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Wisconsin Department of Commerce S L EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt
Attach con ete site Ian on + County
pl p paper not less than 8/: x 11 inches i 4dista n St. Croix
include, but not limited to: vertical and horizontal reference point ( ctii~n
percent slope, scale or dimensions, north arrow, and location and db n e Parcel I.DO?~ Z
Please print all information. ~T ! v
`l Revi By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 5
Property Owner Property Location
Grand Properties, LP Govt. Lot NE 1/4 SW 1 S 36 T 30 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 24 Natalie's Ridge
City State Zip Code Phone Number City Village ✓ Town Nearest Road
Somerset WI 54025 715-247-5900 St.Joseph Cty. Rd. A
✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPO
Replacement Public or commercial - Describe:
Parent material Outwash (stream terrace) Flood plain elevation, if applicable na
General comments
and recommendations: Area is suitable for a conventional system dh a 0.6 d/s ft rating. Possible system elevation for Area 1 is
high trench 91.90', low trench 91. Slope is 6%.
Boring # Boring i
115+
✓ Pit Ground Surface elev. 96.10 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP /ft'
*Erf#1 *Eff#2
1 0-15 1Oyr3/2 none sl 2fsbk mfr as 2vf .6 1.0
q/, 9
2 15-25 10yr4/6 none sil 2msbk mfr 9w lvf .6 .8
3 25-28 1Oyr4/4 none scl 3msbk mfr gw 1vf .4 .6 '
4 28-51 7.5yr4/6 none $l 2msbk mfr 9w 6 1.0
5 51-64 10yr5/6 none sl 2fsbk mfr cs .6 1.0
6 64-115 10yr6/4 none grs Osg ml .7 1.6
a Boring # Boring
✓ Pit Ground Surface elev. 96.10 ft. Depth to limiting factor 101+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' q
*Ef1#1 'Eff#2
1 0-10 1 Oyr3/2 none 1 1 mpi mfr as 2vf .6 .8 q
none sic[ 2fsbk mfr gw 4 6
2 10-21 1 Oyr4/4
3 21-36 7.5yr4/6 none Is 1csbk mvfr gw .7 1.6
4 36-62 1Oyr4/6 none Icos 1csbk mvfr cs .6 1.0
5 62-101 1Oyr6/4 none s Osg ml .7 1.6
36-621" bands of 1 Oyr4/6 sl 2fsbk mfr, changes rate to 0.6 gpd/scift
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS <}30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, WI 54017 4/21/05 715-247-2941
Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
f [-3 ] Boring # Boring
✓ Pit Ground Surface elev. 94.39 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
`Eff#1 *Eff#2
1 0-10 1 Oyr3/2 none sil 1 mpl mvfr as 2vf .6 .8
2 10-19 1Oyr414 none sicl 3fsbk mfr 9w 1vf .4 .6
3 19-38 1Oyr4/6 none sicl 3msbk mfr 9w .4 .6
4 38-48 1Oyr5/6 none sl 2msbk mfr gw .6 1.0
5 48-71 1Oyr6/4 none s Osg ml cs .7 1.6
6 71-78 1Oyr5/4 none grcos Osg ml cs .7 1.6
7 78-115 1Oyr5/6 none s Osg ml - 7 1.6
4~ F Boring # Boring
✓ Pit Ground Surface elev. 92.95 ft. Depth to limiting factor 99+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD 'Eff#1 *Eff#2
1 0-15 1Oyr3/3 none sl 2fsbk mfr as 2vf,1f, .6 1.0
2 15-30 1Oyr4/4 none sl 2msbk mfr gw 1vf .6 1.0
3 30-52 10yr4/6 none grls Osg ml gw .7 1.6
4 52-99 1Oyr5/6 none ms Osg ml .7 1.6
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S_30 mg/L and TSS < 30 mg/L
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Page 3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Grand Properties, LP
Thomas J. Schmitt, CST 227429 Address: 712 Rivard Street
1595 72nd St. City, State, Zip: Somerset, WI. 54025
New Richmond, WI. 54017
Phone: 715-247-294 Subd.Name: Natalies Ridge
Lot No..
Legal Description: N6114 SUI A S36 T30N RI 9W
Township of: St. Joseph, St Coix County
iio Soil Boring
A Bench Mark El. 100.00' Top of 2" pvc pipe
0 Alternate Bench Mark El. Top of 2" pvc pipe
Slope =__6 ?b Contour Line El. A4
Scale 1 40'
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This soil report was done to fulfill a zoning requirement. It may or may not be in a location suitable for your use.
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