HomeMy WebLinkAbout030-2141-00-029
1346
Wisconsin Department of Co roe APRL=ance L EVALUATION REPORT Page 1 of 3
Division of Safety and Buildin th m Tam Schmitt
1. County
Attach complete site plan papr s size. t St. Croix
include, but not limited to ve ' M), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. Review By Date G/
Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). 9 dG
Property Owner Property Location J J
Grand Properties, LP Govt. Lot SW 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 29 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 0.5 gpd/sqft rate. Possible system elevation for Area 1 is
90.10'. Slope is 2%.
FT] Boring # Boring/
Pit ,tom Ground Surface elev. 96.03 ft. Depth to limiting factor 121+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-17 1Oyr4/4 none sl 2fsbk mvfr as 2vf .6 1.0
2 17-40 1Oyr4/3 none sicl 2msbk mfr gw 1vf .4 .6
3 40-59 1Oyr4/4 none sil 3msbk mfr gvv .6 .8
4 59-70 1Oyr5/6 none Is Osg ml cs .5 1.0
5 70-121 10yr6/4 none s Osg ml .7 1.6
1: 1 -j-
59r'-70" bands of 10yr4/4 Ifs 1 csbk mfr changes rate to 0.5 gpd/sgft.
Boring # Boring
Pit!✓ Ground Surface elev. 96.03 ft. Depth to limiting factor 135+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-17 1Oyr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 17-40 1Oyr4/4 none sil 2fsbk mfr gw 1vf .6 .8
3 40-53 1Oyr5/6 none sil 3msbk mfr gw .6 .8
4 53-65 1Oyr4/6 none Is 1csbk mfr cs .7 1.6
5 65-135 1Oyr6/4 none s Osg ml .7 1.6
7D, of ~Z I -a * Effluent #1 = BOD 5> 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 4/11/05 715-247-2941
.Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
3 ] F Boring # Boring/
Pit!/ Ground Surface elev. 93.93 ft. Depth to limiting factor 120+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 'Eff#2
1 0-12 1Oyr3/2 none I 2fsbk mfr as 2vf .6 .8
2 12-21 1Oyr4/4 none sil 2fsbk mfr gw 1vf .6 .8
3 21-39 1Oyr4/6 none sic[ 3msbk mfr gw .4 .6
4 39-60 1 Oyr5/6 none Ifs 1 csbk mfr gw .5 1.0
5 60-120 1Oyr6/4 none cos Osg ml .7 1.6
11
a Boring # Boring
Pit Ground Surface elev. 93.43 ft. Depth to limiting factor 120+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 'Eff#2
1 0-18 1Oyr3/2 none I 2msbk mfr as 2vf .6 .8
2 18-27 1Oyr4/3 none SO 2msbk mfr gw lvf .6 .8
3 27-46 1Oyr4/6 none Sid 3fsbk mfr 9w .4 .6
4 46-54 1Oyr5/4 none Is Osg ml gw .7 1.6
5 54-120 1Oyr5/6 none cos Dag ml .7 1.6
a
D
Boring # Boring
Pit Ground Surface elev. 94.41 ft. Depth to limiting factor 135+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 GpDtfL2
Eff#2
1 0-13 1Oyr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 13-33 1Oyr4/3 none scl 3fsbk mfr 9w 1vf .4 .6
3 3346 1Oyr4/4 none scl 3fsbk mfr cs .4 .6
4 46-66 1Oyr4/4 none vfsl Om mfi cs .2 .5
5 66-135 1Oyr5/6 none s Osg ml .7 1.6
N
N
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mgA- ` 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.
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: 715-247-2994L Subd.Name: Natalies Ridge
/ffc Lot No.: aF
Legal Description: N~ 114 50 14 S36 T30N R19W
Township of St. Joseph, C oix,County
® Soil Boring
® Bench Mark El. 100.00' Top of 2" pvc pipe
0 Alternate Bench Mark EL , " Top of 2" pvc pipe j t
Slopes 04PO Contour Line El.AO'_
(00 ~
Scale V= = 40' b /
n ~~Z
`J-
~i
el
lool
off' q~
cd
'gyp
f "I
This soil report was done to fulfill a zoning requirement. It may or may not be in a location suitable for your use.
V4MS 3H1 d ti/LMN
N
X \
. i
.99
I ~
i0 x
_ w
N
(D ~i
i r \ ■
4h\ \
yC
ma
\ Ul
\ \ \ I i
r
P m i w to a
p
\ ~II O O \ D
r
\ to n ,~gti
Ul ,A
\ %lo \ yy~ \
\ I w t ~ / /
\ a