HomeMy WebLinkAbout030-2141-00-018 (2)
ASR 2 9 2005 1335
C11~1r~iJAPON REPORT Pgbe 1 of 3
Wisconsin Department of Commerce 901 71 C_ ZONING OFFICE
Division of Safety and Buildings in accordance a Tan Schmitt
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County 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 mad. Parcel I.D. 030
Please print all information. Revie ed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 6
Property Owner Property Location
Grand Properties, LP Govt. Lot SE 1/4 N W/19 S 36 T 30 NR 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 18 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
1/ New Construction Use: bf 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
96.0'. Slope is 1.5%.
T
❑ Boring # Boring
Pit Ground Surface elev. 100.03 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/l
*Eff#1 *Eff#2
1 0-14 1Oyr3/3 none sl 2%bk mfr as 2vf .6 1.0
2 14-24 1Oyr4/4 none sl 2msbk mfr gw 1vf .6 1.0
3 24-36 10yr416 none sl 2csbk mfr 9w 1vf .6 1.0
4 36-49 7.5yr4/4 none ms Osg ml cs .7 1.6
5 49-62 1Oyr5/6 none grms Osg ml cs .7 1.6
6 62-110 10yr5/4 q none grms Osg ml .7 1.6
❑ Boring # Boring
Pit Ground Surface elev. 100.03 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-12 1Oyr3/2 none I 2fsbk mvfr as 2f,1vf .6 .8
2 12-24 1Oyr4/4 none sl 2msbk mfr gw 1vf .6 1.0
3 24-38 1Oyr4/6 none grls Osg ml cs .7 1.6
4 38-69 1Oyr6/4 none vgrs Osg ml cs .7 1.6
5 69-115 1Oyr5/4 one gcos Osg ml - .7 1.6
!1
* 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 4/20105 715-247-2941
! Property Owner Grand Properties, LP
Parcel ID # Page 2 of 3
Boring # Boring
✓ Pit Ground Surface elev. 99.98 ft. Depth to limiting factor 113+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Iff
*Eff#1 *Eff#2
1 0-13 1Oyr3/2 none I 2fsbk mfr as 2f,1vf .6 .8
2 13-19 1Oyr4/3 none st 2fsbk mfr gw 1vf .6 1.0
F54 19-26 1Oyr4/4 none vgrls Deg ml cs .7 1.6
26-60 1Oyr5/4 none vgrcos Osg ml cs .7 1.6
60-113 1Oyr5/6 none grs Osg m1 .7 1.6
,t
rl
ILL= 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 > 30 < 220 m L and TSS >30 < 150
s - ~ mg/L * Effluent #2 = BODS< 30 mg/L and TSS < 30 mg/L
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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, W1.54025
New Richmond, W1.54017
Phone: 715-247-2941 Subd.Name: Natalies Ridge
~7 Lot No.:
Cf - 03 Legal Description: 5E114/~/4A14 S36 T30N R19W
Township of St. Joseph, St Coix County
IMI Soil Boring
® Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark EL 1,00, 0 ` Top of 2" vc pipe
Slope= Contour Line El. /
Scale 1" = 40' `
00
1N3 5
This soil report was done to fulfill a zoning requirement. It may or may not be in a location suitable for your use.
N
~a
OT 9
3. 5 A
(3.0 A
LOT
G~ 3.0 AC9.z
® .95 AB.I
L.B.O.= 923.1
A
LOT 1 H.W.L.=92'
. 22 AC.
L (2.94 AC.) /
I ~V 918.8
• RAD = 80'
N 003 475'
918.8
x 918.4
i • ' -5z- 918.2
LOT 17
OA, / 61
011 AC 917.7
,
x 916.6 ( 1 A
L.8.0.= 16.5 w
/ i w
V
/ O
N 2
N / DOT 6 x 918.3
3.013 AC.
/ (2.63 C.) '
x L.B.O.= 16.5
H.W.L.=914.5 Pk 917,8