HomeMy WebLinkAbout026-1306-00-029
"e4isconsin SOIL EVALUATION REPORT #1528
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings chmitt 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), direct' n and
percent slope, scale or dimensions, north arrow, and location and distan o earest road. Parcel I.D.
29
Please print all information. Rev' D77/1
tPersonal information you provide may be used fir secondary pu VB 7 Law, s. 15. 1) (m)).
42 ) I
Property Owner rty L lion
Sienna Corporation 6 ovt. t NW1/4, E1/4, S19, T30N, R18W
Property Owner's Mailing Address S~ # Subd. Name or CSM#
4940 Viking Drive Suite 608 p\ 2 The Glens Of Willow River
City State Zip Code P ne Nuoe City ❑ Village ® Town Nearest Road
Minneapolis MN 55435 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 Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a conventional system with aQ 7 gpd/ sgft rating. Possible system elevation for Area
1 is (step trenches) high trench 98.40', low trench 97.40'. g f 7 a 5
❑ Boring JK'
❑ Boring #
® Pit Ground surface elev. 105.04 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 0-11 10yr3/3 none sl 2fsbk mfr gs 2vf .6 1.0
2 11-30 10yr4/4 none sl 2msbk mfr gw 1vf .6 1.0
3 30-35 10yr4/4 none grsl 2msbk mfr Cs 1vf .6 1.0
4 35-60 10yr6/4 none s Osg ml Cs .7 1.6
5 60-90 7.5yr5/6 none grcos Osg ml Cs .7 1.6
6 90-100 10yr6/4 none ,4 ` s Osg ml .7 1.6
F2 ]Boring # ❑ Boring
® Pit Ground surface elev. 105.04 ft. Depth to limiting factor 69 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 0-15 10yr3/3 none sl 2fsbk mfr gs 2vf .6 1.0
2 15-33 10yr4/4 none sl 2msbk mfr Cs 1vf .6 1.0
3 33-45 7.5yr4/6 none grsl lcsbk mfr Cs 1vf .7 1.6
4 45-60 10yr6/4 none s Osg ml Cs .7 1.6
5 60-69 10yr4/6 none sl 2msbk mfr as .6 1.0
6 69-84 10yr4/6 m2d 7.5yr6/8 sil lmsbk mfr - .4c .6
7.5 r6 1
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt ~o 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/20/2006 715-247-2941
SBD-8330(8.07/00)
3
Property Owner Sienna Corporation Parcel ID # 29 Page 2 of 3
3]Boring # E] Boring
® pit Ground surface elev. 100.30 It. Depth to limiting factor 100+ in. Soil Application Rate
F
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 0-10 10yr3/2 none si 2msbk mfr as 2f .6 1.0
2 10-18 10yr4/6 none sd 2fsbk mfr gw 2vf .4 .6
3 18-27 10yr4/4 none sl 2msbk mvfr gw .6 1.0
4 27-36 10yr4/6 none Is lcsbk mvfr as .7 1.6
5 36-100 10yr6/4 none s Osg ml .7 1.6
44
4 [A Boring
F
® pit Ground surface elev. 102.10 ft. Depth to limiting factor 82 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. *Ef1#1 *Eff#2
1 0-10 10yr3/3 none sl 2fsbk mfr a 2vf .6 1.0
2 10-24 10yr4/4 none sl 2msbk mfr gw lvf .6 1.0
3 24-36 7.5yr5/6 none Is lcsbk mvfr gw .7 1.6
4 36-82 10yr6/4 none s Osg ml as .7 1.6
5 82-90 10yr4/6 m2d5.5yr26/8 sil lmsbk mfr 4c
6
~Ng'y
Fs-1 M Boring # El Boring
Pit Ground surface elev. 102.0 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#t *Eff#2
1 0-10 10yr3/3 none sl 2fsbk mfr as 2m,lf .6 1.0
2 10-19 10yr4/4 none sd 2fsbk mfr 9W 1vf .4 .6
3 19-29 10yr4/6 none sl 2msbk mfr gw .6 1.0
4 29-42 7.5yr5/6 none s Osg ml gs .7 1.6
5 42-86 10yr6/4 none s Osg ml gs .7 1.6
6 86-100 7.5yr5/6 none grcos Osg ml .7 1.6
-1-' A u
Z
it -let
43.1-
* Effluent #1 = BOD5> 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) Schur tt Soil Taft, BK.
Page - of
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, WI. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: Lot No.:
Date: 61-6- Legal Description: Aa 1 /4 tvf-114 S17 T30N R18 W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
d Alternate Bench Mark El. Top of l /'iPc'
Slope= _/0 Contour Line El. /VA Contour Line Length 111,4
r
3
Scale 140' x x a (31
x ~ ~ ( pt~r ~ a' Pam
l~ID 03
D~~,~kay.e y ,
-x
x
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.