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1344
~Wisconsin Department of C rce", ? ` 2005 S L EVALUATION REPORT Page 1 of 3
Division of Safety and Buildin in acre wit Comm 85, Wis. Adm. Code Tom Schmitt
S f . C' U County
Attach complete site pla on paper,W%ft~dFSf1~S~IF1 i s' mutt' St. Croix
include, but not limited to: re erence point (BM), nFnd r~
percent slope, scale or dimensions, north arrow, and location and distance o rl~ares C ad Parcel I.D.
-0-3(7--7V I/'-
Please 7
print all information. Revie By Date Cam`'/
Personal information you provide may be used for secondary purposes (Privacy taw, s. 15.04 (1) (m)). 5 I9 0 5
Property Owner Property Location
Grand Properties, LP Govt. Lot NE 1/4 S4114 S 36 T 30 N R 19 W
Property Owner's Mailing Address Lot #---TB-lock # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 27 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 0.7 gpd/sgft rate. Possible system elevation for Area 1 is
95.20'. Slope is 2%.
Boring # Boring
✓ Pit Ground Surface elev. 98.65 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/112
*Eff#1 *Eff#2
1 0-13 1Oyr3/2 none I 2fsbk mvfr as lvf .6 .8
2 13-17 1Oyr4/4 none scl 3msbk mfr gW 1vf .4 .6
3 17-31 1Oyr5/4 none vgrlcos Osg ml gw .7 1.6
4 31-87 10yr5/6 none vgrcos Osg ml cs .7 1.6
5 87-115 1Oyr6/4 none grcos Osg ml .7 1.6
Boring # Boring
✓ Pit Ground Surface elev. 98.65 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-12 1Oyf3/2 none I 2fsbk mfr as 2vf .6 .8
2 12-24 1Oyr4/3 none scl 2msbk mfr cs lvf .4 .6
3 24-35 1 Oyr4/4 none vgrcos 1 csbk mvfr cs .7 1.6
4 35-78 1Oyr5/6 none grcos Osg ml cs .7 1.6
5 78-110 10yr6/4 none grs Osg ml .7 1.6
-71
* Effluent #1 = BOD r,> 30 _ 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS <30 rrg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt .,y 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, WI 54017 421/05 715-247-2941
V,
Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
3] Boring # Boring
✓ Pit Ground Surface elev. 97.99 ft. Depth to limiting factor 105+ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence I Boundary Roots
*Eff#1 *Eff#2
1 0-10 1Oyr3/3 none I 2msbk mfr as 1vf .6 .8
2 10-24 1Oyr4/4 none sl 2msbk mfr gw 1vf .6 1.0
3 24-34 1 Oyr4/6 none Is 1 csbk mfr 9w .7 1.6
4 34-51 1Oyr5/4 none vgrcos Osg ml cs .7 1.6
5 51-105 1 Oyr5/6 none grcos Osg ml .7 1.6
rl
❑ Boring # Boring
Pit G and 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
F-1 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 mgA- * 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
14 Lot No.. W7
=C9f Legal Description: /I~~E' 1/4541114 S36 T30N R19W
Township of St. Joseph, St Coix County
Soil Boring
Bench Mark El. 100.00' Top of 2" pvc pipe
Q Alternate Bench Mark Ei. 78, 8Q 'TOP of
Slope=__521_ Contour Line EL ##4
Scale 1" = 40'
a
Ste'
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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9
01 A
(2.17 91313 /
L.B.O 916.5/
loe .W.L.=9 / .
91
LOT 2E
3.000
AC
/ • 914.6 x
/ (2.74 AC.;
x / L.B.O.= 915..
914.5 110,
LO 27-
i
3.00
(1.45 AC.)
913,5
L.B.O.= 915.5
~ • 91 .4 /
913.4 /
N ,
L T28 A
.006 AC.
( .08 AC.) / / •
X 910.8
L. .0.= 915.5 H.W.L.= 913.5 90
/ol
908,8
! X /
X
909
x
/ 907.2
1 /
/ 14 RR9 5 X _