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ORIGINAL #2398
,Sconsn SOIL EVA ATION REPORT Page 1 of 4
Department of Commerce in accordance omm 85, Wis. Adm. Code age
Division of Safety and Buildings Certified Soil Testing, LLC
Attach complete site plan on paper not less than 8'/: x 11 inches i ze. st County St. Croix
include, but not limited to: vertical and horizontal reference point (B , irectl and
percent slope, scale or dimensions, north arrow, and location and distan to ne 15 ad. Parcel I.D. lot2
Please print all information. R wed By DEd S-
Personal information you provide may be used fo1R@ ff jtkf~Priva Law, s. 15.04 1) (m)). 0
Property Owner Property Location
Ofstie, Darin Govt. Lot NE1/4, SE1/4, S10, T28N, R15W
Property Owner's Mailing Address Lot # to # Subd. Name or CSM#
2104 Pierce/St. Croix Road ST. CROi Pond View Acres
City State Zip Code 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:
Parent material loess over till Flood plain elevation, if applicable NA ft.
General comments install 4'x 112.5' rock cell mound on 101.8 contour as upslope edge of rock w/ 2.5' sand fill w/ state/county
and recommendations: approval for interpretive determination
F 1-1 Z Boring # Z Boring
Pit Ground surface elev. 103.2 ft. Depth to limiting factor 0 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#z
1 0-6 10YR 3/2 - sil 2 m gr mvfr gs 1m .6 .8
2 6-10 10YR 3/2 - sil 1 m sbk mvfr cs 1m .4 .6
3 10-14 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 1 f-m pl mvfr gs 1m .4 .6
4 14-20 10YR 4/3 m2p 7.5YR 4/6,5/3 A 0 m mvfr gs 1M 0 .2
5 20-30 10YR 4/3 m2p 7.5yR 4/6,5/3 scl 2 m sbk mfr - 1M .4 .6
lacks A+4"; presumptive limit is 0"; side seep @ 24"
[l Boring
Z Boring #
X Pit Ground surface elev. 101.8 ft. Depth to limiting factor 0 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 0-4 10YR 3/2 - sil 2 m gr mvfr gs lm .6 .8
2 4-10 10YR 3/2 - sil 1 m sbk mvfr cs 1m .4 .6
3 10-15 10YR 4/3 fld 7.5YR 4/6,5/3 A 1 m pl mvfr gs 1M .4 6
4 15-22 10YR 4/3 m2p 7.5YR 4/6,5/3 sil 0 m mfr gs if 0 .2
5 22-28 10YR 5/3 m2p 5YR 4/6 sl 0 m mfr gs if 2 .6
6 28-36 10YR 5/3 m2p 5YR 4/6 scl 1 f-m sbk mfr - - .2 .3
lacks A+4"; presumptive limit is 0"; very occasional 2-6 mm inclusions of H3 @ 8-10"
Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 4150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
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 # lot 26" ' Page 2 of 4 y
3 Boring
❑ Boring # X Pit Ground surface elev. 101.0 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture StrwKre Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Grlsz. Sh. 'Eff#1 'Eff#2
1 0-12 10YR 3/2 - sil 1 f-m sbk mvfr cs im .4 6
2 12-18 10YR 4/1 f2d 7.5YR 4/6,5/3 sil 0 m mfr gs if 0 I .2
3 18-34 10YR 5/3 c2d 7.5YR 4/6 Sid 1 m sbk mfi - - 2 3
' I
i
lacks A+4"; presumptive limit is 0"; occasional 6-12 mm inclusions H2 below 5"
4 Boring
Boring # Pit Ground surface elev. 98.2 ft. Depth to limiting factor 0 in.
X Soil Application Rat
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 0-3 10YR 3/2 - sil 2 m gr mvfr gs 1m .6 .8
2 3-10 10YR 3/2 - sil 2 f sbk mvfr cs lm .6 .8
3 10-15 10YR 4/3 c2d 7.5YR
6/2/6 sil 1 f pl mvfr gs 1m .4 .6
c2p 7.5YR 4/6
4 15-21 10YR 4/3 10YR 6/2 Sid 1 f-m sbk mvfr gs if .2 .3
5 21-30 10YR 4/2 c3p 10YR 6/2 cl 2 m sbk mfr - 1m .4 .6
i
pit constructed 5/16/05; lacks A+4"; presumptive limit is 0"; 4-8 mm inclusions H3 @ 5-10"
5 Boring
Boring # Pit Ground surface elev. 100.4 ft. Depth to limiting factor 0 in.
Soil Application Rat
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 0-4 7.5YR 3/2 - sil 2 f sbk mvfr gs lm .6 .8
2 4-10 7.5YR 3/2 - sil 1 m sbk mvfr cs 1m .4 .6
3 10-21 10YR 4/3 c2d 7.5YR 4/6 sicl 1 m sbk mvfr gs 1m .2 3
4_ 21-30 7.5YR 5/2 f2d 10YR 5/6 sicl 1 m-c sbk mfr - 1f .2 .3
r
I ~lacks A+4"; presumptive limit is 0"; H3 occasionally parts to 1 f pl; considerable gr/cob/st below 18"; 2-25 mm inclusions H3 @ 4-10"; gy si coats on
peds in 1-14; 1 f roots to 27"
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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-5130 (R.07/00)
Certified Soil Testing, LLC
Vy)perty Owner Ofstie, Darin Parcel ID # lot 26 Page 3 of 4
6 Boring
❑ Boring # Pit Ground surface elev. 99.2 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft: _
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I `Eff#2
1 0-6 7.5YR 3/2 - sil 2 f sbk mvfr gs 1f/m .6 .8
2 6-12 7.5YR 3/2 - sil 1 m sbk mvfr cs lm .4 .6
3 12-18 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 1 f-m pl mvfr gs lm .4 .6
4 18-34 7.5YR 5/2 c2d 7.5YR 4/6 Sid 2 m sbk mfr - 1m .4 .6
i i
lacks A+4'; presumptive limit is 0'; 2-8 mm inclusions H3 @ 5-12'; gy si coats on peds in H4; 1m roots to 30"
" 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, LLC
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Safety and Buildings
4003 N KINNEY COULEE RD
commercemi.gov LA CROSSE WI 54601-1831
RECEIVED TDD (608) 264-8777
t ' ,n www.commerce.wi,gov/sb/
■ cii G tj www.wisconsin.gov
Department of Commerce JUN 2 5 20 0 7
Jim Doyle, Governor
ST. CROIX COUNTY Mary P. Burke, Secretary
April 25, 2006
CUST ID No. 222774 ATTN: POWTS Inspector
HENRY F GROTE ZONING OFFICE
CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA
E4366 353RD AVE 1101 CARMICHAEL RD
MENOMONIE WI 54751 HUDSON WI 54016
CONDITIONAL APPROVAL Identification Numbers
PLAN APPROVAL EXPIRES: 04/25/2008 Transaction ID No. 1246796
Site ID No. 710037
SITE: Darin Ofstie (Second Report) Please refer to both identification numbers,
Town of Cady, St Croix County above, in all correspondence with the agency.
N 1/2, SE 1/4, S10, T28N, R15W
Proposed Lots: 6, 10-13, 22-25, and 26 Subdivision: Pond View Acres
FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1064410
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
andWisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil
saturation _has_ed..on_an_interpretive~tletenn nation_pr_o-cess._Approval-of-the fate Tmtlve-determination-n€gate- the
requirement in s. Comm 8530(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil
saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon.
.2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below
grade. At least 30 inches of sand lift on top of at least 6 inches of unsaturated, in-situ soil is required for adequate
treatment and dispersal.
3. The basal soil application rate for the mound shall be 0.20 gpd/sf for all lots, and the linear loading rate 53.50
gpd/ft for lots 22-24; <3.75 gpd/ft for lots 10-11; and 54.00 for lots 6, 12, 13, and 26
4. Chisel plowing to a depth of 16 inches immediately prior to sand placement is required to improve vertical water
movement into the soil solum.
5. Lots 22-24 may be limited to 300 gpd (2-bedroom) designs based on the recommendations of the certified soil
tester and the hydraulic limits of the soil application rate and/or linear loading rate.
6. Landscaping the up slope toe of the mound shall be incorporated into the POWTS design to prevent surface water
from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system.
7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would
change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the
infiltrative surface of the POWTS distribution component.
8. This approval in no way relinquishes the use of color patterns to estimate the. depth to high groundwater on any
other parcels or portions of parcels.
9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes
ofplanapproval and sanitary permit issuance.
10. Specifically not included in the approval are lots 4, and 14-18. Additional information needs to be collected on
these lots to ensure adequate depths to seasonal soil saturation are maintained.
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