HomeMy WebLinkAbout020-1380-34-000 (2)
1300
Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
County
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and r
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. -Q~
020-1012-40 ID# 11 29.1 .54~ + )
Please print all in{ -ewed gy Date I I" • 14
s
Personal information you provide maybe usert6T~seCOndary purposes (Privacy'law, s. 15.04 (1) (m)).
2-4 ra
Property Location
Property aOm Owner 'Govt. Lot NW 1/4 SW 1/4 S it T 29 NR 19 W
Property Owners Mailing Address r t apt # Block # Subd. Name or CSNHi
P.O. Box 151 Q ? 34 1st Addition To Plat Of Homestead
city St~te_. ''p C r hone ber j=1 City Village Town Nearest Road
~T G~
Hudson W "'1A4016 '386-2769,1-Hudson Packer Drive
OFF,
N
New Construction use: ial / Number of beat *s 4 Code derived design flow rate 600 GPD
_f Replacement J Pub' arCCirnrfieiF1-%pes~srlbe:
Parent material Glacial outwash Flood plain elevation, if applicable na
General comments
and recommendations:
J Boring ~ 'Ae' ~ ~
Boring # > 128" in. Soil Application Rate I B
✓J Pit Ground Surface elev. 107.91 ft. Depth to limiting factor 40
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ 2
_J T
1 #32-42 10yr2/1 none sl 2fsbk ds as 2fm,ic 0.5 0.9 ,
2 10yr4/4 none sl 2fsbk dsh cs 2f,imc 0.5 0.9 . b
3 10yr5/4 none A 2msbk dsh aw ifm 0.5 0.8 .lp
4 42-90 10yr5/4 none s & gr. Osg dl gs - 0.7 1.2
5 90-128 10yr6/4 none s Osg dl - - 0.7 1.2
Boring # - Boring
Pit Ground Surface elev. 107.02 ft. Depth to limiting factor ?126" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/itz
1 0-4 10yr4/2 none sl 2fsbk ds aw 2fmc 0.5 0.6
2 4-21 10yr4/4 none Is 1msbk ds cs 2f,1mc 0.7 14 ,
3 21-63 10yr5/6 none s & gr. Osg dl gs ifm 0.7 1.2
4 63-126 10yr5/4 none s Osg dl - - 0.7 1.2 .
' Effluent #1 = BOD ? 30 < 220 mg/L and TSS (30 < 150 mg/ " Effluent #2 = BODS <30 mg/L and TSS <30 mg/L
CST Name (Please Print) 757~~~ CST Number
James K. Thompson s.~ 3602
Address A.C.E. Soil & Site Evaluations ate Evaluation Conducted Telephone Number
Osceola, WI 54020 9/18/00 715-248-7767
Property owner Miller, Sam _ Parcel ID # 020-1012-40 ID# 11.29.19.54B Page 2 Of _ 3
3] Boring # Boring
f/ Pit Ground Surface elev. 104.82 ft. Depth to limiting factor ->121" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-4 10yr3/3 none sl 2msbk ds as 2f,imc 0.5 0.9
2 4-16 10yr4/4 none sl 2msbk ds cs lfm 0.7 1.2
3 16-21 10yr4/4 none Is Osg dl cs if 0.7 1.2
4 21-74 10yr5/6 none s & gr. Osg dl gs - 0.7 1.2
5 74-121 10yr6/4 none s Osg dl - - 0.7 1.2
F4] Boring # Boring
Pit Ground Surface elev. 100.47__ ft. Depth to limiting factor >117" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-10 10yr3/3 none sl 2msbk ds as 2f,imc 0.5 0.9 • b
2 10-21 10yr4/4 none 2msbk ds cs 2fm 0.7 1.2 ?
3 21-25 10yr4/4 none s Osg dl cs if 0.7 1.2
4 25-85 10yr5/6 none s & gr. Osg dl gs - 0.7 1.2
5 85-117 10yr6/4 none s Osg dl - - 0.7 1.2
Boring # Boring
F 5-1 Pit Ground Surface elev. 102.07_ ft. Depth to limiting factor > 123" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-19 10yr3/3 none sl 2msbk ds as 7,< 0.9
2 9-24 10yr4/4 none si 2msbk ds cs 1.2 b
3 24-31 10yr4/4 none gr.ls Osg dl cs 1.2
4 31-82 10yr5/6 none s Osg dl gs - 0.7 1.2
5 82-123 10yr6/4 none s Osg dl - - 0.7 1.2
* Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_30 mg/L and TSS < 30 mglL
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