HomeMy WebLinkAbout026-1050-20-000 V CST- a a - 58
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Wis.Dept.of Safety ass7`ill SOIL • TI 1 :'ORT
Division of Safety and ildings ir% ' Page of
ND Olioance ttISPs3; rr� ri •r••
a Corny St Croix
Attach complete site an on paper not less thapn,8 1/2 x 1 inches in size.Plan must
include,but not limits to:vertic aotflii riz6Hta1'r f point(BM),direction and Parcel I.D. ✓•1' I1A-I(K n - d9 -�
percent slope,scale o dirr i d0 lion and distance to nearest road. ll "w V
Pleasea brunt all InecoormaUon. r7 by Date
l 1,
Personal mlonnaUon you provide may be used for secondary purposes(Privacy Law,S. 15.04(1)(m)). 1.. I I i N
ProperyOwner Property Location
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Polfus ACRE, LLC Stanton Govt Lot SW 1/4 S %1/4 s 17T 30y9 R 18E(or❑) ❑
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Property Owners Mailing Address Lot# Block# Subd.Name or CSM# (i,/�01
P.O. Box 12004 I na 111 S I
City State Zip Code Phone Number I:piy Village Down Nearest Road
Aspen CO 81612 919-878-8043 1 100th St
1 1 I ( ) Richmond
0 New Construction Use in Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
❑Replacement In Public or commercial-Describe: na
Parent material Outwash Plains S}f VI' Flood Plain elevation if applicable na ft.
General comments Conventional system,system elevation 99.2011.Trenchs spaced and depth to code 36 inches below grade.
and recommendations:
I # ❑ Boring
Boringill Pit Ground surface elev. 99-30 ft. Depth to limiting factor 120 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •:ff#1 •Eff#2
I 0-7 I0yr3/2 11011C sit 2msbk dfr cs 2c .6 .8
2 7-20 I0yr4/4 none sicl 2mshk dfr cs 2c .4 .6
3 20-36 7.5yr4.4 none cos 2msbk dl cs na .7 1.6
4 36-120 7.5yr4/6 pen` ms osg ml na na 7 1.6
2 erg# ❑ Boring 99.30 120
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. •Eff#1 'Eff#2
I 0-6 I0yr3/2 11011C sil 2msbk dfr cs 2c .6 .8
2 6-18 10yr4/4 none sic! 2msbk dfr cs lc .4 .6
3 18-36 7.5yr4/4 none cos osg dl cs na .7 1.6
4 36-120 7.5 yr4/6 none
> ms osg ml na na .7 1.6
•Effluent#1 =BOD ,>30<220 mg/L and TSS>30 <150 mg/L •Effluent#2=BOO :<30 mg&L and TSS<30 rrxyL
CST Name(Please Pnnt) igna CST Number
David 1 Steel
(�� � 248956
Address Date Evaluation Conducted Telephone Number
1699 150th St New Richmond, WI 54017 10-21-2022 715-760-0347
SBD41330(RI I/11)
Nails A(iRE, LLC Stanton 2 3
Property Owner Parcel ID# Page of
3 Bonny# ❑ Bonny 102.20 120
QPit Ground surface elev. ft Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft '
in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. ';ff#1 '4,Eft#2
1 0-10 10yr3/2 none sil 2mshk dfr es 2c .6 .8
2 10-30 7.5yr4/4 none cos osg dl es na .7 1.6
3 30-120 7.5yr4/6 none ms osg ml na na .7 1.6
Boring# H Bonny
pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 '`_ff#2
Boring II
S 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/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
•Effluent#1 =BOD ,>30<220 rngiL and TSS>30 <150 mgfL 'Effluent#2=BOO ,<30 mg&L and TSS<30 mgtL
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay.
SI1RN 110To1 IR I III)
•
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Polfus AGRE,LLC Stanton P.O. Box 12004
CST-POWTSM SW1/4,SW1/4,S 17,T30N,R181 Aspen, CO
Lic. #248956 Town of Richmond, St. Croix Co. 81612
715-760-0347 CSM , lot 1
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown,as permanent lot lines were not established at the
time the soil test was conducted.
Legend N
= 40'
♦ = Benchmark Ele. 100.00 ft
Top of 2" PVC Pipe
• = Alt Benchmark 1: 100.00 ft
Top of 2 " PVC Pipe
= Borings
/41(41
Boring Elev.tions
(P4)
/ B1 = 99.30
B2 = 99.31 ft
St< 11 B3 = 102 Oft
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