HomeMy WebLinkAboutCST-2022-253 018-1075-40-0004. Wisconsin Departme �'al,ri Professional Servi s �p` Page ' 1 3
Division of Industry Se s C l C
IL EVAL REP T
5t Gro x eOTtb e with SIPS 385, Wis. Adm. Code County
St. Croix Co.
-7omplete site plan o p L* 1/2 x 11 inches in size. Plan must include, —
c� - oc_ i,mited to: vertical a al reference point (BM), direction and percent slope, Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearest road. 018-1075-40-000 Ref #2696
Please print all information. Reviewed by Date
MZPersonal information you provide may be used for seconds purposes Priva Law, s. 15.04 1 m .
Property Owner Property Location ❑
A&M Family Trust Govt. Lot SE % SE % S 34 T 29 N R 17 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1135 NE Jupiter St Na Na Na
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Pullman WA 99163 1 Hammond 60-" Ave.
® New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD / Z0NL X'
❑ Replacement ❑ Public or commercial — Describe: C '\
Parent material Glacial Till A,, ere f l cr e fx-� Flood Plan elevation if applicable na ft.
General comments and recommendations: Soils are suitable for Mound POWTS. Recommended sysem elev. to be 100.25' at 21" above 98.50' contour.
1 Boring # ❑ Boring
1 ® Pit Ground surface elev. 97.25 ft.
Depth to limiting factor 20" in.
Snil Annliratinn Rata
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 0-8
10yr3/3
none
sil
2fgr
ds
cs
2vf,f
0.6
0.8
2 —�8-20
10yr4/4
none
sicl
2msbk
dh
cw
1vf,f
0.4
0.6
3
20-30
10yr5/4
m1d7.5yr5/8
scl
2Fsbk
DH
cw
1vf
0.4
0.6
4
30-41
10yr4/6
C2d 7.5yr5/8
cl
1msbk
mfi
aw
1vf
0.2
0'3
I 2 I Boring # ❑ Boring
L--I ® Pit Ground surface elev. 97.34 ft.
Depth to limiting facto 15 in.
Cnil Annlirnfinn Rafo
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
1 0-8
10yr3/3
none
sil
2fgr
ds
cs
2vf,f
0.6
0.8
2
8-15
10yr4/4
none
sl
1 msbk
dsh
cw
2vf
0.4
0.7
3
15-22
10yr4/4
f2f7.5yr5/8
sl
1msbk
mvfi
cw
lvf
0.4
0.7
4
22-28
10yr4/4
c2d 7.5YR5/8
sl
1msbk
dh
cw
1vf
0.4
0.7
5
28-36
2.5yr6/0
none
cl
3mabk
dh
0.0
&0
* Effluent #1 = BOD_ > 30 5 220 ma/L and TSS > 30K 150 ma/L / * Effluent #2 = BOD > 30 5 220 ma/L and TSS > 30 <_ 150 ma/L
CST Name (Please Print) ignat a
CST Number
James K. Thompson '�--�—
30021
Address ate Evaluation Conducted
Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 Au ust 18, 2022
715 248-7767
SBD-8330 (R04/15)
�^ Boring #
❑ Boring
® Pit Ground surface elev. 98.75 ft.
Depth to limiting factor 18" in.
Cnil AnnlirM}inn Rntc
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
0-8
10yr3/3
none
sil
2fgr
ds
cs
2vf,f
0.6
0.8
2
8-18
10yr4/4
none
sil
2fsbk
dsh
cw
1vf1f
0.6
0.8
3
18-28
10yr4/4
f2f7.5yr5/8
sl
1 msbk
dh
cw
1 of
0.4
0.6
4
28-40
7.5yr4/4
f2d.7.5yr4/6
scl
1csbk
dh
cw
-
0.4
0.6
5
40-46
2.5yr6/0
c2p7.5yr4/6
scl
3csbk
mefi
-
-
0.0
0.0
i3od.�y # ❑ Boring
LLL ❑ Pit Ground surface elev. ft.
Depth to limiting factor in.
Cnil Annlir�4inn R�4c
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 5 Boring # ❑ Boring
L_� ❑ Pit Ground surface elev. ft.
Depth to limiting factor in.
Snil Annlirn inn Pnta
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
* Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 5 150 mg/L