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• Wisconsin Department of Commerce S~~OI~~r L E ALUATION REPORT Page 1 of 3
Division of Safety and Buildings aRccor~da ce vwffl L7~~ Tom Schmitt
County
p pa Vdblf iit size. aMy1/rs e
Attach con lete site plan on Land' le Ttiid--#% i fi ' ust St. Croix
include, but not limited to: vertica horir~b3 "ftenRFp (B% di ction and
] J Z
percent slope, scale or dimemsio to nearest road. Parcel I. D.
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). $ S
Property Owner Property Location
Grand Properties, LP Govt. Lot SW 19 NW 119 S 36 T 30 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 22 Natalie's Ridge
City State Zip Code Phone Number City Village ✓ Town Nearest Road
Somerset WI 54025 715-247-5900 St.Joseph 80Th St.
✓ New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
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 with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is
95.70'. Area is flat.
L_l Boring # Boring
✓ Pit Ground Surface elev. 98.95 ft. Depth to limiting factor 98+ in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff# GPp/ft'Eff#2
1 0-14 1Oyr3/2 none sil 2fsbk mfr as 2vf,1f, .6 .8
2 14-27 1Oyr4/4 none sil 2msbk mfr 9W 1vf,lf .6 .8
3 27-34 7.5yr4/4 none Is 1 csbk mvfr 9W .7 1.6
4 34-98 1Oyr5/4 none gyms Osg ml .7 1.6
❑ Boring # Boring
✓ Pit Ground Surface elev. 98.58 ft. Depth to limiting factor 105+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PD/f t*Eff#2
1 0-9 1Oyr3/2 none I 2fsbk mvfr as 2vf .6 .8
2 9-18 1Oyr4/4 none sl 2msbk mfr gw 1vf .6 1.0
3 18-23 7.5yr4/6 none Is 1 csbk mvfr 9W .7 1.6
4 23-60 1Oyr5/4 none grcos Osg ml cs .7 1.6
5 60-105 1Oyr5/6 none cos Osg ml .7 1.6
G 'r
35
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD S_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 4/20/05 715-247-2941
h
j Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
H Boring # Boring
✓ Pit Ground Surface elev. 99.32 ft. Depth to limiting factor 117+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft2
*Eff#1 *Eff#2
1 0-11 1OyrM none sil 2fsbk mfr as 1vf .6 .8
2 11-25 1Oyr4/6 none scl 2msbk mfr gw 1vf .4 .6
3 25-36 7.5yr4/6 none grs Ossg ml gw .7 1.6
4 36-59 1Oyr5/4 none vgrcos Osg ml cs .7 1.6
5 59-92 1Oyr5/6 none grs Osg ml cs .7 1.6
6 92-117 1Oyr6/4 none s Osg ml 7 1.6
it
q
❑ 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 GPDtf?
*Eff#1 *Eff#2
❑ 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 > 30 < 220 mg/L and TSS >30 < 150
m9n- Effluent #2 = BODS < 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.
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, Wl. 54025
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: Natalies Ridge
Lot No.. WW
Legal Description: 5i l 1/4 N1-11/4 S36 T30N RI 9W
Township of St. Joseph, St Coix County
® Soil Boring
A Bench Mark El. 100.00' Top of 2" pvc pipe
0 Alternate Bend Mark El.~W~ 25~1 _ Top of 2" pp c pipe
Slope= Qt 'P U- Contour Line El. I
$M 1
-7 V 11 : w
Scale 1" = 40'
t P Y7
Q ~ a~7
IY0 ecv,$ R L, i fV it S l of
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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942.7 . (3 ~AC.)
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LB.O.= 915.5
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