HomeMy WebLinkAboutCST-2022-252 020-1044-60-00000 Wisconsin Departmen and Professi, npIsSeryjces r Page 1 e
Division of Industry Se - , --Iu J` 1- .-_ —
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2� 2022 OIL EVALUATION REPORT
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!&lIn accordan with SPS 385, Wis. Adm. Code County
St. Croix
r;p!ete site plan go kk n-a 1-/2x 1�4rection
es in size. Plan must include,but not limited to: vertical aTel �r tce pOfri and percent slope, Parcel I.D.
scale or dimensions, northibrr-in-cl-distance to nearest road. 020-1044-60-000
Please print all information. Reviewed by
Personal information you provide may be used for secondarV Durposes Priva Laws 15 04 1 m
Property Owner
Fristad Family Trust - Mark E. Stahnke
Property Owner's Mailing Address
City
Hudson
State Zip Code
WI 54016
Property Location
Govt. Lot SW '/. NW '/4 S 19 T 29 N R 19 E (or) W
Lot # Block # Subd. Name or CSM#
na Na Na
Phone Number ❑ City ❑ Village ® Town Nearest Road
Hudson Tamarack Ln.
Ref#2702
jo
I ILI -ew �,onstrucuon use: l2y Residential /Numberof bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Glacial Outwash Flood Plan elevation if applicable na ft.
General comments and recommendations: Site suitable for In -ground POWTS with 0.4 gpd/sq/ft. design loading rate. Recommended system infiltrative
surface elevation to be determined at time of sytem design.
I
E
Boring #
❑ Boring
® Pit Ground surface elev. 96.05 ft.
Depth to limiting factor >107 in.
Soil Application Rate
r z Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
'Eff#2
1
0-14
1Oyr3/2
none
fsl
2fgr
ds
gs
2fmc
0.4
0.8
2
14-31
1Oyr3/3
none
Ifs
Osg
dl
gs
2fm1c
0.5
1.0 1
3
31-90
1Oyr4/4
none
Ifs
Osg
'dl
cw
1fm
0.5
1.0
4
90-107
1Oyr5/4
none
s
Osg
dl
0.7
1.6 i
J
I 2 Boring #
❑ Boring
® Pit Ground surface elev. 97.30 ft.
Depth to limiting factor >106 in.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
-- ---. ----._...._-_ -A
GPD/Ft2
'Eff#1
'Eff#2
1
0-11
10yr3/3
none
sl
2fgr
mvfr
cs
2fm1c
0.6
1.0
2
11-26
1Oyr3/4
none
Is
Osg
dl
cw
1fmc
0.7
1.6
3
26-50
1Oyr4/4
none
s
Osg
ml
a
1fm
0.7
1.6
4 50-56
7.5yr4/4
none
Ifs
Osg
dl
a
1vf
0.5
1.0
5 56-68
10yr5/4
none
gr s
Osg
dl
aw
0.7
1.6
6
68-80
10yr3/6
none
sl
Om
mvfr
aw
0.4
0.7
7
80-106
10yr5/4
none
s
Osg
dl
0.7
1.6 j
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CST Name (Please Print)
Signature
CST Number
James K Thompson
30021
Address
Date Evaluation Conducted
Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413
September 30, 2022
715 248-7767
ZjBU-6330 (R04/15)
r-
i 3 Boring #
® Boring
❑ Pit Ground surface elev. 95.19 ft.
Depth to limiting factor >107 in.
Soil ADDlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2_
'Eff#1
_
*Eff#2 �
1
0-10
10y3/3
none
fsl
2fgr
dsh
cw
2fmc
0.4
0.8
2
10-26
10yr4/3
none
Ifs
Osg
dl
cw
2fm1 c
0.5
1.0
3
26-90
10yr4/4
none
Ifs
Osg
dl
aw
1fm
0.5
1.0
4
90-107
10yr5/4
none
s
Osg
dl
-
0.7
1.6
F-1
Boring #
❑ Boring
❑ Pit Ground surface elev. ft.
Depth to limiting factor in.
Soil Application Rate
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
-I
1
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
*Eff#1
*Eff#2
* Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30:5 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L
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