HomeMy WebLinkAbout020-1374-25-100 lot 26Visconsin Departm=n,
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Division of IndustrySOINNALUATION
REP RTrdance
with SPS 385, Wis. Adm. Code
County
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scale or dimensions, north arrow, and location and distance to nearest road.
020-1 4-25
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Ref#2534
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Property Owner
Property Location
/
El'Gary
Zappa Rev. Living Trust
Govt. Lot 3 % NESW %
S 12 T AIN R 20
E (or) W
Property Owner's Mailing Address
Lot # lei
Block #
Su . Name or CSM# 340,i51
750E Sand Hill Pt. N
-9atbt* 2 (D
na
I Plat of Starr Wood
J01&388
City State Zip Code
Phone Number
❑ City ❑ Village
® Town
Nearest Road
Hudson WI 54016
715 760-5070
Hudson
River Heights Tr
® New Construction Use: ❑ Residential / Numberof bedrooms 4 Code derived design flow rate 600 GPD Z Q, k btJ l^ ZQvt Q_
❑ Replacement ❑ Public or commercial — Describe:
60-P Parent material Glacial Outwash Flood Plan elevation if applicable na ft.
General comments and recommendations: Site suitable for In -ground POWTS with 0.5 gpd/sq/ft. design loading rate. Lowest Ho ' n Toall tpros contain
1/2" - 2" bands of 10yr4/4 Its spaced at 5" - 29
_ Pit JfAt�la..n
i 1 I Boring # ❑ Boring
I—J ® Pit Ground surface elev. 97_25 ft.
Depth to limiting factor >137 in.
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
0-3
10yr3/3
none
Is
2fgr
di
cs
2fm1c
0.7
1.6
2
3-12
1Oyr3/4
none
Ifs
Osg
di
cw
2fmc
0.5
1.0
3
12-24
10ry4/4
none
fs
Osg
ml
cw
lfmc
0.5
1.0
4
24-69
1Oyr6/4
none
fs
Osg
ml
cw
1fm
0.5
1.0
5
69-137
1Oyr6/4
none
Is
Osg
ml
0.5
1.0
2❑ Boring # ❑ Boring
® Pit Ground surface elev. 90_10 ft. Depth to limiting factor >140" 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/FF
'Eff#1
+Eff#2
1
0-3
1Oyr3/4
none
sl
2fgr
mvfr
cs
lvf,fm
0.6
1.0
2
3-12
1Oyr4/4
none
Is
Osg
ml
cw
2fmc
0.7
1.6
3
12-26
1Oyr4/4
none
IS
osg
ml
cw
1fmc
0.5
1.0
4
26-40
1Oyr4/6
none
s
0sg
ml
gw
1151,11
0.7
1.6
5
40-58
7.5yr4/6
none
grsl
1msbk
mvfr
cw
tfm
0.4
0.7
6
58-140
1Oyr4/6
none
fs
Osg
ml
0.5
1.0
+ Ffnuant iti v Rrlr) > 4n < 99n mnn rnnrr TRQ > in d i6D romi / + CAi,.n.d 49 - Onn , zn a 99n .... Al —A TQc , 4n e i an --11
CST Name (Please Print)
Signa
CST Number
James K. Thompson
30021
Telephone Number
Address
Date Evaluation Conducted
340 Paulson Lake Lane, Osceola, WI 54020-5413
July 8, 2019
715 248-7767
513D-8330 (R04115)
's Boring # ❑ Boring
`
® Pit Ground surface elev. 97_43 ft. Depth to limiting factor >139" in.
And Annlirafinn Rafe
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIFt
'001
'Eff#2
1
0-3
10yr3/3
none
Is
2fgr
dl
cw
2fm1c
0.7
1.6
2
3-15
10yr4/4
none
Ifs
Osg
dl
gw
2fmc
0.5
1.0
3
15-42
10yr4/4
none
its
Osg
ml
cw
2fmlc
0.5
1.0
4
42-139
1Oyr4/6
none
I fs
Osg
ml
0.5
1.0
❑ Boring # ❑ Boring
❑ Pi[ Ground surface elev. ft.
Depth to limiting factor in.
Soil Aoolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ff
'Eft#1
'Eti#2
❑ Boring # [I El
❑ Pit Ground surface elev. ft.
Depth to limiting factor in.
Snil I Annilina inn Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Fe
'Eff#1
`Eft#2
` Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L ` Effluent #2 = BOD, > 30 < 220 mg/L and TSS > 305 150 mg/L
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