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{ 1337
- SOIL EVALUATION REPORT 1 of 3
Wisconsin Departmen coerce Pam
Division of Safety andul gS yr~ acco ance with Comm 85, Wis. Adm. Code Tom Schmitt
E= County
Attach complete site plan on paper n ess an . x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 63D- ~2-b
Please print all intionnation. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Grand Properties, LP Govt. Lot SE 1/4 NW 1/4 S 36 T 30 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 20 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 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 0.7g /sgft rating. Possible system elevation for Area 1 is
93.50'. Slope is 1
a Boring # Boring
✓ Pit Ground Surface elev. 98.74 ft, Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary
I Roots *Eff#1 PD/ft Eff#2
1 0-12 1Oyr3/2 none I 2fsbk mvfr as 1vf .6 .8
2 12-30 1Oyr3/3 none sil 2msbk mfr cs lvf .6 .8
3 30-51 1Oyr4/4 none sl 2fsbk mfr 9w 1vf .6 1.0
4 51-65 1Oyr4/6 none grls Osg ml cs .7 1.6
5 65-110 1Oyr6/4 none grs Osg ml .7 1.6
I r/
Boring # Boring
✓ Pit Ground Surface elev. 98.74 ft. Depth to limiting factor 105+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/f FEff#2
1 0-17 1Oyr3/2 none sil 2fsbk mvfr as 2vf .6 .8
2 17-34 1Oyr4/3 none grsl 3fsbk mvfr cs 1vf .6 1.0
3 34-55 1Oyr5/4 none vgrs Osg ml cs .7 1.6
4 55-105 1Oyr5/6 none grs Osg ml ,7 1.6
d
' Effluent #1 = BOD ? 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 4/14/05 715-247-2941
Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
3 ] F Boring # Boring
✓ Pit Ground Surface elev. 98.14 ft. Depth to limiting factor 98+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 *Eff#2
1 0-21 10yr3/2 none I 2fsbk mfr as 2vf,1f, .6 .8
2 21-35 10yr4/4 none 1 2msbk mfr gw 1vf .6 .8
3 35-42 7.4yr4/6 none ms Osg ml gw .7 1.6
4 42-98 10yr5/4 none grms Osg ml .7 1.6
I
!I
❑ 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
❑ 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 s' 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.
~e 3 o>f3
'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: 715-247-2 Subd.Name: Natalies Ridge
/ Lot No..
Legal Description: ~l/4 / Z-4/4 S36 T30N R19W
or
Township of St. Joseph, St Coix County
Soil Boring
A Bench Mark El. 100.00' Top of 2" pvc pipe
0 Alternate B h Mark EL 710, 38 Top of 2" pvc pipe
Slope=/ Contour Line El. N.9
Scale 1" = 40'
2 ~g
ram„ P~~
b
rip
OK
QrG~s
This soil report was done to fulfill a zoning requirement. may or may not be in a location suitable for your use.
• --i 33' 33'
II I 6 6'
9226
- -.t
- - - ~ I x ~
OT 9'
3. 5 A •
(3.0 A
LOT I I 7~
G~ 3.0 A ;
® .95 Aaz I
L.8.0.= 923.1 920.8
LOT 1 H.W.L.=921.1 /
. 22 AC.
(2.94 AC.)
918.8
' ~ x 9
• RAD = 80'
475' N • '
918.8
x 918,4 '
i a
~ / ~ ~ is
918,2
LOT 17
.011 AC 917.7
IA x LOT 1
(
L.B.O.= 16.5 /
/ w 3.00 AC.
(2.7 AC.)
i L.B.O. 910.0
az
/ UOT 6 x 918,3 • -
3.013 AC. /
10% Ar--Ift 0% 1