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Aiswnsin ORIGIML EVALUATION REPORT #2394
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings County Certified Soil Testing, LLC
Attach complete site plan on paper not less than 8% x 11 inches size Ian must St. Croix
include, but not limited to: vertical and horizontal reference int (B ction and
percent slope, scale or dimensions, north arrow, and location dista to arest road. Parcel I.D.
Please print all information. R)' e D
Personal information you provide may be used foF seGowbq~. re- Law, 15.04 (m)). g ! 6
Property Owner RE V L-" Property cation
Ofstie, Darin Govt. Lot W1/4, SE1/4, S10, T28N, R15W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# S-,U-
`1 ~ 2104 Pierce/St. Croix Road Pond View Acres
City Stat Zip (5deQROal,(o"abffikfer E] City E] Village ® Town Nearest Road
Baldwin WI 21 716 1684-32AWJ , Cady 310Th St.
New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial - Describe:
Parent material loess over till Flood plain elevation, if applicable NA ft.
General comments install 4'x 112.5' rock cell mound on 100.0 contour as upslope edge of rock w/ 1.5' sand fill @ 0.2 gpd/sq ft
and recommendations: sand basal loading
Boring # Boring
XI Pit Ground surface elev. 99.0 ft. Depth to limiting factor 18 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. *Eff#1 *Eff#2
1 0-3 7.5YR 3/3 - sil 2 m gr mvfr gs 1m .6 .8
2 3-11 7.5YR 3/3 - sil 1 m sbk mvfr cs 1m .4 .6
3 11-18 10YR 4/3 - sil 1 m sbk mvfr gw 1m .4 .6
4 18-35 7.5YR 4/4 f2d 7.5YR 5/8,5/3 scl 0 m mfr gs if 0 0
5 35-45 10YR 5/4 fad 7.5YR 5/3 scl 0 m mfr - - 0 0
H 4 redox features become f2p below 29"; H5 has some inclusions Ifs
❑ Boring
2 Boring #
Z Pit Ground surface elev. 99.3 ft. Depth to limiting factor 28 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. *Eff#1 *Eff#2
1 0-4 7.5YR 3/3 - sil 2 m gr mvfr gs lm .6 .8
2 4-11 7.5YR 3/3 - sil 1 f-m sbk mvfr cs 1m .4 .6
3 11-15 10YR 3/4 - sl 1 m sbk mvfr cs 1m .4 .7
4 15-28 10YR 4/4 - Ifs 1 m sbk mvfr cw 1M .5 1.0
5 28-34 10YR 4/4 f2f 7.5YR 4/6 Is 1 m sbk mvfr cs if .7 1.6
6 34-60 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m mfi - - .2 .6
H 6 has inclusions 10YR 4/4 fs
* Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 1,50 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signatur CST Number
Henry F. Grote 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave. Menomonie, WI 54751 12/5/2005 715-233-0398
SBD-8330 (k07/00)
Property Owner Ofstie, Darin Parcel ID # lot 21 Page 2 of 3
3 Boring
Boring # Pit Depth to limiting factor 28
100.0 ft. in
Ground surface elev. Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Or. Sz. Sh.
*Eff#1 *Eff#2
1 0-12 7.5YR 3/3 - sil 1 f-m sbk mvfr Cs 1M .4 .6
2 12-20 10YR 4/3 - sil 1 m-c sbk mvfr cs lm 4 6
3 20-25 10YR 4/4 - Ifs 0 sg ml gs 1M .5 1.0
4 25-28 10YR 4/4 - s 0 sg ml cs if .7 1.6
5 ~ 28-30 IOYR 4/4 f2d 7.5YR 4/6,5/3 Ifs 0 sg ml cs if .5 1.0
6 30-34 10YR 5/3 f2d 7.5YR 5/3 Ifs 0 sg ml Cs if .5 1.0
7 34-48 7.5YR 4/4 fad 7.5YR 5/3 sl 0 m mfr - .2 .6
fl 5YR 4/6
4 Boring
Boring # Pit Ground surface elev. 99.3 ft. Depth to limiting factor 27 in.
X 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 0-10 7.5YR 3/3 - sil 1 f-m sbk mvfr Cs 1M I .4 6
2 10-18 10YR 4/3 - A 1 m-c sbk mvfr cs 1m .4 .6
3 18-27 10YR 3/4 - sil 0 m mfr Cw if 0 .2
4 27-40 lOYR 4/4,4/6 fad 7.5yR 5/3 sl 0 m mfi - - .2 .6
common inclusions is below 18"; H2 occasionally parts to 1 m pl
5 Boring
Boring # Pit Ground surface elev. 95.8 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Cola Or. Sz. Sh. *Eff#1 *Eff#2
1 0-4 7.5YR 3/2 - sil 2 m gr mvfr gs if/m .6 .8
2 4-9 7.5YR 3/2 - sil 2 f sbk mvfr cs lm .6 .8
f2f 5YR 4/6
3 9-15 10YR 5/3 10YR 6/3 sil 1 m pl mvfr cs lm .4 .6
4 15-23 7.5YR 4/3 f2d 7.5YR 4/6,5/3 fsl 0 m mfr cs if .2 .5
5 23-34 10YR 4/2 f2d 7.5YR 5/8,5/3 cl 2 f-m sbk mfr CW if .4 .6
6 34-47 7.5YR 4/4 cap 7.5YR 4/6,5/8 sl 0 m mfr - - .2 6
_ 7.5YR 5/3
lacks A+4"; presumptive limit is 0'; H 6 sl bands alternate w/ 10YR 6/3 fs; 47-55" is 7.5YR 5/6 mcos (O,m.mfi) tight, cemented, effective BR; avoid
this area significantly downslope of proposed system; pit constructed 5/16/05
Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
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SBD-8330 (R.07/00) Certified Soil Testing, LLC
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