HomeMy WebLinkAbout002-1016-20-000 vrt,;.Daps er saraty and .essi YSe 2019 .OIL EV 1 Page of
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Division of Safely and : .ings e Z Z 6 y /t 107411 v�
St C'C, in nce .i SPS 385,Wis. Adm. Code
Corn-rlonIty Development County St Croix
Attach complete site pl. . ....= I :n : 1/2 x 11 inches in size.Plan must
include,but not limited to:vertical and horizontal reference point(BM),direction and ParcelL
percent slope,scale or dimensions,north arrow,and location and distance to nearest road._D - ICI i0 - Zo -000
Please print all information. R by I / / Date
Personal information you provide may be used for secondary purposes(Privacy Law.s.15.04(1)(m)). N [//.L_ / I /3�Z Z—
Property Owner Property Loca ( �+ /l.C�
Justin Morrissey Gov(.Lot na N 1/4 1/4 S 8 T 29N R I6E ■
(a)W
Property Owners Mailing Address Lot# Block# Subd.Name or CSM#
1470 12th Ave na na 75 Acres
City State Zip Code Phone Number Deity ❑vleage QTown Nearest Road
Baldwin I WI I 540M I ( 71)5-688-9696 Baldwin I 107 th Ave
ONew Construction usefl Residential I Number of bedrooms 3 Code derived design flow rate 450 GPD
❑Replacement 0 Public or commercial-Describe: na
Parent material Ridges of Ground Moraines Flood Plain elevation if applicable G t0C na ft
General comments Mound Design,system elevation 96.90f1 based on contour line elevation 95.40ft.Miniimum 18 inches of ASTM33
and recommendations: 5 C , mound sand.
I D Boring
Boring# O Pit Ground surface elev. 95-4° ft. Depth to limiting factor 18 in.
Soil Application Rale
Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EMI •ER#2
1 0-9 10yr3/4 none sil 2msbk mfr cs if .6 1.0
2 9-18 10yr4/6 none sicl 2msbk mfr cs 1 f .4 .6
3 18-30 5yr4/6 c2d 7.5yr 5/6 sc1 om mfr na na .0 .0
2 Boring# ❑ Boring 95.40 18
Lti Pit Ground surface elev. ft. Depth to limiting factor in. t
Sal Application Rale
Horizon Depth Dominant Color Redox Description Texture Structure :onsistence Boundary Roots GPD/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-9 10yr3/4 none sil 2msbk mfr cs If .6 1.0
2 9-18 10yr4/6 none sicl 2msbk mfr cs If .4 .6
3 18-30 5yr4/6 c2d7.Syr5/6 sal om mfr na its .0 .0
•Effluent#1=BOO r>30<220 mg/1_and TSS>30^<150 mg/L 'Effluent#2=BOD j<30 mg/L and TSS <30 mg/1..
CST Name(Please Print) r' gn . ` CST Number
David J Steel �/ �J 248956
Address Date Evaluation Conducted Telephone Number
1699 150th St New Richmond, WI 5/4/2019 715-760-0347
SBD-8330(RI I/11)
Justin Morrissey na 2 3
Property Owner Parcel ID# Page of
3 Boring# , Boring 92.60 20
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 GPDM '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eft#1 '=ff#2
I 0-10 I0yr3/4 none sil 2msbk mfr cs I f .6 1.0
2 10-20 10yr4/6 none sicl 2msbk mfr gw If .4 .6
3 20-30 5yr4/6 c2d7.5yr5/6 scl om mfr na na .0 .0
_ I:_
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/ft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 '`_ff#2
Boring# Boring
Ground surface elev. ft. Depth to limiting factor in.
Pit I Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft '
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
'E1fluu It i/1 =3OD 5>30<ZZO 141 and 1'SS>30 < 1501rgk1 'Effluont#2=BOD e<30 mall.and TSS <30 mg(L
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.
SSD-8330Te1(RI 1'II)
•
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Justin Morrissey 1470. 12th Ave
CST-POWTSM NE1/4,NE1/4,S8,T29N,R16W Baldwin, WI 54002
Lic. #248956 Town of Baldwin, St. Croix Co. 715-688-9696
715-760-0347 75 Acres Pending
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 norbe as shown,as permanent lot lines were not established at the
time the soil test was conducted.
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1 i Z Legend N
1"=40'
♦ = Benchmark Ele. 100.00 ft
Top of 1" PVC Pipe
'`�Q , 33 • =Alt Benchmark El 98.70 ft
S/a U• Top of 1 " PVC Pipe
0 = Borings
Boring Elevations
BI = 95.40ft
B2 = 95.40 ft
B3 = 92.60 ft
B4 = 0.00 ft
l
35'
13'
Ctz,6orr on 0.1-1l.;n
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