HomeMy WebLinkAbout020-1120-10-000 (2)
2094
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
Attach complete site an on County
pl 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 '
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ar I.D.
020-1120-10-000
Please print all information. Date
Personal information you provide may be s. .04 (1) (m)). I S d 7
Property Owner roperty Location
Tim & Joe Filipiak vt. Lot NE 11144 SW 1/4 S 17 T 29 N R 19 W
Property Owner's Mailing Address of # Block # Subd. Name or CSM#
416 Brookwood Drive 15 Trout Brook Woods Addition
City State p C P u r J City J Village 0 Town Nearest Road
Hudson WI Oda - Hudson Brookwood Drive
-'U IV I k
.on Use: 1/ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
t/J Replacement ;J Public or commercial -Describe:
acial Outwash Flood plain elevation, if applicable Na
General comments
and recommendations: Site suitable for conventional dispersal cell at 0.7 ced loading . Recommended installing 44 Q-4
chambers in 2 trenches at elevation of 02.00'. `y
Boring # Boring
t Pit Ground Surface elev. 98.25 ft. Depth to limiting factor > 124" in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots PD/ft~
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2
1 0-14 10yr3/2 none sil 2fcr mvfr cs 2fmc 0.6 0.8
2 14-30 10yr4/4 none sil 2msbk dsh gs 2fmc 0.6 0.8
3 30-52 10yr5/4 none sil 2msbk dh 9w 1fm 0.6 0.8
4 52-62 10yr4/4 none sl 1csbk dh cw 1fm 0.4 0.6
5 62-68 10yr4/4 none Is 0 sg dl cw - 0.7 1.6
6 68-124 10yr5/4 none s 0 sg dl - - 0.7 1.6
Boring # I Boring 75
0 Pit Ground Surface elev. 96.41 ft. Depth to limiting factor >115" in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/ftT
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/2 none sil 2fcr mvfr cs 2fmc 0.6 0.8
2 12-25 10yr4/4 none sit 2msbk dsh CS 2fmc 0.6 0.8_
3 25-34 7.5yr4/6 none sl 2msbk dsh cw 2vf1fm 0.6 1.0
4 34-41 7.5yr4/6 none Is 0 sg dl aw 1fm 0.7 1.6
5 41-115 10yr5/4 none s 0 sg dl - - 0.7 1.6
qL
" Effluent #1 = BOD s> 30 < 220 mg/L nd TSS >30 Ito mg Effluent #2 = BOD < 30 mg/L and TSS S30 mg&
CST Name (Please Print) Signa re: CST Number
James K. Thompson 3-® 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 9/21/2007 715-248-7767
L
Property Owner Tim & Joey Filipiak Parcel ID # 020-1120-10-000 Page 2 of 3
3 ] Boring # Boring
S/f Pit Ground Surface elev. 96.27 ft. Depth to limiting factor > 120" in. Sod Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD&
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/2 none sil 2fcr mvfr cs 2fmc 0.6 0.8-
2 8-22 10yr4/4 none sii 2msbk dsh cs 2fmc 0.6 0.8
3 22-37 7.5yr4/6 none sl 2msbk dsh cw 2vf1 fm 0.6 1.0
4 37-45 7.5yr4/6 none Is 0 sg dl aw 1fm 0.7 1.6
5 45-120 10yr5/4 none s 0 sg dl - - 0.7 1.6
F-1 Boring # Boring 51
_f Pit Ground Surface el , ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
i
❑ Boring # Boring
_f Pit Ground Surface elev. ft. Depth to limiting factor in. Soll Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD 5> 30 < 220 mgA. and TSS >30 < 150 mg& * Effluent #2 = BODS <30 mg/L and TSS <_30 mgA-
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SBD-8330 (R.07100) A.C.E. SON & Site Evakjabon5
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