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HomeMy WebLinkAbout032-2107-70-000 (3) Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT (� Page 1 of 3 Labor and Human Relations 4 Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. C••- .( G %1� �" COUN Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, •t St. Croix not limited to vertical and horizontal reference point(BM),direction and% PARCEL I.D.#of slope,scale or /d dimensioned, north arrow,and location and distance to nearest road. C 3 2 ° /9 14,0 -10 APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION R. CIE aJ=Y DT/ PROPERTY OWNER: PROPERTY LOCATION ^ -Sari i".h GOVT.LOT SE 1/4 NE 1/4,S 11T 30 ,NCR 19 EA)W PROPERTY OWNER':S MAILING ADD ESS LOT# BLOCK# SUBD.NAME OR CSM# 11160 190th, Ave. N.W. 17 na N. Bass Lake Estates CITY,STATE ZIP CODE PHONE NUMBER DCITY ['VILLAGE MOWN NEAREST ROAD Elk River, MN. 55330 (612) 441-8888 _ Somerset 85th. st. tc] New Construction Use [x] Residential/Number of bedrooms 3 [ ] Addition to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate, .7 bed,gpd/ft2 _8 trench,gpd/ft2 Absorption area required 643 bed,ft2 563 trench,ft2 Maximum design loading rate .7 bed,gpd/ft2 .A trench,gpd/ft2 Recommended infiltration surface elevation(s) 97.67 ft (as referred to site plan benchmark) Additional design/site considerations alt. system el.= 97.67' & 95,30' Parent material outwash Flood plain elevation,if applicable na ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable for system CAS 0 CAS 0 M S 0 $]S DU as DU OS IEIU SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Bourxiary Roots GPD/ft2 Boring# Horizon in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench .................. ................ .................. ................ .................. :< 1 1 0-10 10yr3/3 none 1 2msbk mfr gw 2f .5 .6 -......-. 2 10-24 10yr4/4 none sil 2msbk mfr gw 1 f .5 .6 Ground 3 24-34 7.5 r4/4 c2p 7.5yr5/8 sil m na gw na np .2 elev. r 100.9 ft. 4 34-84 7.5yr4/6 none ms Osg ml na na .7 .8 4 /2 € 2-✓ ''4 V 36 ' a ` — 2c eel Depth to �� ��" limiting � - 7. factor a d e f-a . -e +84" Remark . ! 42,112.a----- Boring# 1 0-7 10yr3/2 none sl 2msbk mfr gw 2f .5 .h "' 2 " 2 7-15 10yr4/4 none is _ osg mvfr gw if .7 .8 Ground 3 15-82 7.5yr4/6 none Ccos osg ml na na .7 .R elev. 1 _112 101.5 ft. • 7 Depth to limiting t� w a 1 �L-' �� factor i ' 5 °t��� -- +82 \ J( `' sl_" N Remarks: � yrz'�ce CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 N `"./-, �� Address: 1554 200th." Ne rich ;y,;,,_WI 5;ir!17 1 r=`T `c) 'IL►.Il� • Signature: `�' _ .`- Date: 4-16-97 CST Number: m02298 • PROPERTY OWNER Gerald J. SMith SOIL DESCRIPTION REPORT , Page 2 of ~3 1 PARCEL I.D.# e 2 . 2,61 CTO ' Zn Depth Dominant Color Mottles Structure GPD/fir- Boring# Horizon in. Munsell Qu.Sz.Cont.Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trends 3 m 1 0-9 10yr3/3 none sl 2msbk mfr gw 2f .5 .6 .......... 2 9-19 10yr4/4 none sl 2csbk . mvfr qw 1f .5 .6 Ground 3 19-36 10yr5/4 none sin lrshk mfr gw na -2 -3 elev. 100.6 ft. 4 36-82 7.5yr4/6 none ms osg ml na na .7 .8 Depth to limiting - factor +82" Remarks: Boring# gmm 1 0-8 10yr3/3 _ none sl 2msbk mvfr gw _ 2f .5 .6 €' 4 M 2 8-14 7.5yr4/4 none is ow invfr gw if .7 .8 Ground 3 14-84 7.5yr4/6 none cos osg ml na na .7 .8 elev. 98.0 ft. - Depth to - limiting factor - +84" Remarks: Boring# ._ 1 I0-6 10yr3/3 none sl 2msbk mvfr qw 2f .5 .6 ``' ``:`: 2 6-80 7.5 r4 6 none ms os . . .. Y / a mfr na na .7 .8 ::::::::::::::::5::::::::::::::: Ground elev. 97.8 ft. Depth to - limiting factor - +80" Remarks: Boring# Ground • • elev. ft. Depth to - — — limiting factor Remarks: SBD-8330(R.05/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. Gerald Smith CSTM2298 sE qNE a S11-T3ON-R19W New Richmond,WI 54017 MPRSW-3254 town of Somerset (715) 246-6200 lot #17-N. BAss Lake Estates N 1"=40' BM.= top of 2" pvc pipe @ el. 100' Alt. BM.= top of 2" pvc pipe @ el. 95.70' )`lo o' 3o /'D (• f, 11:1-Q;c1\ L.41; ot9ia�1 / • W A AY Gary L. Steel 4-16-97 / a t 11 * 1 g ti 4;oC gsF .inn M211ff X3091' l = A j/1 1!bIiI IHll1iIL m 11..A 11,=� eb 4 I ,I a l M.r^ a• 4 _ 8 � J II 1 s=1 w w u. .4_, 1 �\ hI mR ^�_§!s. 1�1OO � ,a Mr°Mww � ww•� 255 'O�',� ' /i /6/4".--:1,-4 .(. i +. •A TTT7T7 3 51''-• ,.- '''. i k =T4 _$$$_ $'$$$ " ,n � i 'p M�' "r . ,. y "---\:2-'-'--7- ;N . sz s ;s11 1 #/ .` j er \ i li!l. 1 it� ^_ _ \\' % 11 ,,,'/I� I \ a L C 3\ � `040. 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I I• 4 G �o \\ \ W; i^ ./,L313HQN,7 �a b VI u»Jlu Jo Jim 2323 +-411 3t" ^ I rAN R S s040 OLLVIdNO gA 1 II €w ; p VNnO.O DJ W I I/ g (W3 AZ.112,Vau 25211 4 ;\ , • Parcel #: 032-2107-70-000 05/29/2007 09:39 AM PAGE 1 OF 1 Alt. Parcel#: 11.30.19.1011 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): 0=Current Owner, C=Current Co-Owner O-HOLDEN, RONALD E&SHARON M RONALD E&SHARON M HOLDEN 10713 32ND AVE N PLYMOUTH MN 55441 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description *799 165TH AVE SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 3.010 Plat: 2207-NORTH BASS LAKE ESTATES '97 SEC 11 T3ON R19W SE NE LOT 17 NORTH BASS Block/Condo Bldg: LOT 17 LAKE ESTATES Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 11-30N-19W Notes: Parcel History: Date Doc# Vol/Page Type 10/16/1997 567015 1270/498 WD 07/23/1997 1188/95 WD 07/23/1997 1150/85 QC 07/23/1997 1020/422 WD more... 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/24/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.010 48,000 0 48,000 NO Totals for 2007: General Property 3.010 48,000 0 48,000 Woodland 0.000 0 0 Totals for 2006: General Property 3.010 48,000 0 48,000 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