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Wisconsin Department of Safety & Professional Services
Division of Industry Services
I5 '?.: !t; I ¥ y !n'S,R-OOZJO ^
FEB 7. I 2025 B
SOIL EVALUATION REPONyelcl cy ^r^ ^-
Page 1 _or_l
''.-.,„ „.;,. -• ' In accordance with SPS 385, Wis. Adm. Code
Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include,but not limited to vertical and horizontal reference point (BM), direction and percent slope,
scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information.
Personal information you provide may be used (or secondary purposes (Privacy Law, s. 15.CM(1)(m)).
County BASHEU>
Parcell.D. T^ 'P: ^Wfcl6'^H t0 *?2.0 1600
Date^^2.12K
Property Owner
^IAH>U. S^AFT
Property Location
Govt.Lot I -. '/< —% s T^5 N R Olr
D
G^m) W
Property Owner's Mailing AddressH^W f^&fi^ P(»lNT ^AK>Site Address or CSM and Lot #;
(S^M.C)
City. State, Zip
C-ASLe, \^}i 5^2.1
Phone Number(^2)2.7^<W D City . D Village B Town Nearest Roa^Se^k i^iirfT RofiS>
Code derived desiandowrate 'tfSO GPD
Flood Plan elevation if aDp)icable_ AW ft.
Q New Construction Use: 0 Residentiat/Numberof bedrooms
P Replacement d Public or commercial - Describe:
Parent material SAk)0>( (o^&.Wj£X^- tillParent material 5Ak)0>{ < 0<hsie.n\£XT" Till _ . . _. na&7 I
General comments and recommen^aUons: AA^mn S<(STQ^ - ^<v^^. 7_l-^ ^.^mp^^rA--@&'< •'<^- .T,.,_ i(f^f^e, <-<.-T.) eysri^a _M^Wa-wtt^^ _.?iy.'6_.__j
Boring #D Boringa ra -ft-Depth to limiting factor 2-z- in. / elev.^^Sjt./~X5^.
Horizon
/
2.
3T
Depth
In.
6-^
?-(5
(•5-2A
l.-i.-SD
Sffmf- <f
Dominant Color
Munsell
^mz.ff/t
7.5W<
T.SYR^
,^V^/M
Jcsb-s
Redox Description
Qu. Az. ConL Color
fi&f ^^sfh
Texture
ls_is
(s
£>!
Structure
Gr, Sz. Sh.
2.r^slrf<
I r^-c.sUr
(m-c.5b/<
<?/n
Consistence
wv\ftr-
»nvfr
.mflr"-
Boundary
A*
_^_-A"L
Roots
^-"vii£ivfc3:
Soil Application Rate
GPD/Ft2
•Efffrl
6. -7
in_6.-7
JlZ-
*Ef»27L-
^
_Lk.
e.b
Boring #toring
}P'A Ground surface elev.,w .ft.Depth (o limiting factor ifi in. / elev.J^*/0_ft.
iJlt^-
Soil Application Rate
Horizon Depth
In.
Dominant Color
Munsell Redox Description
Qu. Az. Cont. Color
Texture Stmcture
Gr. Sz. Sh.
Consistence Boundary Roots GPD/Ft2
*Et»1 •Effiff2
^T_7-S^R.z-S/i
?."»x "/<(
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7^- Zl SW t'/H Q/^.rA-rfh A-L «.l»
s»m o^fr^s
Wldw-Wi^-CST Name (Please Print)
MARY JO HUPPERT (Hollistef's Soil Testing & Design)
CST Number
048900002-SP
Address
25720 Firefly Lane. Webster, Wl 54893
Dale Evaluation Conducted
//-2Z, SLO^Telephone Number
715-426-1775
-S* Effluent #1 = BOO > 30 s 220 mg/L and TSS > 30 s 150 mg/L • Effluent #2 = BOO. £ 30 mg/L and TSS s 30 mg/L
^O.oo -5H2.(^c, d^\SBD.S330 (R03/22)
SR-OOZIO
^^' -^<-<\ Wisconsin Department of Safety & Professional Services
\'^\ QjwBJanpf Industry Services
%^
ID! !EI H J i? iHiIfFEB . ! 2025 W
SOIL EVALUATION REPbftT^c ° ^onil1S ^-
Page "I of
In accordance with SPS 385, Wis. Adm. Code
Attach complete site pharrCh paper not less than 81/2x11 inches in size. Plan must include,
but not limited to vertical and horizontal reference point (BM), direction and percent slope,
scale or dimensions, north arrow, and location and distance to nearest road.
Please print alt information.
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1 )(m)).
County 3AWEU>
Parcell.D. -t^. IP: -Z.WfclO^M 1(7 ^Z-0 7<?^
Reviewed by Date
Property Owner
^IMC^A. ^W
Property Location
Govt. Lot | — 1/4 — %s0t T^SNROIc &<er) W
Property Owner's Mailing Address>-iH^5 |a>6A1\ f£>\t^ ^O^C>Site Address or CSM and Lot #:
Csf^ft,^)
City, State, Zip
^6L6-, \A)i 5^2.1
Phone Number
(^/Z)Z7^-^^
City , U Village &J TownNA/VJA^^Nearest Roac
fz>G^K. ^I^T RM£>
Q New Construction Use:j3 Residential/Numberofbedrooms 3
^ Replacement D Public or commercial - Describe:
Parent material SAk)D'( to^e.WMyd' till
Code derived desianflow rate HSO GPD
Flood Plan elevation if applicable /JA ft.
.ELW^
General comments and recommendations: AA*.* ^n S^STQ^ - G'^^r . - \'^_ L^ ^ m»m® ^M^^ ^<^i-UT.) Ej^sri/^ 6t! ^;§&&cww, ?^|B
Boring #D Boring
gl Pit Ground surface elev"? 6 • / 3 ft.Depth to limiting factor 2-^' in. / elev.^-^ ft.
l.&s-ft-
Hon'zon
(
2.
3
~tr
Depth
In.
(?-<3
?-t5
1'3-2-Z
^z.-SO
SWVL
Dominant Color
Munsell
^.5'KZ.S/I
7.5M|^|((
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,^Y^
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Redox Description
Qu. Az. Cont. Color
C,^ f^/b
Texture
_ls^
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Structure
Gr. Sz. Sh.
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I m^sUf
I K\-C.5b/<
(5/A
Consistence
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tnvfr
f^V
Boundary
^*
J^L^
Roots
AA.ASas:
Soil Application Rate
GPD/Ft2
*Efl#1
6.-7
6n
0.-7
A i.
*Eff#2~TU~
\.\p
l.lft
tt.b
Boring #JBoringIPit »TW ft.Depth to limiting factor Z-t in. / elev.^'/Oft.
iJ>0^'
Horizon
I
2.
•s^T
Depth
In.
0-7
7-N
H'2^
^-zfl
t
Dominant Color
Munsell
7.S^z,-S/l
7.°>^ ^
7.5V^
6W t</H
>s
Redox Description
Qu. Az. Cont. Color
fiZp ^IL^~
Texture
~w
Is
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Structure
Gr. Sz. Sh.
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Consistence
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Boundary
AS
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Soil Application Rate
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*Eff»1
JD^L
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AZ-
A2_
*Ef»2
/.^
/.6»
l.t,
f.{-
-7
CST Name (Please Print)
MARY JO HUPPERT (Hollister's Soil Testing & Design)
Address
25720 Firefly Lane, Webster, Wl 54893
srflw^Mi^-
Date Evaluation Conducted
//-2Z, 2-0^
CST Number
048900002-SP
Telephone Number
715-426-1775
-S* Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * EfRuent #2 = BOD, <. 30 mg/L and TSS s 30 mg/L
SBD-8330 (R03/22)
Boring #
^Qf\ A- K^^r
D Boring
,0 Pit
Page.^of_^_
Ground surface elev.?_ft.Depth to limiting factor ^ in. / etev.^^3 ft.[~^-
Horizon
T
2:
^_3:
Depth
In.
_M_^ It.
/Z,-z5
2.3- ^1
(AMJA;
Dominant Color
Munsell
7.5^ K 2..SJS
75tt^
7.5^^
5W(A<
s/^.~f
Redox Description
Qu. Az. Cont. Color
^+' ^W^/A
Texture
1°>~SL
-15_
_sL
Structure
Gr. Sz. Sh.
2^]:-y\^
tfm&b^
Im'^bK
Q^\
Consistence
mrffr
m^r
na\<fr"
_^r_
Boundaiy
/3VV)w
AW
Roots
fvCmb^Lhg:
Soil Application Rate
GPD/Ft2
*Ef»1
6.7
^7
AZ-
(9.2L
*Ef»2
}^
1. (ft~w
^
Boring #C]BoringD Pit Ground surface elev._-ft.Depth to limiting factor.Jn. / elev._ft.
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture Structure
Gr. Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
*Eff#1 *Eff#2
Boring #D BoringD Pit Ground surface elev._-ft.Depth to limiting factor_in. / elev._ft.
Horizon Depth
In.
Dominant Color
Munsetl
Redox Description
Qu. Az. Cont. Color
Texture Structure
Gr. Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
*Eff»1 *Eff»2
" Effluent #1 = BOD > 30 & 220 mg/L and TSS > 30 d 150 mg/L * Effluent #2 = BOD, <. 30 mg/L and TSS s 30 mg/L
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Plot Plan
PROPERTy OWNER: Ll/l^A A I^P^T
Legal Descripbon: P^-- IA) ^\H: Lrt 1^ $ ^ -T45N. fe^ -f2>^ OT
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