HomeMy WebLinkAbout024-1015-30-300 2, • [ EC SVIED ' aoa(— 3In
VVis.Dept.of Safety and . :..; y a2021 •OIL E! .:i-t510 � �ST ORT �1 Page 1 of 3
Division of Safety and B .trigs ,s�, )7yf fy
S(. Grd(k ,
1ce C- -� .Wis. Adm. Code Ca r
/!
a-velOipme� Canty St Croix
Attach complete site . . r.; : •. ,--• . .• : /2 x 11 inches in size.Plan must
include,but not invited to - . and horizontal reference point(BM),direction and Pane l,D.?n v'f C'F
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Q24-//I j- -O
Please print all information. Reviewed Date
Personal information you provide mar be used for secondary purposes(Privacy Law.s.15.04(1)(m)). file 1 1 ( I / ) `
Properly Owner Property Location ❑ p
Chritsan Hanson Govl Lot NW 1/4 NE114 S 9 T 2"8�N R 17E(or)W
Property Owner's Maiing Address Lot# Bbdi# Subd.Name or CSIRM pp}wi•'
P.O.Box 487 3 na CSI�15.89 Acres
Stale Zip Code Phone Number ErliVOVIag8 Drown Nearest Reed
Hammond WI 54015 612-940-7632 Pleasntu Valley 1 County Rd Z
I I I (
0 New Construction Use 0 Residential al/Number of bedrooms 4 Code derived design Sow rate 600 GPO
DReplacement D Pubic or commercial-Desa)be: na
Parent material Heavy Loam Till Flood Plain elevation if applicable na ft
General cormheils Mound design,system elevation 101.0011 based on contour line elevation 99.50ft.Minimum 18 inches of Mound
and reoornme cations: sand.
1 D Boring
Boding# Q Pit Ground surface elev. 99.50 19
IL Depth to g factor in. , Sod Application Ram
Horizon Depth Dominant Color Redox Description Texture Structure .onsisleroe Boundary Roots GPO/ft 2
in. Monad Qu.Sz. Cont.Color Gr.Sz.Sh '.1f#1 VFW
I 0-6 10yr3/1 none sil 2msbk mfr cs 2c .6 .8
2 6-10 10yr4/4 none sicl 2msbk mfr cs If .4 .6
3 10-19 7.5yr4/4 DOne sicl 2msbk mfr cs na .4 .6
4 19-28 7.54yr4/4 c2d7.5yr5/6 sicl 2msbk mfr na na ,4 .6
2g# ❑ Boring 99.50 19
Borin
0 Pit Ground surface elev. ft. Depth to uniting factor in. Sol APPMoition Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/S '
in. Munsei Qu.Sz. Cont.Color Gr.Sz.Sh. n1f#1 ift#2
I 0-8 10yr3/t none sit 2msbk mfr es 2c .6 .8
2 8-10 I0yr4/4 MAC sicl 2msbk mfr cs If .4 .6
3 10-19 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6
4 19-27 7.5yr4/4 c2d7.5yr5/6 Sc1 2msbk mfr na na .4 .6
•Effluent#1=BOD >30<220 mg&and TSS>30 <150 mgiL •BSueit#2=BOD s<30 mg/L and TSS <30 mg&
CST Name(Please Print) ----? CST Number
David J Steel , � 248956
Address Date Evaluation Conducted Telephone Number
1699 150th st New Richmond WI,54017 9-13-21 715-760-43347
SBD-8330(RI 1/I 1)
Christian Hanson 2 3
Property Owner Parcel ID# Page d
3 Boring# � Boring 1A9 97.70 18
0 pit Ground surface elev. R Depth b fmili g lector in. Sol Acqiicabon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rooms GPDfI '
in. Manuel Qu.Sr. Cont.Color Gr.Sr.SR •=.t►k1 '`df#2
1 0-6 10yr3/1 none sil 2msbk mfr cs 2c .6 .8
2 6-10 10yr4/4 none sicl 2msbk mfr es I f .4 .6
3 10-18 7.5yr4/4 none sicl 2msbk mfr cs na A .6
4 18-28 7.5yr4/4 c2d7.5yr5/6 scl 2msbk mfr na na .4 .6
Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor n. got Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/lt '
in. Murleel Qu.Sr. Conti Color Gr.Si.Sh. '1E11#1 131#2
Boring# 'Ed Bc ng
Pit Ground surface elev. ft Depth b kiting factor in.
Sod Application Rale
Horizon Depth Dorr ireM Color Redox Description Texture Structure Consistence Boundary Roots GPDAt a
in. M nsel Qu.Sr. Cont.Color Gr.Si.Sh. •E1f#1 'Ell#2
•Effluent#1=BOD ,>30<220 mgiL and TSS>30<150 rn •Effluent#2=BOO ,<30 molt and TSS<30 molt
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.
SOD.8330Tcs1(RII/11)
•
• STEEL'S SOIL SERVICE 3 of 3
David J. Steel Christain Hanson P.O. Box 487
CST-POWTSM NW1/4,NE1/4,S 9,T28N,R17W Hammond, WI 54015
Lic. #248956 Pleasant Valley, St. Croix Co.
715-760-0347 CSM 5.kp acres, lot 3
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
1"=40'
♦ = Benchmark Ele. 100.00 ft
Top of 3/4" PVC Pipe
• = Alt Benchmark f 100.40 ft
Top of 3/4 " PVC Pipe
= Borings
Boring Elevations
B1 = 99.50 ft
B2= 99.50 ft
Y20411 B3 = 97.70 ft
B4 = 0.00 ft
51-[\(
Ctr 22A 5e
13
(4s
J �
VY
i 0 ?" /3—z02.1
4 vv .
NO0°17'141011
CtiRVF 714.02'
cvRiT'
NOO°17'14
368
�_ 367
m N N CUR N00°17'14'
SI z
cn
� w ro
C C w 8
pU) 00) cn
zpzp N
Z N N
2i O
5 5 ...I - r N r -
= c1SCn CNC6
0
.< CD - 134' N _ ' I iii y
132' cn .1 in N
0
0
(C., N m > O >
91' w * X * X
N > m > m
w -< Cn -< Co
A
—
W
cfl -ZZ0
,L
0,
}t ZS �� 7 ��,
56ciYC �ZvoZ ��J��n "�tS'ti
� �� �a� 1� O 1 7�}1�"
.9� CM Z�.Z ' <J S(
LOT II OF C.S.M. rR
VOL. 13, Peo 36011