The URL can be used to link to this page

Home My WebLink About010-1027-20-200 r s Wisconsin Department of Commerce SOIL EVALUATION REPORT Page l of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County S t. Croix Attach complete site plan on paper not less than 6 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dlmenslons north arrow, and location and distance to nearest road. 0 v 21 R v wed by Date Please print ~n(4?r~i~tiQrl. g~Personal information you provide may be usvd4br'%pd6ndary yurpose riveo aw, s. 15.04 (1) (m)). Property Owner - Property Location f` ` I vr,.V Wm. & Erica Peterso ' 'Govt. Lot NE 1/4 NE 1/4 s 12 T 30 N R 16 x (or) W Property Owner's Mailing Address +I z, • of # Block # Subd. Name or M# G 103 Teresa St. I i 't 3 na csm 3_ / -7 5~ city State Zip odd; Pho ity ❑ Village IiTown Nearest Road Roberts WI 5403; '(7irtt7 c:7®9 1F/.~ \ Emerald 170th. Ave. ® New Construction Use: P~ Residentia"140-Code derived design flow rate hnn GPD ❑ Replacement ❑ Public or comllleiLFaL.- c' Parent material glacial drift Flood Plain elevation if applicable na ft. General comments and recommendations: mound system el. C 105.28' system el. based on contour line of el. 103.45' r Boring F-1 I Boring # ® Pit Ground surface elev. 104.05 ft. Depth to limiting factor _2g,_ in. Soil lication 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 1 -9 10 r3 3 none L 2msbk dSh Cs if -9 -8 2 9-20 10yr4/3 none sil 2msbk dsh ~w if .5 3 2 -29 7.5yr4/4 c2p 7.5yr5/6 sl 2csbk mfr gw if .5 .9 4 29-48 7.5yr4/4 c2p 7.5yr5/8 sl _M- na na na .3 .5 Boring # Boring F ® Pit Ground surface elev. _ 101 .05 ft. Depth to limiting factor 14 in. Soil lication 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 1 -8 10yr3/3 none L 2msbk dsh C1W if .5 2 -14 10yr4/3 none sil 2msbk dsh if .5 .8 3 14-22 10yr4/4 c2d 7.5ry5/6 sil 2msbk dsh 9w na .5 .8 4 2-48 .5yr4/4 c2d 7.5yr5/6 sl M na na na .3 .5 L Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L u #2 = BOD < 0 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gar L. Steel 02298 Address a Evalua n Cond ed Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 10-18-2000 715-246-6200 Property Owner Wm. Peterson Parcel ID # pendincl Page 2_ of 3 F Boring # ❑ Boring 3 FS] pit Ground surface elev. 104.05 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 1 0-8 10yr3/3 none L 2msbk dsh Cs if .5 .8 2 8-19 10yr4/3 none sil 2msbk dsh gw if .5 .8 3 J q--30 10 r4/4 2d 7.5r 5/6 sil 2msbk dsh if .5 .8 4 30-48 7.5yr4/4 2p 7.5yr5/6 sl M na na na .3 .5 i El Boring # El Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 Boring # F] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication 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 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 (8600) STEEL'S SOIL SERVICE Gary L. Steel Wm Peterson 1554 200th Ave. CSTM2298 NE4NE4 S12-T30N-r16W New Richmond, WI 54017 MPRSW-3254 town of Emerald (715) 246-6200 lot #2-csm ~PLII-401 top of 1" pvc pipe C el. 100.00' Alt. BM.= top of 1" pvc pipe @ _ b0~ 7~j,Z r 2 5 41 /1 ~ t 2Z 1 kd , ~ ~C Gary L. Steel 10-18-2000 Parcel 010-1027-20-200 04/02/2007 02:10 PM PAGE 1 OF 1 Alt. Parcel 12.30.16.1688-20 010 - 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 - PETERSEN, DENNIS K & JOYCE B DENNIS K & JOYCE B PETERSEN 2612 170TH AVE EMERALD WI 54013 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 2198 GLENWOOD CITY SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 22.266 Plat: 3975-CSM 14/3975 SEC 12 T30N R16W PT NE NE BEING CSM Block/Condo Bldg: LOT 3 14/3975 LOT 3 22.266AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 12-30N-16W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 723/547 04/01/1988 435766 806/422 LC 2007 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/19/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 20.560 3,100 0 3,100 NO UNDEVELOPED G5 1.700 200 0 200 NO Totals for 2007: General Property 22.260 3,300 0 3,300 Woodland 0.000 0 0 Totals for 2006: General Property 22.260 3,300 0 3,300 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 r o~ 9 5 2000 ~ l l 2 NOV Z 2~ O~ p t 11 E E N H. W A1.S K 2 0 632396 g~tColxC01 J~ TY SU pR'S RCCORO CEP T I FI ED SUP VE Y MA P Located in the Northeast quarter of the Northeast quarter of Section 12, Town- ship 30 North, Range 16 West, Town of Emerald, St. Croix County, Wisconsin. Owners: Dennis & Joyce Petersen 2658 170th Avenue Emerald, Wi. 54012 NO RTH L INE OF THE NE 114 _ _ _ _ UNPLATTED LANOS_ se700e'00'E 70 TH 7. 08 _ I /758.84 33.02_ 3_38.83' 00-"E L 893.94' AVENUE _ 338.83' 5_55.11' ' - 1o I I- _ N1/4 Corner N 87'08'00"W 522.50' - Sec. 12-30-16 . Ne7 oa'oo'w (survey nail • • I NE Corner f . . ound) 0 . I Sec. 12-30-16. I- i o° M 0- m m (survey nail i 0' ~ LLOT 2 N •°'o I found.) tr) _j v, m ~cm 4A `n LOT 3 ,I c, N _li N 87-08-00-W I 0 i 338.83' cwi co m > i VI. C~ ZI 31 LOT AREAS z: w C4 CID - - - - - Lot 2 - 130,680 Sq.& (3.00 acres) . 0 NI N including right-of-way. Y: cnI W 119499 Sq.ft. (2.74 acres) Q: o) • o excluding right-of-way. W z °I O Lot 3 - 969,909 Sq.& (22.266 acres) a ZI 01 (1) 0 including right-of-way. o; Q - 920,094 Sq.ft. (21.122 acres) ° o I I p! Q i 0 CU excluding right-of-way. i t I w I J I I. I Q' _j I w ( Cali C.L 01 ~ to I ~I ~I 231.23' M 264.26 Ji VN87°08`4/"Wssl Z' N N I. ~I O N J~ ~i i rn ti I ~ Ji Q ~ I M O~ SOUTH LINE OF THE NE-NE N ~I N 87'08'41"W 646.42' APPRO L &ATTED -LANDS- ST. CROIX COUNTY El/4 Corner Planning Zoning and Parks Commiti". - Sec. 12-30-16. i OCT 2 5 20~(~ Legend (survey nail found 0 1 11X24" Iron pipe weighing 1.68 If not recorded within 30 days of pounds per lin. foot set. approval date approval shall be null and void to Bearings referenced to the North line SCALE IN FEET l"= 200' of the Northeast quarter of Sec. 12, ' loo' 0 200 40o assumed to be S87°08100"E . 06 This instrument drafted by. 4002684 Vo1.14 Page 3975