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Home My WebLink About034-1053-90-000 W,sconslr:Oepgrtmentof Industry, SOIL AND SITE EVALUATION Page of Labor and Human Relations Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include,but not limited to: vertical and horizontal reference point(BM),direction and _5�f C percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION- Please print all information. Re iewed y Date q Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 2 L l Property Owner Property Location G S/►'1 L Govt.Lot � 1/4 �1/4,S02 T. 9 ,N,R �� Sri w Property Owner's Mailing Address Lot# Block# Subd.Name or CSM a4 lf 12V 9,C _ Noy 7 0 City State Zip Code Phone Number Nearest Road 1 (71-5-) / 3 �- El y ❑ Village Town 411-5-) v (� New Construction Use: ®Residential/Number of bedrooms Additio to existing bull mg ❑ Replacement ❑Public or commercial-Describe: Code derived daily flow gpd Recommended design loading rate -bed,gpd/ft2 trench,gpd/ft2 Absorption area required — bed,ft2 3 7-6—trench,ft2 Maximum design loading rate bed,gpd/fi2 e�trench,gpd/ft2 Recommended infiltration surface elevation(s) go (as referred to site plan benchmark) Additional design/site considerations Parent material 6�4 4 C /A L t1:4 L Flood plain elevation,if applicable_&4 ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ❑S WU S ❑ U ❑s [9 U ❑ S [$U ❑S PO u ❑ S a'u SOIL DESCRIPTION REPORT Boring# Ffton Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench o_g S� s MF/�1 e d Fa 3 Joy Iq WAI eq — 4 A A R M A w Ground 3 2,-Fyd /Ne L- e V G elev. SAor�s ' Depth to limiting factor Remarks: Boring# 251 A L4 <1 to-1 o c 2,+A tr M M F' cv 3 r in►e .5- /M 'r L- y Ground - r C d S a V 9 elev. fV Depth to t limiting factor C "J in. Remarks: CST Name (Please Print) Signature phne fro. GA SM �7 7/ Address Date CST Number PROPERTY OWNER 640 � SM/�h `PSOIL DESCRIPTION REPORT Page of PARCEL I.D.# 19 Borin # Horizon Depth Dominant Color Mottles Structure 2 g Texture Consistence Boundary Roots f: in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench 0-/0 /toy Sid r M rR e 6 M rl' A w Ground - i lye M I/ 6 5'Po 1S Depth to limiting factor la-win. Remarks: Boring# Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench Boring# < ' M-1 Ground elev. ft. I Depth to limiting factor in. Remarks: Boring# Ground elev. ft. Depth to limiting factor in. Remarks: SBDW-8330(R.08/95) 40 tX 14 Vie, c,+te t I ll es, P) Z Jo, LJ Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 2 Labor and Human Relations _ Division of Safety a Buildings in accord with ILHR 83.05,Wis.Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but St. Croix not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.# dimensioned, north arrow,and location and distance to nearest road. 034-1053-90 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R E E BY DATE /2.5�D. PROPERTY OWNER: PROPERTY LOCATI yn,C` Edward C. Russell GOVT.LOT SE 1/4 1/44 T 29 ,N,R 15 "W_ S PROPERTY OWNER':S MAILING ADDRESS LOT# I BLOCK# SUBD.NAME OR CSM# 2548 New Pine Dr. na na na CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE KFOWN NEAREST ROAD Altoona, WI. 54720-1378 (715) 830-0632 aprincifield 1 325 th. ST. is] New Construction Use [x] Residential/Number of bedrooms 3 [ ] Addition to existing building I ] Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate na bed,gpd/ft2 na trench,gpd/ft2 Absorption area required_nP bed,ft2np trench,ft2 Maximum design loading rate na bed,gpd/ft2 na trench,gpd/ft2 Recommended infiltration surface elevation(s) na ft (as referred to site plan benchmark) Additional design/site considerations na Parent material glacial drift FI p'la'iir�elavation,if applicable na ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem EIS KI U ❑S ZI U ❑S $J U ❑S FLI U ❑S au ❑S IaU SO D CRI TION R T Depth Dominant Col Mottles tructure GPD/ft Boring# Horizon in. Munsell Qu.Sz.Cont.Color xture Gr. Sz. Sh. Consistence Boundary Roots Bed Tmnch .................. ................. .................. ................. 1 1 -8 10yr4/3 none sil 2msbk mfr cs 2f .5 .6 -20 10yr5/6 c2p 7.5yr5/8 sicl 2msbk mfr gw if I- Ground 4 .5 3 0-50 7.5yr4/4 c2p 7.5yr5/8 scl M na na na np np elev. na—ft. Depth to limiting factor 8 Remarks: Boring # 1 -9 10yr3/3 none L 2msbk mfr cs 2f .5 .6 2 -22 10yr4/4 c2p 7.5yr5/8 scl 2msbk mfr gw if .4 .5 3 2-45 7.5yr4/4 c2p 7.5yr5/8 scl lmsbk mfr na na,_ .2 .3 Ground �. elev, na ft. Depth to limiting factor 9" c, ONE o Gib. .. /C14_ Remarks: Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200 ve. New Richm d WI 54017 ignature: Date: 12-12-97 CST Number: m02298 PROPERTY OWNER Edward C. Russell SOIL DESCRIPTION REPORT Page�2' of__3` PARCEL I.D.#_ i ' l� Depth Dominant Color Mottles Texture Structure Consistence Roots GPD/ft Boring# Horizon in Munsell Ou.Sz.Cont Color Gr. Sz. Sh. Bed Trench < " 1 0_8 ne 1 2msbk mfr cs 2f .5 .6 2 8-20 10yr5/4 c2p 7.5yr5/8 scl lcsbk mfr na if .2 .3 Ground elev. Na ft. Depth to limiting factor Remarks: Boring# 1 0-9 10yr4/3 none 1 2msbk mfr gw 2f .5 : .6 9-22 10yr4/4 c2p 7.5yr5/8 scl lcsbk mfr gw if .2 .3 Ground elev. na ft. Depth to limiting factor 911 Remarks: Boring # 1 1, 10-8 10yr3/3 none 1 2msbk mfr gw 2f .5 .6 5 2 8-10 10yr4/4 none scl 2msbk mfr gw if .4 .5 3 10-22 10yr4/4 c2p 7.5yr5/8 scl 2msb mfr gw na .4 � .5 Ground elev. 4 22-45 7.5yr4/4 c2p 7.5yr5/8 scl M na na na np np na ft. Depth to limiting factor 1, Remarks: Boring# 1 0-6 10yr4/3 none 1 2msbk mfr gw 2f .5 ! .6 ' 2—t-'10 10yr4/4 c2p 7.5yr5/8 scl 2msbk mfr na na .4 .5 Ground elev. n_ft. Depth to limiting factor 6" Remarks: SBD-8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. SE4NW4 S24-T29N-r15W CSTM2298 Edward Russell New Richmond,WI 54017 MPRSW 3254 town of Springfield (715) 246-6200 not to scale 20 acres a p„3 CQC9 a Gary L. Steel 12-12-97 i Parcel #: 034-1053-90-000 04/01/2008 12:11 PM PAGE 1 OF 1 Alt. Parcel#: 24.29.15.376 034-TOWN OF SPRINGFIELD 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 G&G, LLP SMITH O-SMITH, G&G, LLP PO BOX 96 KNAPP WI 54749 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 24 T29N R15W 40A SE NW Block/Condo Bldg: Tract(s): (Sec-Twn-Rng 401/4 1601/4) 24-29N-15W Notes: Parcel History: Date Doc# Vol/Page Type 07/23/1997 1213/568 QC 07/23/1997 1175/99 SD 2008 SUMMARY Bill#: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/15/2007 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 34.000 5,500 0 5,500 NO UNDEVELOPED G5 6.000 7,800 0 7,800 NO Totals for 2008: General Property 40.000 13,300 0 13,300 Woodland 0.000 0 0 Totals for 2007: General Property 40.000 13,300 0 13,300 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 LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF SPRINGFIELD COMPUTER NUMBER 034-1053-90-000 Parcel Number 24.29.15.376 OWNER NAME: First G & G, LLP Last SMITH PROPERTY ADDRESS: Hse# 1/2 PD --Street Name-- Type SD Apartment SECTION 24 TOWN 29N RANGE 15W 1/4160 %40 Line Description Line Description TOTAL ACREAGE 40.000 PLAT LOT BLK 01 SEC 24 T29N R1 5W 40A SE NW 15 02 16 03 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit