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*hswnan SOIL EVALUATION REPORT #2386
Department of Commerce in accordance w' mm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Certified Soil Testing, LLC
Attach complete site plan on paper not less than 8'/2 x 11 inches i ize. n st County St. Croix
include, but not limited to: vertical and horizontal reference point (B dire ' nd
percent slope, scale or dimensions, north arrow, and location and dista to res oad. Parcel I.D.
lot 9
Please pri ppe Revi dilDat
Personal information you provide may be u ad for 3ec6a'dliyFIPMWCCc Privacy ~w, s. 15. (1) (m)). G -7
Property Owner roperty Location
Ofstie, Darin AUG 0 3 Z007 ovt.-Lot 114, SE1/4, S10, T28N, R15W
Property Owner's Mailing Address of # Block # Subd. Name or CSM#
2104 Pierce/St. Croix Road ST. CROIX COUNTY g Pond View Acres
City State bQCode Phone Number City ❑ Village ® Town Nearest Road
Baldwin WI 54002 715-684-3299 Cady 310Th St.
New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial - Describe: L'L ~ ? /-4 ig Y h
Parent material loess over till Flood plain elevation, if applicable NA ft.
General comments install 3.75' x 120' rock cell mound on 100.0 contour as upslope edge of rock w/ 1.9' sand fill @ 0.2 gpd/sq
and recommendations: ft sand basal loading
❑ Boring
1 Boring #
Z Pit Ground surface elev. 99.5 ft. Depth to limiting factor 14 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-7 10YR 3/3 - sil 1 f-m sbk mvfr cs if/m .4 .6
2 7-14 10YR 4/3 - sil 1 m sbk mvfr cs 1m .4 .6
3 14-21 10YR 4/3 f2f 7.5YR 4/6 fsl 1 m sbk mvfr cw 1m .2 .6
f2d 10YR 6/3
4 21-38 7.5YR 4/6 lOYR 6 6 ~P /3 5/8 fsl 0 m mvfr cs - .2 .5
5 38-53 10YR 8/3,7/4 cld 7.5YR 4/6 I's 0 sg ml - - .5 1.0
H 4 has some inclusions 10YR 7/4 fs; H5 becomes progressively tighter w/ increasing depth, becoming more poorly sorted w/ slight weak cementing
a Boring # iD Boring
Z Pit Ground surface elev. 100.6 ft. Depth to limiting factor 33 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. -EtT#1 *Eff#2
1 0-9 10YR 2/2 - sil 1 f-m sbk mvfr cs 1M .4 .6
2 9-16 10YR 4/3 - sil 1 m sbk mvfr cs im .4 .6
3 16-25 7.5YR 4/6 - mcosl 0 m mvfr gs if .2 .6
4 25-33 7.5YR 4/4 - mcosl 0 m mvfr cs if .2 .6
5 33-43 7.5YR 4/4 f2d 10YR 6/3 sl 0 m mfr cs - .2 .6
6- 43-50 10YR 5/4 c2P 5YR 4/6 scl 0 m mfi - - 0 0
7.5YR 5/3
irregular band scl @ 35-45 on E pit wall; N pit wall described
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 50 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
V=V- OR
CST Name (Please Print) Signature: CST Number
Henry F. Grote 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave. Menomonie, WI 54751 11/22/2005 715-233-0398
SBD-8330 (R.07/00)
Property Owner Ofstie, Darin Parcel ID # 10t 9a; Page 2 of 3
Fi-1 ] Boring
Boring # Pit Ground surface elev. 99.2 ft. Depth to limiting factor 14 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#l 'Eff#2
1 0-9 7.5YR 3/2 - sil 2 f-m sbk mvfr cs 1m .6 .8
2 9-14,19 10YR 4/3 - sil 1 m sbk mvfr cw 1M .4 .6
3 14,19-2 10YR 4/3 f2d 7.5YR 4/6,5/3 sil 1 m sbk mvfr cs 1M .4 6
4 22-42 lOYR 4/3,4/4 c3p 7.5YR 4/6,5/8 10YR 6/3 scl 1 c sbk mf - if 2 3
i
H3 sbk occasionally parts to 1 m pl; 1 f roots to 30; occasional gy si coats on peds in H4
4 Boring
Boring # X Pit Ground surface elev. 99.2 ft. Depth to limiting factor 31 in.
Soil Application Rat
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
1 0-6 7.5YR 3/2 - sil 2 m gr mvfr gs 1M .6 .8
2 6-10 7.5YR 3/2 - sil 1 m sbk mvfr cs 1M .4 .6
3 10-20 lOYR 4/3 - sil 1 m sbk mvfr cs lm 4 6 11 4 20-31 7.5YR 4/6 - Is 0 sg ml cs - .7 1.6
3p 5YR
5 31-56 7.5YR 4/6 f 7.5YR 5/34/6 Is 0 sg ml - - 7 71.6
side seep @ 50"
" Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 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.
SBD•8330 (R.07/00) Certified Soil Testing, LAC
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