HomeMy WebLinkAbout032-2077-95-300 VP' -1:;1=4 #1644
.sconsin SOIL EVALUATIONS RT
• Department of Comme n\\ in accordance with Comifai6, • F i.� Page 1 of 5
Division of Safe Schmitt Soil Testing,Inc.
our
Attach complete sit plan on paper •y 8%x 11 inches in size. Plan must St. Croix
include,but not limited to:vertical -•. . •ntal reference point(BM),direction and
percent slope,scale or dimensioins,north arrow,and location and distance to nearest road. Parcel I.D.
f
032-2077-95-300
Please print all information. Re •i wed DaQje
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). U Z 2 l/2- ll
Property Owner Property Location
First State Bank And Trust Govt.Lot SW1/4,SE1/4, S14,T3ON, R2OW
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
950 N Hwy 95 3 CSM 15/4078
City State Zip Code Phone Number City E Village [ Town Nearest Road
Bayport 1 MN I 55003 I 651-439-5195 Somerset 1 Andersen Scout Camp Road
LJ New Construction Use: E Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial-Describe:
Parent material Glacial till over limestone Flood plain elevation,if applicable na ft.
General comments
and recommendations: Replacement area is suitable for a mound system. System elevation is 98.40'based off contour line
established at 97.70'.Slope of site is 3%. Depth to limiting factor is 28"
1 Boring# [1] Boring
Pit Ground surface elev. 97.90 ft. Depth to limiting factor 33 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 0-11 10yr3/2 none sil 2mgr mvfr as 2vf .6 .8
2 11-17 10yr3/4 none sil 2msbk mvfr gw 1vf .6 .8
3 17-33 10yr4/4 none sicl 3msbk mfr gw 1vf .4 .6
4 33-51 10yr4/6 m2d 10yr6/6
10yr6/2 fsl lmsbk mfr cs .2 .6
5 51-78 10yr4/4 m2d 10yr6/8
10yr6/1 sCi lmsbk mfi ---- .2 .3
El
2 Boring# Boring
Pit Ground surface elev. 97.50 ft. Depth to limiting factor 28 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 10yr3/2 none sil 2mgr mvfr as 2m,1f .6 .8
2 10-28 10yr4/3 none sicl 3msbk mfr gw 1f,1vf .4 .6
----
3 28-35 10yr3/4 c2d 10yr5/6 10yr6/2 sil 1msbk mfr gw 1f,lvf .4c .6
4 35-46 7.5yr5/6 m2d 7.5yr6/6
7.5yr6/2 fsl lmsbk mfr cs 1vf .2 .6
_
5 46-71 10yr5/4 cid 10yr6/8
10yr6/1 grcos Osg ml cs ----- 7 .1.6
6 71-90 10yr5/3 m2p 10yr7/3 SCI 1msbk mfi ---- .2 .3
7.5yr6/6
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<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 5/6/2011 715-247-2941
SBD-8330(1107/00)
Property Owner First State Bank And Trust Parcel ID# 032-2077-95-300 Page 2 of 5
Boring# Boring
■ 3 E
it Ground surface elev. 97.05 ft. Depth to limiting factor 29 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 0-14 10yr3/3 none sil 2mgr mvfr as 2f,1vf .6 .8
2 14-21 lOyr4/3 none sici 2msbk mfr gw 1vf .4 .6
3 21-29 10yr5/3 none sici lmsbk mfr gw lvf .2 .3 1
- s - 1
4 29-39 10yr5/3 c2d 10yr6/6 10yr6/1 sil lmsbk mfr gw ----- Ac .6
5 39--78 7.5yr4/6 m2d fsl Om mfi ---- ----- .2 .5
7.5yr6/2 r6/2
E Boring
4 Boring#
Pit Ground surface elev. 101.20 ft. Depth to limiting factor 24 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 10yr3/3 none sil 2mgr mvfr as 2f,1vf .6 .8
2 8-19 10yr4/4 none sici 2msbk mfr gw lvf .4 .6
3 1 10yr4/6 none scl 2msbk mfr as .4 .6
4 24+ 10yr7/4 LIMESTONE ---- 0.0 0.0
El
5 Boring# Boring
Z Pit Ground surface elev. 97.55 ft. Depth to limiting factor 30 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 10yr3/3 none sil 2mgr mvfr as 2f,1vf .6 .8
2 8-30 7.5yr5/6 none sici 2fsbk mfr gw 1vf .4 .6
7.5yr4/6 c2d 7.5yr6/6
3 30-59 7.5
Y 7 5yr6/2 grscl 2msbk mfr cs .4 .6
4 59+ 10yr7/4 LIMESTONE -------- ---- 0.0 0.0
*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.
■
Property Owner First State Bank And Trust Parcel ID# 032-2077-95-300 Page 3 of 5
6 Boring# LI Boring
Pit Ground surface elev. 97.10 ft. Depth to limiting factor 24 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 0-14 10yr3/2 none sil 2mgr mvfr as 2f,lvf .6 .8
2 14-20 10yr4/4 none sic! 2fsbk mfr gw 1vf .4 .6
3 20-24 7.5yr4/6 none scl 2fsbk mfr cs lvf .4 .6
4 24+ 10yr7/4 LIMESTONE --- ---- 0.0 0.0
Boring# D 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
❑ Boring
Boring# El 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=BOD 5<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(1.07/00) Schmitt Soil Testing,Inc.
Page 4 of 5
` Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: First State Bank and Trust
Thomas J. Schmitt, CST 227429 Address: 950 N Hwy 95
1595 72nd St. City, State, Zip: Bayport,MN 55003
New Richmond, WI 54017
Phone: 715 760-1978 I) �_ Address: 1501 Andersen Scout Camp Road
signatur ` «�4/L»-�-� Lot No. : 3 CSM 15-4078
Date S 6 ./..201/ Legal Description: SW1/4 SE1/4 S14 T3ON R2OW
• Backhoe Pit Township, County: Somerset,St.croia County
A Bench Mark 1 El. 100.00'Top of 2" PVC pipe
0 Bench Mark 2 El. 98.37' Top of 2"PVC pipe
Slope= 3% Contour Line El. 97.70' Contour Line Length 100'
Scale: 1"=40'
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