HomeMy WebLinkAbout038-1239-35-000 (2) ' 1291
t Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt
Attach complete site plan on paper not less than 8%:x 11 inches in size. Plan must County
include,but not limited to:vertical and horizontal reference point(BM),direction and St. CfOIX
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.
&IM-/a 3-2- 35�v
Please pr ill information. R g Date
Personal information you provide may used fr 'ipu Y Laur,S.15.04(1)(m))• N�
Property Owner Property Location
Grand Properties, LP w 6 '7 Govt.Lot NE 1/4 NW 19 S 17 T 31 N R 18 W
Property Owner's Mailing Address Lot# Block# Sutxl.Name or CSM#
712 Rivard Streeet,Suite 300 61. 6'!X� 35 Squaw Lake Estates
City State Zip CofteiPhiSif ibier ..J City _j Village Id Town Nearest Road
Somerset WI 54025 715-247-5900 Star Prairie 218Th Ave.
New Construction Use: V1 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
JI Replacement J Public or commercial-Describe:
Parent material Glacial Till Flood plain elevation,if applicable na
General comments
and recommendations: Area is suitable for a mound system.System elevation is 100.56'based off,of contour line established at
99.64'. Slope is 8%. Depth to limiting factor is 25".
Fq sm Boring# -1 Boring
Pit Ground Surface elev. 99.44 ft. Depth to limiting factor 25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
'Eff#1 'Eff#2
1 0-9 10yr3/4 none sil 2fsbk mfr a 2f .6 .8
2 9-16 10yr5/3 none sil 3fsbk mfr gw 1f .6 .8
3 16-25 7.5yr5/4 none sl 2fsbk mfr gw .6 1.0
4 25-64 7.5yr4/6 old 5.5 /z/g sl 1 msbk mfr — --- 4 .7
Boring# Lj Boring
0 Pit Ground Surface elev. 99.44 ft. Depth to limiting factor 25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 'Efi#2
1 0-9 10yr3/4 none sil 2fsbk mfr cs 2f .6 .8
2 9-17 10yr5/4 none sil 2msbk mfr
gw 1f .6 .8
3 17-25 10yr4/4 none sl 2msbk mfi gw --- .6 1.0
r4/4 m2d 5 /6
4 25-60 7.5
Y 5yr•5/3 sl 1 msbk mfr — ---- .4 .7
T__]
Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/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 8127/04 715-247-2941
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Property Owner Grand Properties,LP Parcel ID#
Page 2 of 3
✓
F3] Boring# ,I Boring
60 Pit Ground Surface elev. 97.34 ft. Depth to limiting factor 28 in
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
z
*Eff#1 *Eff#2
1 0-5 10yr3/4 none sil 2fsbk mfr as 2f 6 8
2 5-14 10yr5/4 none scl 2fsbk mfr gw 1f 4 .6
3 14-28 7.5yr4/6 none sl 1 msbk mfr gw 4 7
4 28-35 5yr4/6 none sl 1 mpl mfr gw -----_ .4 7
5 35-70 5yr4/4 Of7.5yr6/6
7.5yr6l3 sl 2mpl mfr -- ---_ .0 .2
Boring
Boring#
_]Pit Ground Surface elev. ft. Depth to limiting factor in
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
*Eff#1 *Eff#2
❑ Boring# _j Boring
_j Pit Ground Surface elev. ft. Depth to limiting factor in
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
z
*Eff#1 *Eff#2
*Effluent#1=BOD 5>30<220
_ mg/L and TSS>N<j 5q *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L
The Department of Comrgprce is an equal opppMpity service provider and employer. If you need assistance to access services or
need material in An alternati.format pkt se contact the department at 608-266-3151 or TTY 608-264-8777.
Page 3 of 3
Conducted by: Conducted For: Ref. No. j Zq/
Schmitt Soil and Site Evaluations Name: Grand Properties, LP.
Thomas I Schmitt, CST 227429
Address: 712 Rivard St. Suite 100
1595 72nd St. City, State, Zip: Somerset, WI. 54025
New Richmond, WI. 54017
Phone: 715-247-2941 Subd.Name: Squaw Lake Estates
e?7-o c/ Lot No.: 3s'-
�� Legal Description: 1—ye 1/4 A14414 S 17 T31 N R 18 W
Township of Star Prairie, St. Croix County
Bench Mark El. 100.00'Top of 2"pvc pipe
Alternate Bench Mark EL /ov o6Top of 2"pvc pipe
Slope= e o Contour Line EL
Contour Line Length W/�
Scale 1"=40' �
W4
!off
l
X
7' _ iM
ie l — ,
This soil report was done to fulfill a zoning uirement. No permanent lot markers were in at the time the test was
conducted. The area in which it was done ry or may not be suitable for our use,,or in the location shown.