HomeMy WebLinkAbout020-1491-03-000 (2)Wisconsin Department of Commerce RECEIVED
SOIL EVALUATION REPORT C� a� �? � �qg
Page 1 of
Divigion of Safety and Buildings c L Ep n 5 rtL (�,'� In accordance with Comm g5, Wis. Adm. Code
h lr00�pt�tin S'h z 1 I inches vs size Plan must
♦ J County St. Croix Attaccompete sit
Include but not limi copMNIErence point B d P 1 LD
Percent slope3ow ons, north arrow, and BM referenced to t
Please print all information
Personal information you provide may be used for secondary puree pRZ�Y Q ,..•.r
roperty owner For ..uperty Location
Rollin Ridges LLC. lion. Lot i Y.s 3 T
roperty owner's Mailing Address Lot # Block # Subd. Name «CShy
965 Alexander Rd. 3
'hy State Zip Code Phone 10 City ❑ VillaPe 0 Town
Hudson WI 54016 651-248-0390
Qbll�i'f.T1)D
It19 W
O,7a- 1991— o 0
i3,Rq,19,3/ y
Nearest Road
0 New Construction Use: 0 Residential / Number of Bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Public or Commercial — Describe:
Parent Material Loess over Outwash Flood Plain elevation if applicable N/A ft.
General comments and recommendations: WA� lh<
broe-AA 1actt-1" �<-� A� f ie
Al
J Boring # 0 p@ a Ground Surface Elevation 99.8 ft. Depth to Limiting factor >95 in.
II Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDhY
'Elf✓kt
-Eff 2
1
0-9
10YR3/2
-
SL
1-f-gr
mvfr
gs
3 f-co
0.4
0.7
2
9-25
5YR314
-
VGRS
0-S9
ml
gs
1f
0.7
1.6
3
25-43
10YR4/4
-
GRS
0-Sg
ml
gs
1f
0.7
1.6
4
43-95+
10YR4/6
-
S
0-Sg
ml
-
-
0.7
1.6
F2
❑ Boring
Boring # OPit Ground Surface Elevation 100.9 fL Depth to Limiting factor > 105 in.
I e..a e.wo.e -- 0-. I
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/te
'E111111111
�EW2
1
0-10
10YR3/2
-
SL
1-f-gr
mvfr
gs
3 f-Co
0.4
0.7
2
10-22
10YR3/4
-
SL
1-m-bk
n*
gs
1f
0.4
0.7
3
22-36
10YR3/4
-
VGRSL
2-mdbk
mtr
gw
2f
0.6
1.0
4
36-105+
10YR4/6
-
S
0-Sg
ml
-
0.7
1.6
• emueot 91 = tlVUs> 3U S 22U nWL and "I SS > 30<_ 150 mg/L • Effluent #2 = BUD, 5 30 mf/L aad'1'SS <_ 30 mglL
CST Name (Please Print) Signature CST Number
Mark Iverson �}�p,��i.� 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 August 30, 2017 715-796-5664
LbT 3
Property Owner Rolling Ridges LLC.
Parcel
3] Boring #11 Boring
®Pit Ground Surface Elevation 100.9 ft.
Page 2 ofA_ 1
Depth to Limiting factor >105 �in.
QAM AnN�n Rnlu
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Colo
Texture
Structure
Gr. Sz. Sh_
Consistence
Boundary
Roots
WOW
'Eff#1
I 'E102
1
0-8
10YR3/2
SL
14-gr
Ink
as
3f
0.4
0.7
2
8-33
10YR4/4
VGRLS
0-sg
MI
gw
2f
0.7
1.6
3
33-105+
10YR4/6
S
0-sg
MI
0.7
1.6
❑ Boring
4 Borng # OPit Ground Surface Elevation ft. Depth to Limiting factor in.
c..0 e...aI i....w..� o.....
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/e
-Ew
I -Era2
Boring
Boring #
ElPIt Ground Surface Elevation ft. Depth to Limiting factor in.
c,a e
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ft
'Efr#1
'EBil2
* Effluent 41 = BOD>> 30:5 220 m91L and TSS > 30 5150 mg/L • Effluent #2 = BODs S 30 mg/L and TSS <_ 30 mg/L
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SEPTIC LOCATION
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DENOTES SOIL
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ON 9-13-17
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CORNERSTONE
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