HomeMy WebLinkAbout030-1044-50-000 (3)
s ~ PAID
®Visconsin #1613
SOIL EVALUATION REPORT
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 5
Division of Safety and Buildings Schmitt Soil Testing, Inc.
Attach complete site plan on paper not less than 8'/2 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.
-1044-50-000
Please print all information. Rev' Date
Personal information you provide may be used for (Privacy Law, s. 15.04 (1) (m)). ` 1 O
Property Owner Property Location
Radinzel, Grant Govt. Lot SW1/4, SE1/4, Ste, T304, R19W
Property Owner's Mailing Address JUL 16 ZOOM) Lot # Block # Subd. Name or CSM#
1417 47th St. 4 CSM V 3 P811
City State PiN G 8,BN61F IE E] City ❑ Village ❑ Town Nearest Road
Houlton WI 54082 715-220-6703 St.Joseph 47Th St.
ew ruction Use: Residential / Number of bedrooms 3 Code derived design flow It _ 450 GPD
Replacement ❑ Public or commercial - Describe: C¢o (2~~ ~l~w (Q~g
Parent Glacial Drift (Santiago Series) Flood plain elevation, if applicable NA ft.
General comments
and recommendations: Area is suitable for a conventional system with a 0.4 rate. Install 4 step trenches( See site plan for
elevations of each trench). Slope of area at steepest point is 24%.
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 93.93 ft. Depth to limiting factor 112+ 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 0-9 10yr3/3 none sl 2mgr mfr CS 2vf,2m .6 1.0
2 9-18 10yr4/4 none sl 3fsbk mfr gw 1vf .6 1.0
3 18-25 10yr5/6 none sl 2msbk mfr gw .6 1.0
4 25-50 10yr5/6 none fs Osg ml gw .5 1.0
5 50-53 7.5yr4/6 none fsl 2msbk mvfr Cs .4 .8
I
6 53-112 10yr5/6 none ft Ogr ml .5 1.0
Boring # ❑ Boring
❑ Pit Ground surface elev. 95.18 ft. Depth to limiting factor 52 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
1 0-16 10yr3/3 none sl 2mgr mfr Cs 2f,2vf .6 1.0
2 16-23 10yr5/3 none sl 2fsbk mfr gw 2f .6 1.0
3 23-33 10yr6/2 none sl imsbk mfi gw 1vf .4 .7
4 33-52 10yr6/3 none sl Om mfi gw .2 .6
5 52-84 7.5yr4/4 c2d 7.5yr6/6 scl om mvfi 0.0 0.0
7.5yra/1
Effluent #1 = BOD 5> 30 < 220 mg1L 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 - 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 6/30/2009 715-247-2941
SBD-8330 (R09/00)
i
Property owner Radinzel, Grant Parcel ID # 030-1044-50-000 Page 2 of 5
3 ] Boring # Boring
Pit Ground surface elev. 92.68 ft. Depth to limiting factor 101+ 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 0-10 10yr3/3 none sl 2mgr mfr a 2vf .6 1.0
2 10-16 10yr4/4 none sl 2fsbk mfr gw 2vf .6 1.0
3 16-22 10yr4/4 none sl 3msbk mfr CS 1vf .6 1.0
4 22-30 10yr5/6 none s OSg ml a .7 1.6
5 30-48 10yr5/6 none fs OSg ml gw .5 1.0
6 48-57 7.5yr5/6 none fSl 2msbk mfr gw .4 .8
7 57-63 10yr5/4 none fs Osg ml gw .5 1.0
F a Boring # Boring
3
Pit Ground surface elev. 92.68 ft. Depth to limiting factor 101+ 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
8 63-81 10yr5/4 none vfS Osg ml gw .4 .6
9 81-90 7.5yr4/4 none grsl lmsbk mfr gw .4 .7
10 90-101 10yr5/6 none fS Osg mfr .5 1.0
FW1 E Boring # Boring
Pit Ground surface elev. 96.53 ft. Depth to limiting factor 100+ 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 0-12 10yr3/3 none SI 2fsbk mfr 6 2vf .6 1.0
2 12-17 7.5yr4/6 none SI 2msbk mfr gw 2vf .6 1.0
3 17-29 10yr6/3 none fsl 2msbk mfr gw 1vf .4 .8
4 29-49 10yr6/4 none fs Osg ml gw .5 1.1
5 49-68 10yr6/4 none fSl 2msbk mfr gw .4 .8
6 68-100 7.5yr4/4 none grsl lmsbk mfr .4 .7
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <_150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS -i_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.
ssn-8330 (K07/00) Schmitt Soil Testing, Inc.
Property Owner Radinzel, Grant Parcel ID # 030-1044-50-000 Page 3 of 5
Fs] M Boring # ❑ Boring
Pit Ground surface elev. 98.88 ft. Depth to limiting factor 101+ 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 0-9 10yr3/3 none sl 2mgr mfr a 2vf .6 1.0
2 9-19 10yr4/4 none Is icsbk mfr is ivf .7 1.6
3 19-60 10yr6/4 none Ifs lcsbk mfr gw .5 1.0
4 60-67 7.5yr4/6 none fsl 2msbk mfr gw .4 .8
5 67-101 10yr6/4 none fs Osg ml .5 1.0
FW1 M Boring # ❑ Boring
Pit Ground surface elev. 81.93 ft. Depth to limiting factor 39 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 *EM
1 0-11 10yr3/2 none sil 2mgr mfr gw 2f,2vf .6 .8
2 11-20 10yr3/4 none A 2msbk mf gw lvf .6 .8
3 20-39 10yr5/6 none scl imsbk mfr gw 1vf .2 .3
4 39-62 10yr6/3 c2d 10yr6/8 sl Om mfi cs 2 6
10yr6/1
5 62-84 10yr5/4 c2d010yr3/6 sl imsbk mfr gw 4 7
6 84-96 7.5yr4/4 m2d 7.5yr6/8 sl Om mfi 2
7.5yr5/2 •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 = BOD5> 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-8330 (R.07/00) Schmitt Soil Testing, Inc.
Page yof S"
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Grant & Mary Jo Radinzel
Thomas J. Schmitt, CST 227429 Address: 1417 47th St.
1595 72nd St. City, State, Zip: Houlton, WI 54082
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: CSM Vol 3 Page 811
signature, Lot No.: 4
Date a, / .36 / -2dc Legal Description: SWl/4 SEl/4 S20 T30N R19W
■ Backhoe pit Township, County: St. Joseph, St. Croix County
S Bench Mark El. 100.00' Top of retaining wall block east end of retaining wall
0 Alternate Bench Mark El. ` W, W Top of vent pipe on existing drainfield
Slope= 24%
Scal 1" = 40' AzrA L 4- L~WL~
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