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2106
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 4
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference pant (8M), d' '
n and St. Croix
percent slope, scale or dimernsiors, north arrow, and location and dista rest road. Parcel I.D.
020-1115-10-000 Please print all information. Reviewed By, _ Date
Personal lntormadon you provide m IIMA~W=dw OW s. 15.04 (
Property Owner Pro ocatio
Brady Fellrath Govt Lot SWIM NE 1/4 S 19 T 29 N R 19 W
Property Owner's Mailing Address DEC 2 0 Z007 Lot # Block # Subd. Name or CSM#
354 Baer Drive 2 Willow River Estates
City S to Z01CgMK"cQ*b Wi'nber _j City _I Village W1 Town Nearest Road
Vk4
I G Hudson Baer Drive
Hudson I
A New Construction Use: 0 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
ji_,f6 Replacement J Public or commercial - Describe:
Parent material Glacial outwash Flood plain elevation, if applicable na
General comments
and recommendations: See Memo page. Site suitable for nventional replacement system at elev. 94.00'. Pump required to
reach system elevation. for Boring # J Boring
16 Pit Ground Surface elev. 97.38 ft. Depth to limiting factor >1 18" in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsal Qu. Sz. Cont. Colon Gr. Sz. Sh. -Eff#1 -E
1 0-13 10yr3/3 none Ifs 0 sg ml cs 2fmc 0.5 1.0
2 13-32 10yr316 none ifs 0 sg ml es 2fmc 0.5 1.0
3 32-51 7.5yr4/6 none gr is 0 sg ml gs 3fm,1 c 0.5 1.0
4 51-62 10yr4/6 none gr is 0 sg ml cw 1fm 0.7 1.6
5 62-118 10yr5/4 none gr s 0S9 dl - - 0.7 1.6
El Loading rate of H#3 adjusted to re edtreduced pemuiabilty associa with high clay content.
Boring # J Boring
a Pit Ground Surface elev. 98.08 ft. Depth to limiting factor >122" in. Sol Application Rate
Horizon Depth Dominant Color Rolox Description Texture Structure Consistence Boundary Roots PD
in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. -E-f(#1
1 0-7 10yr3/2 none Ifs 0 sg ml cs lfmc 0.5 1.0
2 7-45 10yr3/6 none Ifs 0 sg ml cw 2fm,1 c 0.5 1.0
3 45-65 10yr4/6 none gr s 0 sg ml aw 2fm,1 c 0.7 1.6
4 65-75 7.5yr3/3 none gr Is 0 sg ml aw 1fm 0.5 1.0
5 75-88 10yr4/6 none gr s 0 sg ml aw 0.5 0.5 1.0
6 88-122 10yr5/4 none gr s 0 sg ml - - 0.7 1.6
Loading rate H#4 & 5 adjust to reflect reduced permiability associated with high clay content.
- Effluent #1 = BOO 5> 30 < 220 mg/L d TSS >30 < 1 mg/L - Effluent #2 = 1300 30 mg/L and TSS S.30 mg/L
CST Name (Please Print) i CST Number
James K. Thompson gnatu 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
ceol 154020 12/9/2007 715-248-7767
340 Paulson Lake Lane 08
Property Owner Brady Fellratft Parcel ID # 020-1115-10-000 Page 2 of 4
a Boring # J Boring
✓J Pit Ground Surface elev. 98.05 ft. Depth to limiting factor >124" in. Soil Application Rale
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rom
In. Munsell Qu, Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/3 none Ifs 0 sg MI cs 2fmc 0.5 1.0
2 13-33 10yr3/6 none Ifs 0 sg ml cs 2fmc 0.5 1.0
3 33-53 10yr4/6 none grs 0Sg ml gs 3fm,lc 0.7 1.6
4 53-59 7.5yr4/6 none gr Ifs 0 sg ml Cw 1fm 0.5 1.0
5 59-124 10yr5/4 none gr s 0 sg dl - - 0.7 1.6
I
I
Boring
❑
Boring #
J Pit Ground Surface elev. ft. Depth to limiting factor in. Solt Application Rai
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-I Boring # J Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Applimbon Rate
Horizon Depth Dominant Color Redox Description Texture Stnx tore Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Colo Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD? 30 < 220 mgA. and TSS >30 < 150 mgA- " Effluent #2 = BODS < 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.
SBD-8330 (R.07/00) A.C.E. SON & Site Evsk tIons
PROPERTY OWNER:Brady Fellrath SOIL AND SITE EVALUATION 2106 Page of 4
PARCEL I.D.# 020-1115-10-000 AC.E. Soil & Site Evaluations
REPORT MEMO
Available system area is very limited, requiring multiple dispersal trenches. Building sewer exiiesiderrce app . 7'
glow existing grade. Pump will be required to lift effluent to system elevation. Size dispe cells based on 0.5
gal/sq.ft./day.
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