HomeMy WebLinkAbout030-2153-30-000 (3)
Itisconsin SOIL EVALUATION REPORT #1437
Department of Commerce in accordance Comm 85, Wis. Adm. Code 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 inch in siz . Ian ust County
St. Croix
include, but not limited to: vertical and horizontal reference point di i nd
percent slope, scale or dimensions, north arrow, and location and di ncet earevroad. Parcel LD. 0 30 30 17 Please pri
p e y o n Revi d By Date
Personal information you provide may be sed for nvacy , s. 1 (1) (m)). ~Z O (P
Property Owner Property Location
Golden Harvest Capital, LLC DEC 13 2006 Govt. Lot NW1/4 NE1/4, S20, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
14906 Blakeney Road ST. CROIX COUNTY 30 Pioneer Ridge
City State i Code P City ❑ Village ❑ Town Nearest Road
Eden Prairie MN 55347 (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 Pitted glacial drift Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a mound stistem. System elevation is 99.50' based off contour line established at
99.0'. Slope is 9%. Contour line deflects 3' from straight in80
Boring # ❑ Boring
❑ Pit Ground surface elev. 99.11 ft. Depth to limiting factor 40 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKV
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2
1 0-7 10yr3/3 none sil 2mgr mvfr as 2f .6 .8
2 7-14 10yr5/3 none sil 2fsbk mfr gw if .6 .8
3 14-26 10yr4/6 none sl 2msbk mfr gw .6 1.0
4 26-40 7.5yr4/6 none sl 2fsbk mfr gw .6 1.0
5 40-57 7.5yr4/4 flf 10yr6/8 grsl 2msbk mvfr Cw 6 1.0
10yr6/2
6 57-105 10yr5/6 C 7 5' r6 2 sl Om mfr 2 6
2] Boring # Boring
Pit Ground surface elev. 99.18 ft. Depth to limiting factor 108+ 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 0-12 10yr3/4 none sl 2fsbk mfr as 2f .6 1.0
2 12-22 7.5yr4/6 none sl 2msbk mfr gw if .6 1.0
3 22-38 10yr4/6 none grsl 2msbk mfr Cs if .6 1.0
4 38-63 10yr6/4 none s Osg ml Cs .7 1.6
5 63-84 10yr5/4 none grcos Osg ml Cs .7 1.6
6 84-108 10yr6/4 none s Osg ml .7 1.6
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BODS s30 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 7/27/2006 715-247-2941
SBD-5330 (14LU 7iuu)
Propelty Owner Golden Harvest Capital, LLC Parcel ID # 30 Page 2 of 3
3 ] F Boring # ❑ Boring
❑ Pit Ground surface elev. 96.58 ft. Depth to limiting factor 45+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10yr3/4 none sil 2fsbk mvfr as 2f .6 .8
2 6-14 10yr5/3 none sil 2msbk mfr gw if .6 .8
3 14-30 10yr4/4 none sl 2msbk mfr gw if .6 1.0
4 30-45 10yr4/6 none Is lcsbk mvfr cs .7 1.6
5 45-66 10yr5/4 clf 10yr6/8 sl Om mfr cs 2 6
10 r6 2
6 66-90 5yr4/4 flf 7.5yr6/6 scl ifsbk mfr 2 3
7.5yr6/2
❑ Boring # Boring
❑ Pit Ground surface elev. 99.78 ft. Depth to limiting factor 33 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 0-8 10yr3/3 none sil 2mgr mvfr as 2f .6 .8
2 8-15 10yr5/3 none sil 2fsbk mfr gw if .6 .8
3 15-33 10yr4/6 none sl 2msbk mfr gw if .6 1.0
4 33-40 10yr5/6 cif 10yr6/8 Ifs icsbk mfr cw 5 1.0
10yr6 2
5 40-68 7.5yr4/4 c2d 10yr6/6 A lmpl mfr gw 4c 6
6 68-90 10yr6/4 none vfsl impl mfr .2 .6
❑ Boring # Boring
❑ Pit 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
" Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <050 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 (R.07/00) Schmitt Soil Testing, Inc.
Page.--y- of -3
Cow by: Conducted For.
Schmitt Soil Testing Inc. Name: Gold Harvest Capital, LLC
Thomas J. Schmitt, CST 227429 Ate: 1440 Arcade St. N
1595 72nd St. City, State, Zip: St. Paul, MN. 55106
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: Pioneer Ridge
5i Lot No.. _S U
Deter 7 1.2P 1"106 Legal De=iption _/114A/4 NEU4 S20 13ON R19W
M Baddwe pit Township, County: St. Joseph, St. Croix
Bench Mark a 100.00' Top of r pvc pipe .
- 0 Aiteiwe Bench Mark EL - 73 Top of 2° pvc pipe ,
Sbpe= Contour Line EL_ Contour Line Length Scale 1° = 49
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