HomeMy WebLinkAbout030-2141-00-015 (2)
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Wisconsin Department of Commerce - t OILIJisX ►t RE ORT p age 1 of 3
r 01 Division of Safety and Buildings
ty in accord In Cc~gltrf S,byVf~. , ode Tom Schmitt
Attach complete site plan on paper not less than 8%: x 11 inn as in sae. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference int (BI4J di~etiil )OrWOUNI Parcel LD.
percent slope, scale or dimensions, north arrow, and locat' and dish ~~pg s O iv-el
Please print all information. Revie By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). DS
Property Owner Property Location
Grand Properties, LP Govt. Lot SE 1/4 N 114 S 36 T 30 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 15 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 0.7gpd/sgft rating. Possible system elevation for Area 1 is
96.0'. Slope is 3%.
Boring # Boring
✓ Pit Ground Surface elev. 99.06 ft. Depth to limiting factor 98+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
'Eff#1 'Eff#2
1 0-8 1Oyr3/2 none sl 2fsbk mfr as 3vf .6 1.0
2 8-26 1Oyr4/6 none gris 1csbk mvfr gw lvf .7 1.6
3 26-88 1Oyr5/4 none grs Osg ml cs .7 1.6
4 88-98 1Oyr6/4 none s Osg ml .7 1.6
It
ol-
It
Fil Boring # Boring
✓ Ph Ground Surface elev. 99.66 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Q
- E *Eff#2
1 0-10 1Oyr3/3 none I 2mgr mfr as 2vf .6 .8
2 10-15 1Oyr4/4 none sl 2msbk mfr 9w 2vf .6 1.0
3 15-31 1Oyr4/6 none vgrls 1csbk mvfr cs 1vf .7 1.6
4 31-75 1Oyr5/4 none vgrs Osg ml cs .7 1.6
5 75-88 1Oyr5/6 none grs Osg ml cs .7 1.6
6 88-96 10yr6/4 none s Osg ml .7 1.6
7 -1 r 4~
' Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD <30 mg/L and TSS <,0 mg/L
CST Name (Please Print) Signature: X/ Z CST Number
Thomas J. Schmitt `-s 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, WI 54017 4/18105 715-247-2941
Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
3 ] Boring # Boring
fie Pit Ground Surface elev. 98.06 ft. Depth to limiting factor 105+ in.
F
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2
*Eff#1 *Eff#2
1 0-11 10yr3/3 none sl 2fsbk mfr cs 2vf,1f, .6 1.0
2 11-28 7.5yr4/6 none grvsl 2msbk mfr 9w 1vf,1f .6 1.0
3 28-54 7.4yr5/6 none grvls Osg ml cs .7 1.6
4 54-105 1Oyr5/6 none grms Osg ml .7 1.6
X, 3
❑ 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
F-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
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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, Wl. 54025
New Richmond, W1.54017
Phone: 715-247-2941 _ Subd.Name: Natalies Ridge
Lot No..
-C2S" Legal Description: L" 1/4 N0114 S36 T30N R19W
Township of St. Joseph, St Coix County
iMI Soil Boring
Bench Mark El. 100.00' Top of 2" pvc pipe
A Alternate Bench Mark EL 101,S3 '-Top of 2" pvc pipe
Slope=_1,9o Contour Line El.
\L
Scale 1" = 40' Q{°~
~r
'S
F
9
Q.d R
This soil report was done to fulfill a zoning requirement. It may or may not be in a location suitable for your use.
i I
A i
i 755' L
3.0 A
® .95 AS. I
L.B.O.= 923.1 X 920.8
• _I 921.2 I
I I
H.W.L.=921.1
_ / •
poi r
40
918.8
918.7
RAD = 80'
SIN ~
918.8
4iti
. 0;,131 0
i ' - • Sr 918.2 .2t=
AN
917.7 i \
x LOT 1
/ 3.00 AC.
y (2.7 AC.) A
/ L.B.O. 910.0
AP
2
UOT 6 x 918.3
/
913.2
3.013 AC.
(2.63 C.)
x L.B.O.= 16.5 c
917.8
i