HomeMy WebLinkAbout020-1134-90-000 (2) a
2160
SOIL EVALUATION REPORT page 1 of 3
Wisconsin Department of Commerce A.C.E. Soil & Site Evaluations
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code
ounty
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
~ parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance toe z - 134-90-000 • (p ,
Please print all information. R iewed B Date
Personal information you provide may be used f y Law, s. 15.04 (1) (m)). SQ
Property Owner Property Location
Govt. Lot N E 1 /4 NW 1 /4 S 20 T 29 N R 19 W
Jonathan & Sarah Hefner '
JUN 1 2. NO 0. Property Owner's Mailing Address Lot # k# Subd. Name or CSM#
428 Northview Pass 50 Willow Ridge 2Nd Addition
City State WICE I City J Village 10 Town Nearest Road
Hudson WI 54016 (715) 531-0285 Hudson Northview Pass
New Construction Use: 16 Residential /Number of bedrooms 4 Code derived design flow rate ~ lI D 600 GPD
lel Replacement J Public or commercial - Describe:
Flood plain elevation, if applicable Na
Parent material Glacial Outwash
General comments
and recommendations: Site suitable for conventional POWTS using gravity distribution. Soil application rat t=O.55 gpd/sq.ft.
Recommended system elevation = 82.50'.
Boring # 1 Boring > 108" in. Soil Application Rate
1r Pit Ground Surface elev. 88.47 ft. Depth to limiting factor
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPDIft,Eff#2
in. Munsell Qu. Sz. Cont. Color
1 0-12 1 Oyr3/2 none sit 2fsbk dsh as 2fm.1 c 0.6 0.8
2 12-23 1Oyr4/3 none sit 2fsbk dsh cw 2fm,1c 0.6 0.8
3 23-34 7.5yr4/4 none sicl 1 msbk mfr cw 2fm,1 c 0.2 0.3
4 34-45 1Oyr5/4 none sit 2fsbk mfr cw 1fmc 0.6 1.0
dl cw - 0.7 1.6
5 45-54 7.5yr4/6 none gr Is Osg
-
6 54-108 1Oyr5/4 none grs Osg dl 1.6
2 Boring# a Boring g 2,S/ % 3B'' / -7(l
I Pit Ground Surface elev. 85.67 ft. Depth to limiting factor/ >103" in. Soil Application Rate
Sh. Consistence Boundary Roots -Eff# ~ PD/ft*Eff#2
Horizon Depth Dominant Color Redox Description Texture Gr. StSz. ructure
in. Munsell Qu. Sz. Cont. Color
1 0-16 1 Oyr3/2 none sit 2fsbk dsh as 2fm.1 c 0.6 0.8
2 16-29 1Oyr3/6 none sicl 2fsbk dsh cw 1fmc 0.4 0.6
3 29-37 1Oyr4/6 none sl 2msbk mfr cw 1fm 0.6 1.0
4 37-42 Oyr4/6 none Ifs Osg ml cw 1 fm 0.5 1.0
5 42-75 1Oyr4/6 none trat f&m Osg ml gw 1fm 0.5 1.0
6 75-103 1Oyr5/4 none 0.5 1.0
H#6 contains 1/8" -1/2" bands of 1Oyr41 o ing rate reflects reduced permiability of horizon associated with restrictive Ifs bands.
" Effluent #1 = BOD? 30 < 220 mg/L an TSS >30 < 1 mg/L ' Effluent #2 = BOD5 <30 mg/L and TSS S30 mg/L
- CST Number
CST Name (Please Print) Signatu 3602
James K. Thompson
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
615/2009 715-248-7767
340 Paulson Lake Lane, Osceola, WI 54020
Property Owner Jonathan & Sarah Hefner Parcel ID # 020-1134-90-000 Page 2 of 3
3 ]Boring # ! Boring
Pit Ground Surface elev. 88.11 ft. Depth to limiting factor >108" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P Z
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/2 none sil 2fsbk dsh as 2fmc 0.6 0.8
2 13-20 10yr3/6 none sil 2fsbk dsh Cw 2fmc 0.6 0.8
3 20-27 10yr4/6 none sl 2msbk mfr Cw 2fm 0.6 1.0
4 27-38 10yr4/6 none Ifs Osg Ml Cw 1fm 1.0
5 38-68 10yr4/6 none gr s Osg dl gw 1fm 0.7 1.6
6 68-108 10yr5/4 none gr s Osg dl - - 0.5 1.0
H#6 contains 1/8" -1/2" bands of 10yr4/4 Ifs. Loading rate reflects reduced permi bility of horizon associated with restrictive Ifs bands.
i , l 2 ii / 3 2 i.
F-1 Boring # I 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 QPDW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Ili
F-1 Boring # I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <30 mg/L and TSS <30 mg/L
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