HomeMy WebLinkAbout020-1178-70-000 lot 26C5T-ao1s— I � 7
Wisconsin
nal Services
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Page 1 of 3
Division of
lll��� ��v
AU G O 1 2019
SOIL ION REPORT
n accordance with SPS 385, Wis. Adm. Code
County
Attach complet
site pl o s than
aa�top t�
1/2 x 11 inches in size. Plan must include,
St. Croix
but not limited t
: verticaltan ����rgfaieh
point (BM), direction and percent slope,
Parcel I.D.
scale or dimen
one ion and distance to nearest road.
020-1178-70-000
Ref. #2513
Please prir?t all
information.
Re wed by
D to
Personal information you provide may be used for seconds purposes Pri• Law, s. 15.04 1 m .
/Q
/ ' r
Property Owner
Property Location
❑ S
Duane & Marie Fuhrman
Govt. Lot NW '% NE I'd
S 18 T 29 N
19 E (or) W
Property Owner's
Mailing Address
Lot #
Block #
Subd. Name or CSM#
784 larsen Lane
26
na
Plat of Cedar Hills Estates
City
State Zip Code
Phone Number
❑ City ❑ Village
S Town
Nearest Road
Hudson
WI 54016
612 8157-1110
1 Hudson
I Dru Dr.
❑ New Construction Use: S Residential/Numberof bedrooms 3 Code derived design flow rate 450 GPD
S Replacement ❑ Public or commercial — Describe:
Parent material Glacial Outwash Flood Plan elevation if applicable na ft.
General comments and recommendations: Soil evuabon completed to verify soil suitability for replacement dispersal cell instalation. Site suitable for
replacement in -ground dispersal cell with 0.7 pgd/sq. ft. loading rate. Recommended infiltrative surface elevation = 91.00'. Existing dispersal cell infiltrative
surface elevation = 91.65' is suitable for reconnection witli diversion valve.
1❑ Boring # ElBoring
® Pit
Ground surface elev. 95_57 ft.
e
Depth to limiting factor >109" 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
'E11#2
1
0-27
1Oyr4/3
none
siVslfill
na
na
od
1vf
0.0
0.0 i
2
27-40
1Oyr4/4
none
sil
2msbk
mvfr
cw
0.6
0.8 1
3
40-50
7.5yr4/6
none
Is
Osg
ml
cs
0.7
1.6
4
50-109
10yr4/8
I none
I s
I Osg I
ml
0.7
0.8
t
1
aBoring #
® Boring
❑ Pit Ground surface elev. 94_53 ft.
Depth to limiting factor > 101" im.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
•Eff#1
"Eff#2
1
0-5
1Oyr3/3
none
sl
2fgr
mvfr
cw
lvf
0.6
1.0
2
5-17
1Oyr414
none
grsl
2msbk
mfr
cw
1vf
0.6
1.0
3
17-23
7.5yr4/6
none
gr Is
Osg
ml
cw
0.7
1.6
4
23-70
1 Oyr4/6
none
gr s
Osg
dl
gs
0.7
1.6
5
70-101
1Oyr5/4
none
s
Osg
dl
0.7
1.6
'
I
_1
ouumn x 1 - ovu, + OV n ccU n FML CnU 100 > W a 10,6LMWL CRluen L = OVU, > OU a LLU m /L ana 100 > JU a I OU m /L _
CST Name (Please Print) Signat CST Number
James K. Thompson 30021 1
Address ate Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, Wl 54020-5413 August 1, 2018 (715) 24&7767
lBoring # BP (ring
Ground surface elev. 93_75 ft.
Depth to limiting factor > 98" in.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Fe
*Eff#1
*Eff#2
1
0-5
10yr3/3
none
sl
2fgr
mvfr
cs
2vf
0.6
1.0
2
5-15
1Oyr4/4
none
sl
2fsbk
mvfr
cs
1vf
0.6
1.0
3
15-20
10yr4/4
none
Is
Osg
ml
gs
0.7
1.Q
4
20-98
1 Oyr5/4
none
gr s
Osg
dl
0.7
1.6
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft.
Depth to limiting factor 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
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft.
r
Depth to limiting factor in.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr, Sz. Sh.
Consistence
Boundary
Roots
GPD/Fe
*Eff#1
*Eff#2
Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 <- 150 mg/L
* Effluent #2 = BOD, > 30 < 220 mg/L and TSS > 30 5 150 mg/L
e
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