HomeMy WebLinkAbout038-1049-45-500
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De "CtIVEMOIL EVALUATION REPORT #1812
r S P: S in accordance with Comm 85, Wis. Adm. Code age 1 of _4----
Professional Services Schmitt Soil Testing, Inc.
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Attach complete site plan on A pap Per not less than 8%x 11 inches in size. Plan must County St. Croix • 3t 0~ SU
include, but not limited 41easre~print ~ i(" ference point (BM), direction and -
percent slope, scale or yq[5 ~~~"ation and distance to nearest road. Parcel L--C~`J o ! .,,:i-~5 a 3 u
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all information. 945-000
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Property By DtPersonal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
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Owner Property Location
Edin, Joel Govt. Lot NW1/4, E1/4, S11, T31N, R18W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
2232 127th St_ 5 CSM Pending Approval
City State Zip Code Phone Number City Village ; Town Nearest Road
New Richmond WI 54017 715-248-3309 Star Prairie 22Z9727Th St.
New Construction Use: j> 1 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
! Replacement Public or commercial - Describe:
Parent material Outwash Sand (Burkhardt Series) Flood plain elevation, if applicable _ NA ft.
General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is 94.90'. Slope of site is
and recommendations: 1%
; f Boring
Boring # Pit Ground surface elev. 98.98 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 0-8 10yr3/2 none sl 2mgr mvfr as 2vf 0.6 1.0
2 8-16 7.5yr4/6 none grsl 2msbk mvfr gw 1vf 0.6 1.0
3 16-27 10yr5/6 none vgris icsbk mvfr as lvf 0.7 1.6
4 27-57 10yr6/4 none grs Osg ml as 0.7 1.6
5 57-100 10yr6/4 none grcos Osg ml 0.7 1.6
2 Boring #
F L-J! 1 Boring
Pit Ground surface elev. 98.03 ft. Depth to limiting factor 104+ 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 sl 2mgr mvfr as 2vf 0.6 1.0
2 12-25 10yr3/5 none grsl 2msbk mvfr gw 1vf 0.6 1.0
3 25-54 10yr6/4 none grs Osg ml cs lvf 0.7 1.6
4 54-104 10yr5/4 none grcos Osg ml 0.7 1.6
Effluent #1 = BOD? 30 < 220 mg/L and TS >30 J1 50 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS -5-30 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 St. New Richmond, WI 54017 3/28/2016 715-760-1978
SBD-8330 (R-07/00)
Property Owner Edin1 ]oel_ _ _ Parcel ID # - Part of: 038-1049-45-000 Page _2 of 4
Boring
3 Boring # Pit Ground surface elev. ___9$•98 -ft. Depth to limiting factor 102+ in. Soil Application Rate
• Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP_D/ft2 _
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2
1 0-12 10yr3/2 none sl 2mgr mvfr as 2vf 0.6 1.0
2 12-19 7.5yr4/3 none sl 2msbk mfr as 1vf 0.6 1.0
3 19-46 10yr5/6 none grcos Osg ml as lvf 0.7 1.6
4 46-57 10yr6/4 none s Osg ml cs - 0.7 1.6
5 57-61 7.5yr4/6 c2d 7.5yr6(1 vfsl 2msbk mvfr as 0.4 0.8
6 61-102 10yr6/4 none grs Osg ml 0.7 1.6
The redox features in horizon 5 are caused by tension saturation conditions. Seasonal saturation is NOT an issue here. The very fine sandy loam
holds the water until it is completely saturated before gravity moves the water to the sand below.
Boring
F4 Boring # Pit Ground surface elev. _ 988-- ft. Depth to limiting factor 99+ 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#i *Eff#2
1 0-12 10yr3/3 none sl 2mgr mvfr as 1vf 0.6 1.0
2 12-23 7.5yr3/5 none grsl 2msbk mvfr gw lvf 0.6 1.0
3 23-36 10yr5/6 none grs Osg ml cs 0.7 1.6
4 36-99 10yr6/4 none grcos Osg ml 0.7 1.6
Boring
F-1 I 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. *E_ff#1 *Eff#2
I
* Effluent #1 = BODS> 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 (R.07/00) Schmitt Soil Testing, Inc.
Page 3 of 4
Conducted by: Conducted For:
Schmitt & Sons Excavating, Inc.. Name: Joel Edin
Thomas J. Schmitt, CST 227429 Address: 2232 127th Street
586 Valley View Trail City, State, Zip: New Richmond, WI 54017
Somerset, W 154025
Phone: 715-760-1978 PID: Part of: 038-1049-45-000 1,4 Signature _ Lot No. CSM Pending Approval
Date .S -290/ Legal Description: WI/4 SEi/4 Sil T31N R18W
Backhoe Pit Township, County: Star Prairie, St. Croix County
A Bench Mark 1 El. 100.00' Top of 2" PVC Pipe.
Bench Mark 2 El. 95.87' top of 1" steel lot corner Pipe ( NW lot corner)
Slope= 41%
Scale 1"= 40'
am '03 BM
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SECTION 11 - - SHEET 1 OF 2