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SOIL EVALUATION REPORT #1477
Ifisconsin
Department of Commerce in accordance with Comm 85, Wis. Adm. Cod Page 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. ' 15 D O(YQ /
Please print all information. Revi Date
eweg
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 200 6
Properly Owner RECEIVED Prop" Loca ion
Sienna Corporation Govt. Lot NW1/4, SE1/4, S18, T30N, R18W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 6 2006 15 The Glens Of Willow River
City Stat Zip Code Phone Number City ❑ Village ❑ Town Nearest Road
Minneapolis M 55,b5 ROIX COUNTY Richmond 95Th St.
❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Outwash over till Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a conventional system with a 0.6 gpd/ sgft rating. Possible system elevation for Area
1 is 93.55'.
a Boring # [I Boring
® Pit Ground surface elev. 98.17 ft. Depth to limiting factor 98+ 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 *EfM2
1 0-10 10yr3/2 none I 2fsbk mfr as 1m,2f .6 .8
2 10-22 10yr4/3 none sil 2fsbk mfr 9w 1vf .6 .8
3 22-31 1 r4/6
OY none sl 2msbk mfr cs lvf .6 1.0
4 31-49 10yr5/4 none grcos Osg ml Cs .7 1.6
5 49-98 10yr5/6 none s Osg ml .7 1.6
3.55
',jq /Boring # Boring
2
❑ ❑ Pit Ground surface elev. 97.80 ft. Depth to limiting factor 90+ 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 *Eff#2
1 0-13 10yr3/2 none A 2fsbk mfr as 1m,2f .6 .8
2 13-23 10yr4/4 none sil 3fsbk mfr gw 1vf .6 .8
3 23-28 10yr4/6 none sl 2msbk mfr gs 1vf .6 1.0
4 28-53 10yr5/4 non grcos Osg ml Cs .7 1.6
J 5 53-80 10yr6/4 none s Osg ml as .7 1.6
6 80-90 7.5yr4/6 none Sid 2msbk mfr .4 .6
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_30 mg/L and TSS S_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt , -4C-' 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/13/2006 715-247-2941
SBD-9330(R.07/00)
Property Owner Sienna Corporation Parcel ID # 15 Page 2 of 3
M Boring # Boring
Pit Ground surface elev. 98.47 ft. Depth to limiting factor 100+ 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 *Eff#2
1 0-12 10yr3/1 none I 2fsbk mfr as im,2f .6 .8
2 12-16 10yr3/4 none sil 2fsbk mfr gw 1vf .6 .8
3 16-22 10yr4/4 none scl 2msbk mfr gw ivf .4 .6
4 22-31 10yr4/6 none sl 2msbk mfr gw lvf 6 1.0
5 31-52 10yr5/4 none ws Osg ml as ivf .7 1.6
6 52-100 10yr6/4 none s Osg ml .7 1.6
4] Boring # Boring 0 +
® Pit Ground surface elev. 97.72 ft. Depth to limiting factor 100+ 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 0-11 10yr3/1 none I 2mgr mfr as 1m,2f .6 .8
2 11-26 10yr3/4 none Sid 3fsbk mfr gw 1Vf .4 .6
3 26-42 10yr4/6 none sil 2fsbk mfr gw 1Vf .6 .8
4 42-66 10yr6/4 none s Osg ml as 1Vf .7 1.6
5 66-87 10yr5/4 none grs Osg ml as ivf .7 1.6
6 87-100 7.5yr4/6 none sl Om mfr .2 .6
k3.55
.a4
58,
Boring # Boring
Pit Ground surface elev. 98.07 ft. Depth to limiting factor 100+ 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 *Eff#2
1 0-13 10yr3/2 none I 2fsbk mfr as 2m,2vf .6 .8
2 13-28 10yr4/4 none sicl 2fsbk mfr 9w ivf .4 .6
3 28-41 10yr4/6 none sl 2msbk mfr cs 1Vf .6 1.0
4 41-67 10yr5/4 none grcos Osg ml as .7 1.6
5 67-92 10yr6/4 none s Osg ml as .7 1.6
6 92-100 7.5yr4/6 none sl Om mfr .2 .6
y3.55~/ 9O.Z~
24
* 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 alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (8.07/00) 4(hmNj Sol Testlng, Jrx.
Page _3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address:
1595 72nd St. City, State, Zip: 1111Z~7,,"14d /,s , 1;~'71fi s1-y3
New Richmond, WI. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: Lot NO.: /S
Date: Legal Description: N4,1114 SETA S18 T30N R18W
® Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
A Alternate Bench Mark El. 9S,10 Top of
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This Soil and Site Evaluation was completed to fulfill a zoning requirement. It may or may not be in a location suitable for you use.