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P---~ #1503
14sconsin SOIL EVALUATION REPORT
Department of Commerce in accordance with Comm 85, Wis. Adm. Code ----~e 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
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 dimensions, north arrow, and location and distance to nearest road. Parcel I.D
/63/
Please print rmatilon. Revie By Date
Personal information you provide may be u
41 446~~r' for law, s. 15.04 (1) (m)). yWd a fS
Property Owner roperty Location
Sienna Corporation S ~ovt. Lot NE1/4, E1/4, S18, T30N, R18W
Property Owner's Mailing Address ".W U 6 Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 ST. 63 The Glens Of Willow River
City Stat ode Pho rhber ❑ City ❑ Village ❑ Town Nearest Road
Minneapolis MN 55435 Richmond 100Th St.
❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Outwash Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable or a conventional system with a 0.7 qpd/ sgft rating. Possible system elevation for Area
1 is high trench 101.4', low trench 100.2'. 8_5
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 102.05 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10yr3/3 none sl 2fsbk mfr as 2f .6 1.0
2 6-17 10yr4/4 none grsl 2msbk mfr gw 1vf .6 1.0
3 17-30 10yr5/4 none grcos Osg ml Cs .7 1.6
4 30-59 10yr5/6 none s Osg ml Cs .7 1.6
5 59-110 10yr5/4 none Cos Osg ml .7 1.6
a Boring # Ll Boring
N Pit Ground surface elev. 102.05 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-14 10yr3/2 none sl 2fsbk mfr Cs 2f lvf .6 1.0
2 14-26 10yr4/3 none sl 2fsbk mfr gs lvf .6 1.0
3 26-35 10yr4/4 none sd 2msbk mfr gs lvf .4 .6
4 35-45 10yr4/6 none Is lcsbk mvfr gs lvf .7 1.6
5 45-62 10yr5/4 none grcos Osg ml Cs 1vf .7 1.6
6 62-110 10yr5/6 none Cos Osg ml - .7 1.6
* Effluent #1 = BOD5> 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 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/16/2006 715-247-2941
SBD-8330 (8.07/00)
Property Owner Sienna Corporation Parcel ID # 63 Page 2 of 3
Fil Boring # ❑ Boring
Z Pit Ground surface elev. 99.30 ft. Depth to limiting factor 64 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-21 10yr3/3 none sl 2fsbk mfr gs 2m,2f .6 1.0
2 21-30 10yr4/4 none scl 2fsbk mfr gs 1Vf .4 .6
3 30-48 10yr4/6 none sl 2msbk mfr gs 1Vf .6 1.0
4 48-64 7.5yr5/6 none grcos Osg ml as .7 1.6
5 64-71 5yr4/4 m2d 7.5yr6/8 sl Om mfi
7.5 1 as 2 6
r6
6 71-108 10yr6/3 none fs Osg ml .2 .6
a Boring # Boring
Pit Ground surface elev. 100.93 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *042
1 0-17 10yr3/2 none sl 2fsbk mfr gs 2m,if .6 1.0
2 17-25 10yr5/3 none sl 2msbk mfr gw 1Vf .6 1.0
3 25-37 10yr4/4 none scl 2msbk mfr Cs 1Vf .4 .6
4 37-62 10yr5/6 none grs Osg MI Cs .7 1.6
5 62-110 10yr5/4 none Cos Osg ml .7 1.6
Boring # F-I Boring
1-51 P8 Ground surface elev. 105.47 ft. Depth to limiting factor 105+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-14 10yr3/2 none grsl 2fsbk mfr Cs 2vf .6 1.0
2 14-53 10yr5/6 none s Osg ml gw 7 1.6
3 53-105 10yr5/4 none Cos Osg ml .7 1.6
/t
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <_150 mg/L * Effluent #2 = BODS < 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (3.07/00) Schmitt s08 Testlrg Inc.
Page .7 of 3
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608
1595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: Lot No.: 6 j
Date: / Legal Description: ~V! 1/4 SE1/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
0 Alternate Bench Mark El. p yS-~I~op of .2",,Oe'c
Slope= Contour Line El. jVA- Contour Line Length IV14
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Scale 1" _ '109'
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This Soil and Site Evaluation was completed to fulfill a zoning require it may or t be in a location suitable for you use. P~~