HomeMy WebLinkAbout030-2056-30-000 (2)
vis SOIL EVALUATION REP p A I D #1651
EIV ED n accordance with Comm 85, Wis. Ac> a Page 1 of 3
Department o Com
Division of Sa ty and Buildings Schmitt Soil Testing, Inc.
~a County
Attach completes' plan qrI Map n'pt~6than 8' x 11 inches in size. Plan must St. Croix
include, but not lim ad to: (aI and horizontal ref rence point (BM), direction and
percent slope, seal or dirrfp~r ip6dl1104tw, location and distance to nearest road. Parcel I.D.
N QFFICT 056-30-000
PLOW" .on. Revie B Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). w/~
Property Owner Property Location
Jahns, Lucille/Ronald Hill Sr. Govt. Lot NE1/4, SW1/4, S27, T30N, R20W
Property Owner's Mailing Address Lot # Block # Su. Name or CSM# ~
1354 Egard St. 3 6 V
City State Zip Code Phone Number ❑ City ❑ Village X Town rest Road
Houlton WI 540821 -1 St.Joseph Egard St.
❑ ction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 D
Replacement ❑ Public or commercial - Describe:
Parent material Outwash, Stream terrace Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 99.50' based off contour line established at
99.0'. Slope of area is 1.5%. Depth to limiting factor is 32".
F 1-1 Boring # Boring
❑ Pit Ground surface elev. 99.0 ft. Depth to limiting factor 32 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 10yr3/3 none sl 2mgr mvfr as 2m,2f .6 1.0
2 11-25 10yr4/6 none fsl 2msbk mvfr gw 1vf .4 .8
3 25-32 10yr5/6 none fsl 2msbk mvfr gw .4 .8
4 32-40 10yr5/6 c 0yr6/8 Ifs lcsbk mvfr gw 5 1.0
10yr6/2
5 40-53 7.5yr4/6 m2d 10yr6/6 sicl lmsbk mfr gw 2 3
10yr6/2
6 53-64 5yr4/4 map 10yr6/8 fsl Om mfi .2 5
7.5 r6 2
2] Boring # ❑ Boring
Pit Ground surface elev. 99.05 ft. Depth to limiting factor 34 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
1 0-11 10yr3/3 none sl 2mgr mvfr as 2m,2f .6 1.0
2 11-23 10yr4/6 none fsl 2msbk mvfr gw ivf .4 .8
3 23-34 10yr5/6 none fSl lmsbk mvfr gw lvf .4 .8
4 34-50 7.5yr4/6 c1d 10yr6/6 Ifs lcsbk mvfr Cs .5 1.0
10yr6/3
5 50-66 10yr6/3 m2d 10yr6/8 sil Om mfi gw 0.0 0.0
10yr6/1
6 66-72 5yr4/4 m3p 10yr6/8 sl Om mfi .2 .5
7.5 r6 2
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_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 7/26/2011 715-247-2941
SBD-8330 (R.07/00)
Property Owner Jahns, Lucille/Ronald Hill Sr. Parcel ID # 030-2056-30-000 Page 2 of 3
[-3 Boring # Boring
98,70 ft. Depth to limiting factor 35 in.
Ground surface elev. 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 0-11 10yr3/2 none sl 2mgr mvfr as 2m,2f .6 1.0
2 11-22 10yr4/6 none Ifs icsbk mvfr gw ivf .5 1.0
3 22-35 10yr5/6 none fsl lmsbk mvfr gw .2 .6
4 35-41 10yr4/4 c1d 10yr6/8 fsl lmsbk mfr gw 2 6
10yr6/2
5 41-55 5yr4/4 m2d 10yr6/6 scl Om mfr 0.0 0.0
1 r6/2
t-- I I t
❑ Boring # ❑ Boring
E 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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2
❑ 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 *EM2
* 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) Schmitt Soil Testing, Inc.
Page 3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Johns, Lucille/Ronald Hill Sr.
Thomas J. Schmitt, CST 227429 Address: 1354 Egard St.
1595 72nd St. City, State, Zip: Houlton, W154082
New Richmond, WI 54017
Phone: 71 50-1978 PID: 030-2056-30-000
Signature N Lot No. 3
Date Legal Description: NE1/4 SW1/4 S27 T30N R20W
■ Backhoe Pit Township, County: St. Joseph, St. Croix County
A Bench Mark 1 El. 100.00' Top of 2" pvc pipe
A Bench Mark 2 El. 99.30' Top of 1 1/2" pvc pipe
Slope= S"% Contour Line El 99.0' Contour Line Length 75'
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