HomeMy WebLinkAbout030-2153-02-000 (2)
NYRSCOnSin SOIL EV LUATION REPORT #1423
Department of Commerce in accordan Comm 85, Wis. Adm. Code Page 1 of 4
Division of Safety and Buildings Schmitt Soil Testing, Inc.
Attach complete site plan on paper not less than 8% x 11 inches ' size. n st County St. Croix
include, but not limited to: vertical and horizontal refere nce point (B dire an
percent slope, scale or dimensions, north arrow, and location and dista to ne ad. Parcel I.D.
Please print all information. Rev' By Date
sef for sem/{~~cy s. 15.04 (1) (m)).
Personal information you provide may be u
Properly Owner IIt~~G v P party Location
Golden Harvest Capital, LLC G Lot SE /4, NE1/4, S20, T30N, R1 9W
Property Owner's Mailing Address Lo # Block # Subd. Name or CSM#
14906 Blakeney Road 2 Pioneer Ridge
City State Zip Code Phone Number City L] Village ❑ Town Nearest Road
Eden Prairie MN 5 (612)202-3234 St.Joseph 50Th St.
❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Glacial till over outwash sands Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a co~tventional system with 9~ft rate. Possible system elevation for Area 1
is,(step trenches) High trench 94.1' Low trench 93.1'. Slope is 10%.
Boring # ❑ Boring
❑ Pit Ground surface elev. 98.95 ft. Depth to limiting factor 96+ 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 0-8 10yr4/3 none grsl 2msbk ds as 2f .6 1.0
2 8-18 5yr4/4 none grlcos Osg dl gw if .7 1.6
3 18-42 5yr4/6 none grs Osg dl gw .7 1.6
4 42-54 10yr5/6 none s Osg ml Cs .7 1.6
5 54-65 10yr5/4 none grcos Osg ml Cs .7 1.6
6 65-96 10yr6/4 none s Osg ml .7 1.6
F2 ] Boring # ❑ Boring 5~'Z
❑ Pit Ground surface elev. 98.15 ft. Depth to limiting factor 96+ 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 'EfW
1 0-8 10yr3/3 none sil 2fsbk ds as 2f .6 .8
2 8-21 10yr4/4 none sid 2fsbk ds gw if .4 .6
3 21-36 7.5yr4/4 none sl 2msbk ds gw if .6 1.0
4 36-75 5yr4/4 none vgrls Osg ml Cs .7 1.6
5 75-96 10yr5/6 none s Osg ml .7 1.6
~4I ►I
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS S.30 mg/L
CST Name (Please Print) Signature: / CST Number
Thomas J. Schmitt _/Z~ 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 7/18/2006 715-247-2941
SBD-8330 (8.07/00)
2 9-19 5yr4/4 none vgrsl 2msbk ds gw if .6 1.0
3 19-48 7.5yr4/4 none vgrls lcsbk ds Cs .6 1.0
4 48-67 10yr6/6 none Ifs Osg mvfr Cs C)
5 67-96 10yr6/4 none fs Osg ml o S_ 0
It
F4 ❑ Boring
Boring # ❑ Pit Ground surface elev. 914- 73 ft. Depth to limiting factor 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 0-9 10yr3/3 none sl 2fsbk ds as 2f .6 1.0
2 9-18 10yr4/4 none I 2fsbk ds 9W if .6 .8
3 18-32 10yr4/6 none sl 2msbk ds gw if .6 1.0
4 32-64 5yr4/6 none ICos lcsbk mvfr Cs .7 1.6
5 64-96 7.5yr5/6 none Cos Osg ml .7 1.6
3,r
Boring # Boring
❑ Pit Ground surface elev. 91.85 ft. Depth to limiting factor 35 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 0-8 10yr3/3 none I 2fsbk ds as 2m2f .6 .8
2 8-35 10yr4/4 none sil 3msbk ds gw 2f .6 .8
3 35-51 10y5/3 m2d 7.5yr6/6 sl lmsbk ds w if .4 .7
7.5yr6/2 g
4 51-60 7.5yr4/4 m2d 7.5yr6/8 sl 1msbk dsh Cw .4 .7
7.5yr6/1
5 60-84 10yr5/4 none grls Osg ml .7 1.6
Does not meet 2 foot rule for redox features.
* Effluent #1 = BODS> 30 < 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 608-266-3I51 or TTY 608-264-8777.
SBD-8330(8.07/00) Sdw& Sod Testing, Inc.
Property Owner Golden Harvest Capital, LLC Parcel ID # 2 Page 3 of 4
Fil Z Boring # Boring
Pit Ground surface elev. 87.45 ft. Depth to limiting factor 98+ 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 *EfW
1 0-8 10yr3/3 none sl 2mgr ds as 2f .6 1.0
2 8-17 10y4/4 none scl 3fsbk ds gw if .4 .6
3 17-32 10yr4/6 none grsl 2msbk dsh gw if .6 1.0
4 32-84 10yr5/6 none grsl 2csbk mfr gw .6 1.0
5 84-98 10yr6/4 none Is Osg ml .7 1.6
F7~ Boring # Boring
® Pit Ground surface elev. 89.45 ft. Depth to limiting factor 29 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 •EfW
1 0-10 10yr4/3 none I 2fsbk ds as 2f .6 .8
2 10-29 10yr4/4 none sil 3msbk ds gw if .6 .8
m2d /6 gml lmsbk dsh gw .4 .7
3 29-38 5yr4/6 5yr6/2 r6/2
4 38-54 5yr4/4 m2d 7.5yr6/8 Is lcsbk mfr gw .7 1.6
7.5yr6/2
5 54-64 5yr4/6 c2d 7.5yr6/6 7.5 r6 2 9sl icsbk mfr gw .4 .7
6 64-96 10yr5/4 none grls lcsbk mvfr .7 1.6
F ro Boring # Boring
® P8 Ground surface elev. ft. Depth to limiting factor 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 0-8 10yr3/2 none sl 2fsbk mfr as 2c,2f .6 1.0
2 8-20 10yr5/6 none scl 2fsbk mfr cs ivf .4 .6
3 20-35 7.5yr4/4 none grsl imsbk mfr gw ivf .4 .7
4 35-96 7.5yr4/6 none grls icsbk mvfr .7 1.6
I
" Effluent #1 = BODS> 30 < 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.
SBD-1110 (R 07/00) Schmitt Soil Tes*V, Inc.
Par--Y- Of
Conducted by: Conducted For:
Schmitt Soff Testing Inc. Name: Golden Harvest Capital, LLC
'IbotmS J Schmitt, CST 227429 Address: 1440 Arcade St. N
1595 72nd St. City, State, Zip: St. Paul, MN. 55106
New Ricbmond, WI. 54017
Phone: 715-247-2941 , Of Subd.Name: Pioneer Ridge
-v Lot No..
1 Zi_~ 0,6 Legal Desciiptian: X114 NEU4 S20 13ON R19W
M Backhoe pit Township, County-. St. Joseph, St. Croix
Bench Mark EL 100.00` Top of 2" pvc pipe
A Alternate Bench Mark EL - e14 Top of 2" c pipe
slope= Contour Line EL l4 Contour Line Length
rR
Scale 1" = 40
70
le
~t Gas G"' .
Thi4 Soft aid Srteon ~.t computed to CIE a zoswg k may or maY not bo;n s ~xsion saitabie ioryo~ e~