HomeMy WebLinkAbout37-25SR-OOW SOmiEST'^'r-^JL-
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Wisconsin Department of Safety & Professional Services
Division of Industry Services irt
SOIL EVALUATION REPORT
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<;AY 9^ 2025
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'7^'.:'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 for secondary purposes (Privacy Law, s. 15.04(1 )(m)).
county Bayfieh;^^,,1 v; i?-:'r. i ^ .^'/oning Dept.
Parcel t.D.38701
Reviewed^ ^ . , , Date1^7n I iS/^
Property Owner
Allan & Melissa Jacques
Property Location
Govt. Lot s^ y< NE % s 26 T 50 NR 8 E (or) W
Property Owner's Mailing Address
2814 21 Oth AVe
Site Address or CSM and Lot #:\\^o To^ue eji
City, State, Zip
Glenwood City Wl, 54013
Phone Number
(715 ) 222-3368
D City D Village
Port Wing
0 Town Nearest Road
Touve
[X] NewConstmction Use:
D Replacement
Parent material Fluvial
: E3 Residential/Numberofbedrooms 2
D Public or commercial - Describe:
General comments and recommendations:
1 Boring #D BoringE2 Pit
Holding tank or mound
System Elevat&n 103.5 at the 102.5 contour
Designed Load Rate OJgpd/sq.ft
Ground surface elev. '"'-•"ft.
Code derived designflow rate 300
Flood Plan elevation if applicable.
Depth to limiting factor '•"' in. / elev,
_GPD
Jt.
100.5ft.
Horizon
1
2
JL
A
Depth
In.
0-11
11-24
24-37
37-40
Dominant Color
Munsell
5yr 3/3
5vr 4/6
2.5yr 4/6
5vr 4/4
Redox Description
Qu. Az. Cont. Color
c2d 5yr 5/8
msp 5vr 5/8
Texture
s
s
fs
c
Structure
Gr. Sz. Sh.
osg
osg
osg
1mabk
Consistence
mvfr
mvfr
mfr
mfi
Boundary
c
_c_
cw
Roots
3m
2f
JL
Soil Application Rate
GPD/Ft2
*Ef»1
.7
_J_~^L
JSL
*Ef»2
1.6
1.6
1.0
_Q_
Boring #QBoring
EIPit Ground surface elev. '""" ft.Depth to limiting factor.26 _in. / elev J0°-l
Horizon
1
2
3
4
Depth
In.
0-11
11-26
26-41
41-48
Dominant Color
Munsell
5yr 3/3
5yr 4/6
2.5yr 4/6
5yr 4/4
Redox Description
Qu. Az. Cont. Color
c2d 5yr 5/8
msp 5yr 5/8
Texture
s
_s_
fs
c
Structure
Gr. Sz. Sh.
osg
osa
osa
1mabk
Consistence
mvfr
mvfr
mfr
mfi
Boundary
c
c
cw
Roots
3m
2f
1f
Soil Application Rate
GPD/Ft2
*Effl»1
.7
.7
".T
0
*EfW2
1.6
1.6
t.y
0
CST Name (Please Print)
Ryan Van Ornum
Address
65907 Jolma Rd
Signatur^^ [/^^L
Date Evaluation Conducted5/16/2025
CST Number11011
Telephone Number
715-413-0074
* Effluent #1 = BOD > 30 < 220 mg/L and TSS > 30 < 150 mg/L * Effluent #2 = BOD, S 30 mg/L and TSS s 30mg/L
SBD-8330 (R03/22)
Boring #
d Boring
El Pit Ground surface- etev.'100-8 ft.
Page ^_of.
Depth to limiting factor *5*3 in. / elev.98.05ft.
Horizon
1
2
3
4
Depth
In.
1-10
10-33
33-41
41-48
Dominant Color
Munsell
5yr 3/3
5yr4/6
2.5yr 4/6
5vr4/4
Redox Description
Qu. Az. Cont. Color
c2d 5vr 5/8
jnsn 5 vr_5/8_
Texture
s
s
fs
c
Structure
Gr. Sz. Sh.
osg
osg
1mabk
Consistence
mvfr
mvfr
mfr
mfi
Boundary
c
c
cw
Roots
3m
2f
1f
Soil Application Rate
GPD/Ft2
*Eff#1
.7
_.7_~T
0
*Effi»2
1.6
1.6
L.o_
0
Boring #[_| Boring
D Pit Ground surface elev._ft.Depth to limiting factor.in. / 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
*Efl#1 *EfS2
Boring #D Boring
D 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
' Effluent #1 = BOD > 30 & 220 mg/L and TSS > 30 S 150 mg/L * Effluent #2 = BOD, s; 30 mg/L and TSS S 30 mg/L
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I HI ^•,/ ••ii [I i';;-^ ^ ^
Bayfielcl Cu. Zoning Dept.
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