HomeMy WebLinkAbout030-1048-70-140 (2) . • ^ �/ CST-ao+� - a6 _
DepartmenRECE RECEIVED
#1921
` e SOIL EVALUATION REPORT
Sp Safety and ordance with Comm 85,Wis.Adm.Code Page 1 of 4
Professional Servicf3EC 1 9 Fr Schmitt Soil Testing,Inc.
Attach complete site plan on paperS5i. aajN-1 size. Plan must County
?( St. Croix
include,but not limited to:vertiUt point(BM),direction and
percent slope,scale or dimensfbfti n rth arrow,and location and distance to nearest road. Parcel I.D. 4
030 0 0-1140
Please print all iatin.
[[--��,, Reviewe y Date
Personal information you provide mz •• `- s.15.04(1)(m)). 3/iR'Property Owner ZV2X69ZETXNQP pertyLocationVV
Schottler,Thomas M. Govt.Lot N 1/4, 1/4, S22,T30N, R19W
Property Owner's Mailing Address Lot# Block# Subd.Name r CSM# 1 O1A28O$
610 148th Ave. 4 CSM ZS—(o z3
City State Zip Code Phone Number City El Village Fl Town Nearest Road
Somerset i WI 1 54025 i 715-781-9050 St.Joseph I 150Th Ave.
_-'il New Construction Use: i` `'. Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
H_j Replacement _ , Public or commercial-Describe:
Parent material Outwash Sand (Chetek-Onamia Series) Flood plain elevation,if applicable NA ft,
General comments Area is suitable for a conventional system with a 0.5 gpd/sgft rate. Possible system elevation for Area 1 is 94.5'(High trench)and
and recommendations: 93.6'(low trench). Slope of area is 14%. >e
[J Boring 7
1 Boring# Pit Ground surface elev. 98.23 ft. Depth to limiting factor 110+ 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 sil 2mgr mvfr as 2vf 0.6 0.8
2 12-24 7.5yr4/6 none sicl 2msbk mfr gw 1vf 0.4 0.6
3 24-36 7.5yr5/6 none vfsl 2msbk mfr gw 1vf 0.4 0.8
4 36-65 10yr5/6 none Ifs lcsbk mvfr cs 0.5 1.0
5 65-110 10yr6/4 none s Osg ml ---- 0.7 1.6
--T
5 ,I --
2 Boring# u Boring 46 /
E Pit Ground surface elev. 9 .23 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture 1 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 2mgr mvfr as 2vf 0.6 1.0
2 9-16 7.5yr4/6 none grsl 2msbk mfr gw 1vf 0.6 1.0
3 16-32 7.5yr4/4 none grls Osg ml gw 1vf 0.7 1.6
4 32-110 10yr6/4 none grs Osg ml ---- 0.7 1.6
411/" !Alr—i It
4Rt
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<1 0 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature: .-._v CST Number
Thomas J. Schmitt .� /,Z 227429
Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number
1595 72nd St.New Richmond,WI 54017 12/14/2017 715-760-1978
SBD-8330(R 07/00)
Property Owner Schottler,Thomas M. Parcel ID# Part of: 030-1048-70-105 Page 2 of 4
❑Boring
3 Boring# E Pit Ground surface elev. 93.33 ft. Depth to limiting factor 105+ 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 0-10 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0
2 10-16 7.5yr4/4 none grsl 2msbk mfr gw 1vf 0.6 1.0
3 16-24 7.5yr4/6 none vgrs Osg ml gw 1vf 0.7 1.6
4 24-36 7.5yr5/6 none grs Osg ml gw 0.7 1.6
5 36-105 10yr6/4 none grs Osg ml ---- 0.7 1.6
I
93,j---
Boring
Boring# Pit Ground surface elev. ft. Depth to limiting factor in.
❑ Soil Application Rate
Horizon 1 Depth Dominant Color Redox Description Texture Structure Consistence Boundary 1 Roots GPD/ft2
1 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
Boring
Boring# 1
Pit Ground surface elev. _____ Depthlimiting in.
ft. to factor 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=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.
Page3of4
Conducted by: Conducted For:
Schmitt& Sons Excavating, Inc.. Name: Thomas M.Schottler
Thomas J. Schmitt, CST 227429 Address: 610 148th St.
586 Valley View Trail City, State, Zip: ' ornnersci,y''I 54025
Somerset,W 154025
Phone: 715- 6 -1978 PID: Part of: 030-1048-70-105
J
Signature. " -' . < =— Lot No. : 4 CSM Pending Approval
Date "� l5i ' Legal Description: NW1/4 NW1/4 S22 T30N R19W
■ Backhoe Pit Township, County: St.Joseph,St.Croix County
A Bench Mark 1 El. 100.00'Top of NE Lot corner Pipe(1 1/4"steel pipe)
A Bench Mark 2 El. 94.07'Top of NW Lot corner Pipe(1 1/4"steel pipe)
Slope= 14%
Scale 1"=60'
N
NOTE: For full view of Lot see Aerial Photo(Page 4 of 4)
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