~at'e_ .,4s5u..neA/ a (ems = /oo cz?' h a v p vac. . 3~3 Parcel 026-1071-20-100 09/08/2005 04:05 PM PAGE 1 OF 1 Alt. Parcel 24.30.18.370A-10 026 - TOWN OF RICHMOND Current IX! 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 - HENDRICKS, CHRISTINE A CHRISTINE A HENDRICKS 1228 CIRCLE PINE DR NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1418 140TH AVE SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 14.030 Plat: 1719-CSM 17-4538 026/03 SEC 24 T30N R1 8W PT SW SW CSM 17-4538 Block/Condo Bldg: LOT 01 LOT 1 (14.030AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 24-30N-18W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 06/26/2003 727427 2289/124 QC 06/12/2003 725495 17/4538 CSM 2005 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/01/2004 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 14.030 37,200 0 37,200 NO Totals for 2005: General Property 14.030 37,200 0 37,200 Woodland 0.000 0 0 Totals for 2004: General Property 14.030 37,200 0 37,200 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 7 2 5 4 9 5 VOL 17 A THEM GE 4538 WALSH REGISTER OF DEEDS P N ST. CROIX CO. C2 - 6 06/12%2 R09fi3@AM CERTIFIED SURVEY MAP REC FEE: 13.80 COPY FEE : CERTIFIED SURVEY MATES: 2 PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24.TOWNSHIP 30 NORTH. RANGE 18 WEST. TOWN OF RICHMOND. ST. CROIX COUNTY. WISCONSIN APPROVED LEGEND ST. CROIX COUNTY Planning zoning and parks Committee 0 SET 3/4' X 1 8 ' IRON P I N JUN 12 2003 WT. 1.50 LBS/FT. o FOUND 3/4' IRON PIN If not recorded within 30 days of ® FOUND 1 1 /4' IRON PIPE approval date approval shall be UNPLATTED LANDS null and void ~ FOUND 3" ALUMINUM NORTH LINE SWV4-SWV4 COUNTY MONUMENT N 89°40'38'W 680.47' SCALE I' - 200' ITT 0 100 300 BEARINGS REFERENCED TO THE SOUTH LINE SWI/4 SEC. 24 (ASSUMED S89.48'34'E) LOT 1 611.078 SF. 14.03 AC. LESS R-O-W 600.132 SF. 13.78 AC. N 1Np o \ 0 Z Q N O) 3C 0 - M\ °I W) n N 89.48'34'W 416.00' - ° Q 3 N W v> 6WW I - NZ > =!0 1 ' I 0 LOT 2 O J ° 2876 59 AC. Z W ba I ~ a LESS R-O-W 86 ; 271.052 SF. a 66.22 AC. nm W ~9a!! serer A11/~~~ , o L~ +0`` 6 bari E3 Y L E 10 m HSO ,WI • y z•r ,~i L8 BUILDING SETBACK LINE_ ❑ ' andUryPya eeo ara 40.30' $ 4N 2.47' 9 9N Nq \ 264.49' 240. 17 C I Go qy 618.48' 1, N89.43'OS' 504 6N 264.49' S 89° 48'34'E 680.49 S 89°48'34'E 2597.94'SOUTH LINE SWI/4 SEC. 24 d' RED PINE CORNER 1st ADD. 140th AVE .C CURVE DATA TABLE CHORD CHORD RAD ARC DELTA LENGTH BEARING TAN IN TAN OUT Cl 389.57' 182.07' 26.46'41' 180.42' $76.53'34.5'E N89.43'05'E 363.30'14'E O THIS INSTRUMENT DRAFTED BY L. ELLIOTT SHEET I OF 2 Vol.17 Page 4538 Old