HomeMy WebLinkAbout038-1239-39-000 (3) �► 1295
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 4
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
St.Croix
include,but not limited to:vertical and horizontal reference point(BM),direction and
percent slope,scale or dirrermbris,north arrow,and location and distance to nearest road. Parcel I.D.
Please P rint all infonnation.
Revi By Date
Personal information you provide m ,S.15.04(1)(m)). — `t job 7
Property Owner '" Property Location
Grand Properties, LP Govt.Lot NW 1/4 NW 1/4 S 17 T 31 N R 18 W
Property Owner's Mailing Address _a 0 U 4 Lot# Block# Subd.Name or CSM#
712 Rivard Streeet,Suite 300 39 Squaw Lake Estates
City St a Zlp oiie P dr�e iC l r J City _J Village 16 Town Nearest Road
Somerset C - Star Prairie 218Th Ave.
New Construction Use: Residential/Number of bedrooms ie derived design flow rate 450 GPD
f Replacement Public or commercial-Descri GuL- A, ¢ 1A1cX_(177
-- u
Parent material Pitted glacial drift Flood plain elevation,if applicable na _
General comments 3 —MA- . 146 P4— a
and recommendations: Area is suitable for a conventional system with a 0.4 g d/sq ft rating. Possible system elevation for Area 1 is
(high trench)95.9'(mid)95.0'(low) 94.5'. Slope is 18%. //ee it
Abre. f�4r�-- OOMS w,
Boring#
Boring
1
.�:� 9
Pit Ground Surface elev. 100.33 ft. Depth to limiting factor 94 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-8 10yr3/2 none I 2mgr mvfr as 2m,2f .6 .8
2 8-27 10yr4/3 none sl 2msbk mfr gw 2m,2f .6 1.0
3 27-72 7.5yr5/4 none grms Osg ml cw ---- .7 1.6
4 72-98 10yr5/6 none grms Osg ml --- ----- .7 1.6
Boring# Boring
to Pit Ground Surface elev. 98.36 ft- Depth to limiting factor 39 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-8 10yr3/2 none sl 2fsbk mvfr as 2m,2f .6 1.0
2 8-20 10yr4/3 none sl 2msbk mfr gw 2f .6 1.0
3 20-39 7.5yr5/4 none sl 1 msbk mfi gw --- .4 .7
4 39-65 10yr5/6 m 101 /316 sl 1 msbk mvfi gw —--- 4 7
5 65-92 10yr5/4 none grms Osg ml --- --- .6 1.6
*Effluent#1 =BOD?30<220 mg/L and TSS X30<150 mg/L *Effluent#2=BOD5 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 729/04 715-247-2941
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property Owner Grand Properties, LP Parcel ID# Page 2 of 4
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a Boring# Boring
IM Pit Ground Surface elev. 95.43 ft. Depth to limiting factor 104+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
*Eff#1 *Eff#2
1 0-7 10yr3/2 none sl 2mgr mvfr cs 2m,2f .6 .8
2 7-21 10yr4/4 none sl 2fsbk mfr gw 3m,3f .6 .8
3 21-50 1Oyr5/4 none grsl 2msbk mfr gw 2f .6 .8
4 50-104 7.5yr5/4 none grms Osg ml - -- .7 1.6
F4] Boring# Boring
4# Pit Ground Surface elev. 96.78 ft. Depth to limiting factor 102+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots MIT
*Eff#1 *Eff#2
1 0-7 10yr3/3 none Is 1 msbk mvfr cs 3m3f .7 1.6
2 7-21 10yr4/4 none Is 1 msbk mvfr gw 3f .7 1.6
3 21-36 10yr5/3 none Is 1msbk mfr gw 1f .7 1.6
4 36-51 7.5yr4/4 none sl 1 msbk mfr gw ----- .4 .7
5 51-102 10yr5/4 none ms Osg ml --- ----- .7 1.6
[-5 J
-J Boring# Boring
W1 Pit Ground Surface elev. 99.31 ft. Depth to limiting factor 102+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-7 10yr3/3 none sl 2mgr mvfr cs 2m,2f .6 1.0
2 7-14 10yr4/3 none sl 2msbk mvfr gw 2m,1f .6 1.0
3 14-31 10yr5/4 none sl 2msbk mvfr gw 1f .6 1.0
4 31-38 10yr5/3 none sl 2csbk mfr cw ---- .6 1.0
5 38-56 7.5yr4/4 none sl 1 msbk mfi gw --- .4 .7
6 56-102 10yr5/6 none grls 1 msbk mifr -- ------ .7 1.6
*Effluent#1=BOD 30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD
5<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.
*Effluent#1 =BOD s 30 c 220 mg/L and TSS>30<150 mg/L *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
,Con&xted by: Conducted For. Ref No. d,7 57
Sebmitt Soil and Site Evaluations Name: Grand Properties,LP.
Thomas J Schmitt,CST 227429 Address: 712 Rivard St. Suite100
1595 72nd St. City,State,Zip.- Somerset, W1. 54025
New Richmond, W1. 54017
Phone: 715-247-2941 Subd.Name: Squaw Lake Estates
9� U Lot No.: -
�j� Legal Description: 1/4 NU 114 S17 T31N R19W
Township of Star Pram,St.Croix County
Bench Mark EL 100.00'Top of 2"pvc pipe
Alternate Bench Mark EL /d/-07 Top of 2"pvc pipe
Sk>pe= Contour Line EL /Y,4
Contour Line Length
Scale V=40'
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This sod sport Yes done to fad a zonmg requirensent. No pemw w t lot nwkem%%sm in at the time the test was
ax d. The area in wtdch it was done may or may not be stele for your cue,or in the iota tiion shown.
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