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Msconsin ORIG1 % EVALUATION REPORT #2391
Page 1 of 3
Wis. Adm. Code
Department of Commerce in accordance wl Comm 85,
Division of Safety and Buildings , Certified Soil Testing, LLC
County Attach complete site plan on paper not less than 8% x 11 inch ' size. n t St. Croix
include, but not limited to: vertical and horizontal reference point dire ' d
percent slope, scale or dimensions, north arrow, and location and dts ton es d. Parcel I.D.
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Please print all information. Reviewe y Date
Personal information you provide may be use , s. 15.04 (m)). U
Property Owner P operty Location
Ofstie, Darin G vt. Lot NW1/4, SE1/4, S10, T28N, R15W
Property Owner's Mailing Address L t # lf'~/Block# Subd. Name or CSM#
2104 Pierce/St. Croix Road Pond View Acres
City State Zi Cod ❑ City ❑ Village ® Town Nearest Road
Baldwin WI - - Cady 310Th St.
New Construction Use: ® Residential / Number of bedrooms 3 Code derived design gpw grate 450 GPD
Replacement ❑ Public or commercial - Describer Y,)
Parent material loess over pitted till Flood plain elevation, if applicable NA ft.
General comments install 5'x 91.2' rock cell mound on 100.0 contour as upslope edge of rock w/ 1.6'. sand fill @ 0.2 gpd/sq ft
and recommendations: sand basal loading
❑ Boring # Boring
Z Pit Ground surface elev. 94.0 ft. Depth to limiting factor 0 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 0-9 7.5YR 3/2 - sil 2 m gr mvfr cs lm/c .6 .8
2 9-11 7.5YR 3/2 f1f 7.5YR 3/4,5/3 sil 1 m sbk mvfr cs lm .4 .6
3 11-16 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 1 f pl mvfr gs lm/c .4 .6
4 16-24 10YR 4/3 m2p 7.5YR 4/6,5/8 Sid 0 m mvfr gs lm 0 0
7.5YR 5/3
5 24-42 7.5YR 4/4 c3p 7.5YR 5/8,5/3 fsl 0 m dh - im .2 .5
lacks A+4"; presumptive limit is 0"; 1 m roots to 33"
2 Boring # Boring
® Pit Ground surface elev. 100.6 ft. Depth to limiting factor 20 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Color Or. Sz. Sh. 'Eff#1 *Eff#2
1 0-4 7.5YR 3/2 - sil 2 m gr mvfr cs 1m/c .6 .8
2 4-7 7.5YR 3/2 - A 1 m sbk mvfr cs 1m/c .4 .6
3 7-20 10YR 4/3 - sil 1 m sbk mvfr gs lm .4 .6
4 20-22 10YR 4/3 f2f 7.5YR 5/3 sit 1 m sbk mvfr cs lm .4 .6
5 22-38 7.5YR 4/4 c2d 7.5YR 4/6,5/8 Ifs 0 m mvfr cs im .5 1.0
7.5YR 5/3
6 38-55 5YR 4/4,3/4 f2d 7.5YR 5/3 fsl 0 m mfi - - 0 0
H 6 is very tight, resistant to penetration, likely weak cemented, effective BR
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >310 < 150 Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signat r 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 (R.07l00)
Property Owner Ofstie, Darin Parcel ID # lot 19 Page 2 of 3
3 _I Boring
Boring # Pit Ground surface elev. 99.4 ft., Depth to limiting factor 22 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture ` . tructure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
1 0-4 7.5YR 3/2 - sil 2 m gr mvfr cs 1m .6 .8
2 4-8 7.5YR 3/2 - sil 1 m sbk mvfr cs 1M .4 .6
3 8-14 10YR 4/3 - sil 1 m sbk mvfr gs lm .4 .6
4 14-22 10YR 4/3 - Sid 1 f-m sbk mvfr cs 1M .2 .3
5 22-38 7.5YR 4/4,4/6 f2d 7.5YR 5/8,5/3 sl 0 m mfr gs 1M .2 .6
6 38-63 10YR 4/6 fld 7.5YR 4/6 f2d 10YR 6/3 s 0 sg dl - - J 1.6
H 5 has some Is inclusions; H 6 has considerable gr & is tight in places, occasionally weakly cemented & poorly sorted
Boring
F~l Boring # n Pit Ground surface elev. 99.5 ft. Depth to limiting factor 17 in. Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 •Eff#2
1 0-4 7.5YR 3/2 - sil 2 m gr mvfr cs lm .6 I .8
2 4-8 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m/c .6 .8
3 8-17 10YR 4/3 - sil 1 m sbk mvfr cs 1M .4 .6
4 17-25 10YR 4/3 f2d 7.5YR 5/3 Sid 1 m-c sbk mvfr gs lm .2 .3
5 25-42 10YR 4/3 c2d 7.5YR 4/6,5/3 Sid 0 m mfi cs 1M 0 0
6 42-60 JOYR 4/6 - is/sl 0 sg/0 m ml/mfr - - 2 .6
H 6 has bands & inclusions 7.5YR 5/3 cl (0, m, mfr)
5 Boring
Boring # Pit Ground surface elev. 101.9 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 •Eff#2
1 0-7 7.5YR 3/2 - sil 2 m gr ds cs 1M/c .6 .8
2 7-12 10YR 4/3 c2d 7.5YR 4/6 A 1 f-m sbk mvfr gs lm .4 .6
3 12-17 10YR 4/3 c2p 7.5YR 4/6,5/3 sil 0 m mvfr cw lm 0 .2
4 17-27 7.5YR 4/3 m3p 7.5YR 5/8,5/3 fsi 0 m dh cs lm .2 .5
5 j 27-32 7.5YR 4/4 m3p 7.5YR 5/8,5/2 scl 0 m dvh - 0 0
pit constructed 5/16/05; lacks A+4"; presumptive limit is 0"
* Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30:5 150 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 Sal Testing, LLC
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`As consin ONIGINUL EVALUATION REPORT #2393
Department of Commerce in accordance with Comm 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 inch in si Plan must County St. Croix
include, but not limited to: vertical and horizontal Were= oint ire 'on and
percent slope, scale or dimensions, north arrow, and locatio d dis earest road. Parcel I.D.
.ce
~Of'20"
Please print all information. Rev' ed y
Personal information you provide may be use 15.04 (1) (m)). 6 7
Property Owner P pe Location
Ofstie, Darin G vt. Lot 112 NW1/4, SE1/4, S10, T28N, R15W
Property Owner's Mailing Address L # 15lock # Subd. Name or CSM#
2104 Pierce/St. Croix Road Pond View Acres ~V - I ~ City State Zi Cod City ❑ Village ® Town Nearest Road
Baldwin WI 5 - - Cady 310Th St.
X New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial - Describe:
Parent material loess over pitted 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: loading
17 Z Boring # r Boring
Pit Ground surface elev. 99.3 ft. Depth to limiting factor 26 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, *E##1 *Eff#2
i
1 0-10 7.5YR 3/2 - sil 1 f-m sbk mvfr cs lm .4 .6
2 10-13 10YR 4/3 - sil 1 m sbk mvfr gs 1m .4 .6
3 13-26 10YR 4/3 - fsl 1 m sbk mvfr cs 1m .2 .6
4 26-41 10YR 4/3 f2f 7.5YR 4/6 fad 7.5YR 5/3 fsl 0 m mfr cs 1m 2 5
5 41-51 5YR 4/4,4/6 - s 0 m dh - - 0 0
H 5 is resistant to penetration, appears weakly cemented, effective BR
Boring
Boring # _i Pit Ground surface elev. 99.8 ft. Depth to limiting factor 18 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr Sz, Sh. *Eff#1 *Eff#2
1 0-7 7.5YR 3/2 - sil 2 m gr mvfr cs lm .6 .8
2 7-12 10YR 4/3 - sil 1 m sbk mvfr gs 1m .4 .6
3 12-18 10YR 4/3 - sicl 1 m sbk mvfr cs 1m .2 .3
4 18-21 10YR 4/3 f1d 7.5YR 4/6,5/3 sicl 1 m sbk mvfr gs lm .2 .3
f3d 7.5YR 5/3
5 21-28 7.5YR 4/4 f3d 7.5YR 5/3 sl 0 m mfr gs im .2 .6
6 28-37 10YR 4/3 c2d 7.5YR 5/3 sic[ 1 m sbk mfr - - .2 .3
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
ONF=FP
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 (R.07/00)
Property Owner Ofstie, Darin Parcel ID # lot 20 Page 2 of 3 N.~
3 Boring
T Boring # Pit Ground surface elev. 100.2 ft. Depth to limiting factor 27 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture StKicture Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Cola Gr. Sz Sh. 'Eff#1 'Eff#2
1 0-4 7.5YR 3/3 - sil 2 m gr mvfr gs lm .6 .8
2 4-8 7.5YR 3/3 - sil 2 f sbk mvfr cs im .6 .8
3 8-16 10YR 3/4 - sil 1 m sbk mvfr Cs lm .4 .6
4 16-27 10YR 4/6,4/4 - fs 0 sg dl cs 1m .5 1.0
5 27-40 10YR 4/3 c2d 7.5YR 5/3 Sid 1 m sbk mfr - 1M .2 .3
1 m roots to 32"
F~l Boring
Boring # X Pit Ground surface elev. 100.7 ft. Depth to limiting factor 28 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Cola 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 lm .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 Cvd lm .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
5 Boring
❑ Boring # Pit Ground surface elev. 97.2 ft. Depth to limiting factor 0 in.
X Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 •Eff#2
1 j 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 1M 6 .8
f2f 7.5YR 4/6
3 9-15 1 10YR 4/3 10YR 6/3 sil 1 m pl mvfr cs 1M .4 .6
4 15-23 7.5YR 4/3 f2d7.5YR 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 t I I I
lacks A+4'; presumptive limit is 0; avoid this area significantly downslope of proposed system; 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
' Eff luent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 m,/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.
SBC,8330 (R 07/00) Certified Soil Testing, LLC
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