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Home My WebLink About032-1023-40-050 o/Z/`/ 1 Z a//5/1/4/ 1 1479 Wisconsin Department of Commerce SOIL EVALUATION REPORT (�� X Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code w 1 A.C.E.Soil&Site Evaluations County Attach complete site plan on paper not less than 8%01 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal referen.• • • c direction and percent slope,scale or dimemsions,north arrow, •�ii4 d' r: to nearest road. Mii Parcel� 2� 0 ID#9.31.19.115A2.0 Please print all 7)- t•n. _ R� awed B Date / ,,,, ,,_ Date/ i Personal information y o u provide may be ,ndary pul��ireg acy Law,s.15.•,1)(m)). `�J(1"v�< I g/i 9 K Property Owner \k0 P Location Ruby Schiefelbein&Donna Summ, , ittO Govt.L t SE 1/4 NE 1/4 S 9 T 31 N R 19 W Property Owner's Mailing Address Lot Block# Subd.Name or CSM# 15— 2727 W.43rd Street,#201 u'_>, et S'1 J 'l Proposed CS 2 —, i•:+► City State Zi• •• Phone N ; City _;j Village Town Nearest Road •ty h Minneapolis I MN 1 55•� \c"› Somerset I 50Th Street iti New Constriction Use: el Residential/ '. Re`• .• 4 Code derived design flow rate/� 600 GPD Replacement Public or commercial-Describe: ._5/--(UI�..G_ LJ4' �� dt- -7 Parent material Glacial outwash Flood plain elevation,if aide na . General comments and recommendations: Install 2 trenches using 29 high capacity infiltrator chambers 4.5'below grade at system elev. =95.5'on 100.00'contour&94.5'on 99.0'contour. 1 Boring# LA el Ground Surface elev. 100.79 ft. Depth to limiting factor >106" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2 *Eff#1 *Eff#2 1 0-12 10yr3/3 none Is lfsbk ds cw 2f,1m 0.7 1.2 2 12-22 10yr4/4 none sl 2msbk ds cw 2f,1m 0.5 0.9 3 22-39 7.5yr4/6 none sl 2msbk dsh aw 2f 0.5 0.9 4 39-68 10yr4/6 none s 0 sg dI gw - 0.7 1.2 5 68-106 10yr5/6 none s 0 sg dl - - 0.7 1.2 2 Boring# el Ground Surface elev. 99.93 ft. Depth to limiting factor >105" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-13 10yr3/3 none Is lfsbk ds cw 2f,1m 0.7 1.2 I 2 13-21 10yr4/4 none Is 1 msbk ds gw 2f,1m 0.7 1.2 3 21-34 10yr4/3 none Is lmsbk ds cw 2f 0.7 1.2 4 34-40 10yr4/4 none sl 2msbk dsh aw - 0.5 0.9 5 40-105 10yr6/4 none s 0 sg dl - - 0.7 1.2 H#5 contains 1"-3"bands of 10yr4/4 0 sg Is at 4"-10" •,_• - .. Banding does not create a restriction of downward infiltration to a degree that would require uction of proposed loading rate. *Effluent#1=BOD?30<220 mg/L and TSS> <150 mg/L *E,g- ,9#2=BOD5<_30 mg/L and TSS<<30 mg/L CST Name(Please Print) Sign ure: 1/4,..,,. CST Number James K.Thompson 3----- 3602 Address A.C.E.Soil&Site Evaluations •-e Evaluation Conducted Telephone Number 340 Paulson Lake Lane,Osceola,WI 540 • 10/2/01 715-248-7767 /V79 property owner Ruby Schiefelbein &Donna Parcel ID# 0324023-40-000, ID# Page 2 of 3 3 Ong# Boring igi Pit Ground Surface elev. _ 98.00 ft. Depth to limiting factor >95 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIftz _ *Eff#1 *Eff#2 1 0-12 10yr3/3 none fsl 2fsbk ds cw 2f,1m 0.5 0.9 2 12-24 10yr3/4 none sil 2fsbk ds cw 2f,1m 0.5 0.8 3 24-40 10yr4/4 none sl 2msbk dsh aw 2f 0.5 0.9 4 40-48 10yr4/6 none Is 0 sg dI gw - 0.7 1.2 5 48-95 10yr5/4 none s 0 sg dI - - 0.7 1.2 � 4 Boring# ii77 le Pit Ground Surface elev. 96.72 ft. Depth to limiting factor >93" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftt *Eff#1 *Eff t2 1 0-9 1 0yr4/3 none Is 1 fsbk ds cw 2f,1 m 0.7 1.2 2 9-20 10yr4/4 none Is 1 msbk ds gw 2f,1 m 0.7 1.2 3 20-34 7.5yr4/6 none Is 1 msbk ds cw 2f 0.7 1.2 4 34-68 1 0yr4/4 none s 0 sg dl aw - 0.7 1.2 5 68-93 10yr6/4 none s 0 sg dI - - 0.7 1.2 H#5 contains 1/4"-1/2"bands of 10yr4/4 0 sg Is at 8"-16"intervals. Banding does not create a restriction of downward infiltration to a degree that would require reduction of proposed loading rate. 5 ins# A Boring lel Pit Ground Surface elev. 94.92 ft. Depth to limiting factor >93" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fr *Eff#1 *Eff#2 1 0-12 10yr3/3 none sl 2fsbk ds cw 2f,1m 0.5 0.9 2 12-26 10yr3/4 none sl 2fsbk ds cw 2f,1m 0.5 0.9 I 3 26-36 10yr4/4 none fsl 2msbk dsh aw 2f 0.5 0.9 4 36-40 7.5yr4/6 none co s 0 sg dl aw - 0.7 1.6 5 40-50 10yr4/6 none s 0 sg dl cw - 0.7 1.2 6 50-93 10yr5/4 none s 0 sg dl cw - 0.7 1.2 H#5 contains 1/16"-1/4"bands of 10yr4/4 0 sg Is at 6"-14"intervals. Banding does not create a restriction of downward infiltration to a degree that would require reduction of proposed loading rate. *Effluent#1=BOD?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. 63 0 ' Qei lk 15179 . :F._ , • • 50;1 e✓alua 'o,-, loco. d prop.sea/Cc Sea/e:/ = 4/c' ,ply Sa;ece 1.6e;n it 1-)0 n IV 5urnrncr,,-e.f4-lt✓ eio. /off /of,f-gatstd CS,,{, SQ C. 9 7,0,06ow arse-Z, 56. Craix Co.,cJ/. i yu6r 1. co • g M I.-,. $ „ :T., of Ee.ba■ ar Y{ 8S 29 P`Sr 76/ .4.4, M cF 4 es- Qc. 8z 0 o� . O 0' 0 • qZ. G gd e oil 0 8a-rich Mark: Togo ol'" (R' rebac. Asscc,.,e-d eel%" /orlani `� r 4/. 3 Parcel #: 032-1023-40-050 02/18/2005 08:07 AM PAGE 1 OF 1 Alt.Parcel#: 9.31.19.115A-20 032-TOWN OF SOMERSET Current ,X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): *=Current Owner SUMMERFIELD, DONNA M DONNA M SUMMERFIELD 7300 YORK AVE S 102 EDINA MN 55435 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description SC 4165 SCH D OF OSCEOLA SP 1700 WITC A` Legal Description: 1_1 Acres: 0.000 Plat: 1427-CSM 15/4246 SEC 9 T31N R19W P SW S LOT 1 CSM Block/Condo Bldg: LOT 1 15/4246(11.643AC)IN 032-1023-40-085(115A-40)(2.351AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) (LAKE) 09-31N-19W SW SW Notes: Parcel History: Date Doc# Vol/Page Type 10/03/2003 742445 2427/519 SAD 10/03/2003 742443 2427/516 SAD 05/03/2002 678066 1884/330 QC 10/22/1998 589663 1368/409 TI 2004 SUMMARY Bill#: Fair Market Value: Assessed with: 9842 Use Value Assessment Valuations: Last Changed: 07/13/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 11.643 1,400 0 1,400 NO Totals for 2004: General Property 11.643 1,400 0 1,400 Woodland 0.000 0 0 Totals for 2003: General Property 11.643 1,400 0 1,400 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 Parcel #: 032-1023-40-025 02/18/2005 08:22 AM PAGE 1 OF 1 Alt. Parcel#: 9.31.19.115A-10 032-TOWN OF SOMERSET Current XJ ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): *=Current Owner *SCHIEFELBEIN, RUBY J RUBY J SCHIEFELBEIN 7300 YORK AVE S#102 EDINA MN 55435 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description SC 4165 SCH D OF OSCEOLA SP 1700 WITC Legal Description: Acres: 13.820 lat: N/A-NOT AVAILABLE SEC 9 T31N R19W SE NEE CSM 7/1910 EXC lock/Condo Bldg: PT TO CSM 15/424 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) Notes: Parcel History: Date Doc# Vol/Page Type 10/03/2003 742446 2427/520 SAD 10/03/2003 742443 2427/516 SAD 05/03/2002 678068 1884/334 QC 10/22/1998 589663 1368/409 TI more... 2004 SUMMARY Bill#: Fair Market Value: Assessed with: 9841 Use Value Assessment Valuations: Last Changed: 07/22/2003 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 13.820 1,600 0 1,600 NO Totals for 2004: General Property 13.820 1,600 0 1,600 Woodland 0.000 0 0 Totals for 2003: General Property 13.820 1,600 0 1,600 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 ' —669533 fL v CN L. 15 i�"ph 01 4246 lu AUG 19 20' KATHEEEW H. WALSH REGISTER OF DEEDS ST. CROIX CO. WI S1 C,rb,(; ! RECEIVED FOR RECORD SRl LYQ$'j, r(;(), ) CERTIFIED SURVEY MAP 01-28-2002 1:45 P" COPY FEE: 3.00 LOCATED IN PART OF THE SE1/4 OF THE NE1/4 OF RECORDING FEE: 13.00 PAGES: 2 SECTION 9, T31 N, R19W, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN. DETAIL i I o LEGEND Cl)Cl) 15.80 S88°30' 5'W i ALUMINUM COUNTY SECTION --Cg.2 r \�� CORNER MONUMENT FOUND m z 0 �..�� ; X COMPUTED SECTION CORNER O NE CORNER y (FALLS IN LAKE) Co m SECTION 9 1'IRON PIPE FOUND D m m 0 1"OUTSIDE DIAMETER X 24" ow op m Imo " O 0 IRON PIPE SET WEIGHING °A Z Co N 1.13 LBS. PER LINEAR FOOT N N aj OO W 100'ROADWAY SETBACK LINE CO m-I �— CBA CONTIGUOUS BUILDABLE AREA O 0 L. J J l [n�PLNUTIED [ [`n�[ @ Z m I 'c Io NORTH LINE OF THE N89°35'31"E 866.78' SE1/4 OF THE NE1/4 833.78' .• —o/ 463.02' .�,�/ 37 1. • .., L] 115D 1 PREPARED FOR / •CBA/a 4r 6• C. S EASEMENT, r%3 3 / BOB SCHIEFELBEIN /6'� 1 O O (� 406 BLUE VIEW DR. CBA g N Ca N � MOUNT HOREB,WI 53572 ff cn w w fl VD v v o g wo = SURVEYOR �� OT 2 `� N w v, S&N LAND SURVEYING LOT 1 7. '03 ACRES 0) 2 ALLEN C. NYHAGEN /////// (313 742 SQ. FT.) j OO Cl) 2920 ENLOE STREET 11.643 ACRES C. RAW 33 HUDSON,WI 54016 (507,163 SQ. FT.) 6.059 ACRES ` ° O O �� 3 INC. RAN (263,931 SQ. FT.) 6 - l- 10.645 ACRES EXC. RAN ( z o 1 Z (463,695 SQ. FT.) w.4 ' r f • m p i�cr) co O / EXC. R/W, „ �p.N N IICI') 1 m y, o N i (5)k ! ado O . ' - r. Z O O t^ f� '_ °O I ' N to : t; :' z .1 V/ 1 Cn 1\j pp.." W / • �� •o (X) .1 11 V7 O N Cn ' 7' 4c _3 w r ,,_, ccoQw i 61 �, r =., ' . ,Ng N 0?,0 `I //-- 33.60, s ,� w K cv� D m co - c�` C�� 28 77 1 / N• `O 0 W //�' isb " Z �5,\s/•- WATERS I ^� /� ��5 /• SI EDGE O `♦ /��/ Z,R) • 53 0 r m r o i 51 �O3 CNJ_t m 04,0 O X //4; 46 1 S�' -I 33 1 N i3O. _ w c*��OUTLOT 2 0 A `' ' OUTLOT 1 ia 4.797 ACRES 0o p i j 2.351 ACRES (208,978 SQ. FT.) ..il:$ 1 (102,394 SQ. FT.) w 8°30'55"E 27.98' - rn m N8 �► / 463.08 - a? S88°30'55"W 15.80 66.20' 382.49' 403.80' X E1/4 CORNS II' F} ��/ (� J S89°12'28"W 852.49' SECTION 9 U. J EAST-WEST 1/4 LINE-I w �� j I Ml�p�tr�GD �[�D`� N o I N �g �5 W 1. SCALE IN FEET 1" = 200' 9) 1 �r Ig Il co WI iI� \ \\\ 200 O 200 SE CORNER SHEET 1 OF 2 SECTION 9 Vol.15 Page 4246