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HomeMy WebLinkAbout034-1009-70-000 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page f—of Division of Safety and Buildings In accordance with Comm 85,Wis. Adm. Code , t County �T�l � Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but notiimited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 76 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all Information. Rev' ed Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location �1 c��� Govt,Lot /(/l,tj 114 N( 4 S S T 9N R SE(or Property Owner's Mailing Address / Lot# Block# Subd. Name or CSM# 3 V� l � 3 &.-7 a� -J 1Y 2, City State zip Code Phone Number ❑City ❑Village ow a rest Roa 540 s)6 W-0 ye � - 'N)rest 'CFNewConstrucoon /Number of bedrooms_ Code derive 46W rate GPD ❑Replacement / ublic commer scribe: Parent material � t k �`' Flood Plain el if ap J ft. General comments ! 1 and recommendations: ✓Yl ow, f k 1 ' AIM 2 3 -rolc- F71 Boring# Ground surface elev.�_ft. Depth to limiting factor i j�Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDA12 In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 -Eff#2 ® Boring# ❑ poring �` /}� �ff Pit Ground surface elev. ____�ft. Depth to limiting factor d fn. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlf112 in. Munsell Qu.Sz. Cont,Color Gr.Sz.Sh. `Eff#1 `Eff#2 `Effluent#1 =BOD5>30<220 mg/L and TSS>30< O mg/L `Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST a N e(Please Print) .. nature -) C,S� umber Address Date Evaluation Conducted Telephone Number SBD-8330(1107/00) Property Owner Parcel ID# Page of Boring# Boring S,-[� limiting factor � Pit Ground surface elev. ft. Depth to limi in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2 In. Mansell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 © Boring# Boring a Pit Ground surface elev. �' � ft. Depth to limiting factor � in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2 LO— )Oin. Munsell Cu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 r 3J 3 s- I S ,G yr - - r/) ❑ 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 GPDlft2 In. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2 "Effluent#1 =BOD5>30-c 220 mg/L and TSS>30<150 mg/L 'Effluent#2.BOD,<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. SM-8730 M07/00) Soil Test Plot Plan Project Name Glen Malcien Shaun Address P.O. Box 162 Woodville Wi 54028 (FXTPA #226900 Lot Subdivision ------- Date 8/22/01 NW 1/4 NW 1/4S 5 T 29 N/R15 W Township Springfield ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Wood Corner Post System Elevation 1.9' of lift *HRpSame as Benchmark Alt, BM Base of Wood Corner Post @ 94.8' S6 * nvl V V Property" Line M. 40' t. M. 50' 93' B-2 JF B-1 70' 92, 5' 70' 91' B-3 B-4 6% Slope IF 0 00 N 4w� Q.L Parcel #: 034-1009-70-000 01/11/2005 04:16 PM PAGE 1OF1 Alt. Parcel M 05.29.15.70A 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): '= Current Owner * GLENN&JOAN MALCEIN MALCEIN, GLENN&JOAN PO BOX 162 WOODVILLE WI 54028 Districts: SC=School SP=Special Property Address(es): "=Primary Type Dist# Description SC 2198 GLENWOOD CITY SP 1700 W ITC Legal Description: Acres: 38.690 P t: N/A-NOT AVAILABLE SEC 5 T29N R1 5W NW NW FRL EXC NSP&EX ock/Condo Bldg: PT TO CSM 9/2419 ract(s): (Sec-Twn-Rng 401/4 1601/4) 05-29N-15W Notes: Parcel History: Date Doc# Vol/Page Type 07/23/1997 1029/300 WD 07/23/1997 858/238 07/23/1997 809/538 07/23/1997 784/104 more 2004 SUMMARY Bill M Fair Market Value: Assessed with: 50789 Use Value Assessment Valuations: Last Changed: 05/26/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 36.690 5,600 0 5,600 NO UNDEVELOPED G5 2.000 100 0 100 NO Totals for 2004: General Property 38.690 5,700 0 5,700 Woodland 0.000 0 0 Totals for 2003: General Property 38.690 5,850 0 5,850 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 C:4 UP Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85,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 not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. R Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Own r Property Location Govt.Lot/ 114 �1/4 S � T � N R � E(o W Property Owner's Mailing Address Lot# Block# Subd.Name or GSM# 2 2- -- I )VO Cy�� C Js City State Zip Code Phone Number City ❑Village ion Nearest Road S 8 � —) -� S r ( � New Construction Us6,21 Residential/Number of bedrooms _ Code aer4X d design flow rate / �) GPD [J Replacement Q P blic or corg I -Described' m , Parent material M&—, Flood Plain eleviNion�(l applicable i4 ft. General comments "�C and recommendations: Boring# � � ❑ Boring F-11 �Pit Ground surface elev. 1--�=ft:, Depth to limiting factor in. gall Application Rate Horizon Depth Dominant Color Redox Description Textura ---6tructure Consistence Boundary Roots i3PDlft' In. Munsell Qu,Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 �/ I -3 '33 s E; ® Boring# ❑ Boring 9 pit Ground surface elev./—L ft. Depth to limiting factor DL a in. ME on Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots t� in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#2 l 3 Z 7:2e--z Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOO, 30 mg/L and TSS<30 mg/L CST Na (P ase Print), t T�uLnber Address Date Evaluation Conducted Telephone Number SM)-8330(R07/00) J i Property Owner Parcel ID# Page of 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/ft2 In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 f 41y 3 , sL y 4 ❑ Boring# ❑ Boring ❑ pit Ground surface eiev. ft. Depth to limiting factor 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 aBoring# ❑ 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/ft2 In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 `Effluent#1 =BOD5>30 a 220 mg/L and TSS?30 a 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. SID-8330(W07/00) Soil Test Plot Plan Project Name Glen Malden Sha 'r Address P.O. Box 162 Woodville Wi 54028 #226900 Lot Subdivision ------- Date 8/22/01 NW 1/4 NW 1/4S 5 T 29 N/R15 W Township Springfield n Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation mound system *HRpSame as Benchmark Alt. BM Top of Steel Fence Post @ 101.6' County Road DD 300' 97' 96' Alt M 95' B-1 5' B- 5' 8% 5' Slope B.M B-2 a� 0 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of Labor aid Human Relations " Division of Safety&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. 0 -- W� APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIE�IE BY DATE �, PROPERTY OWNER: PROPERTY LOCATION Les Schouten S'e'e' GOVT.LOT 1,11 1/4 NF1 1/4,S 5 T 29 N,R 15 RV)W PROPERTY OWNER':S MAILING ADDRESS LOT# 1 BLOCK# SUBD.NAME3RAU 2('20 170 Th. Ave n/a n/a n/a ,, CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE DOWN NEAREST ROAD Irteralcl, Wi. 54012 V15 ) 265-45PO S minffi.eld 200 th. St. New Construction Use jxj: Residential/Number of bedrooms 3 [ ] Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate n/P bed,gpd/ft2 aLp trench,gpolft2 Absorption area required n/T) bed,ft2 n n trench,ft2 Maximum design loading rate n/p—bed,gpd/ft2 n/ trench,gpd/ft2 Recommended infiltration surface elevation(s) n/a ft (as referred to site plan benchmark) Additional design/site considerations n/a Parent material glacial drift Flood plain elevation,if applicable n/a ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem EIS :O U EIS ❑S )Ebtf [Is _a U EIS -O U 1 ❑S slu SOIL DESCRIPTION REPORT Bo # Horizon Depth D rrima Mottles Structure GPDJft in. Muns II u.Sz.Cont Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed (Trench > `_� 1 0—P 10yr3/3 none sl. 2/rl/„r nfr ¢/w 2/f .5 6 2 r /4 r�?..P 7.5'vr7/2 sil.. 2/f/shf, nfr n/w 1/f .4 .5 7.5 5/8 Ground 3 .4-4F 7.5yr4/4 2P 75.VrM sl. P1 n a na n a •[} _5. elev. ri/a ft. Depth to limiting factor o Remarks: Boring# Ground I elev. e x ft. d7 Depth to limiting �' c factor Remarks: CST Name:—Please Print Phone: Gary L. steel 715-246-6200 Address: 1554 2.00gK. AVe. 1,Tew jj_ onr? ',TI. 54017 SiSignature: e: imber: 9 P-23-� cstrt 1 PROPERTY OWNER SOIL DESCRIPTION REPORT Page_of PARCEL I.D.# Boring# Horizon) Depth Dominant Color I Mottles (Texture Structure Consistence Bamd«uy Roots GPD/ft in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Bed iTrerch I Ground elev. ft. Depth to limiting factor Remarks: Boring# i .......... Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. 1 ft. Depth to limiting factor I f Remarks: SBD-8330(8.05/92) STEEL'S SOIL SERVICE Ave.1,554 288th. Gary L. Steel C.S.T. 2298 New Richmond, WI 54017 S5-T2 9T?-R15Td MPRSW-3254 Les Schouten (715) 246-6200 �5-T2. town of Springfield 13- � v �v T3 6,S 39 QQ� -ste 8-23-03