HomeMy WebLinkAbout46-25SR.-00ZH-7 ^@"lu"
SOIL EVALUATION REPORT
Wisconsin Department of Safety & Professional Services
Division of Industry Services
, SOi! TEST^- ;z^_
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)).
JUN 0 3 /'0?5
Page_-of_
County
Bayfield
Parcel 1.D. i^t tr
04-004-2-45-09-08-3 00-153-24000
,^7/4
Property Owner
Bradley Sikorski
Property Location
Govt. Lot V,V, S 08 T 45 N R 09
Property Owner's Mailing Address
55600 Red Oak Drive
Site Address or CSM and Lot #:
2309 Birch Tree Trl
City, State, Zip
Solon Springs, Wl 54873
Phone Number
(715) 969-4276
D City D Village 0 Town
Barnes
Nearest Road
2309 Birch Tree Trl
0 New Construction Use: 0 Residential/ Numberof bedrooms
D Replacement D Public or commercial - Describe:
Parent material Outwash sands (Rubicon Series)
General comments and recommendations:
Code derived designflow rate.
Flood Plan elevation if applicable.
450 _GPD
N/A ft.
Boring #east D Boring
E Pit Ground surface elev. ^-" ft.Depth to limiting factor "~r in. / elev. ""•" ft.
Soil Application Rate
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture Structure
Gr.Sz. Sh.
Consistence Boundary Roots GPD/Ft2
*Effi»1 *Eff#2
0-5 10YR2/1 Osg ml cs 2vf 0.7 1.6
5-8 7.5YR 3/2 Osg ml cs 1f/1vf 0.7 1.6
8-16 7.5YR 3/4 Osg ml gs 1vf 0.7 1.6
16-47 7.5YR 4/4 Osg ml cs 1vf 0.7 1.6
47-84 7.5YR 5/4 Osg ml 0.7 1.6
Banlds of lamellae in holrizon 5
/;Yl /)/^
Boring # west
/
QBoring
0Pit
CW^L w ^<y^y
Ground surface elev. "-6 ft.Depth to limiting factor 84 in. / elev. 9 6 ft.
Horizon
1
2
3
4
5
Depth
In.
0-3
3-6
6-21
21-38
38-84
Dominant Color
Munsell
10YR2/1
7.5YR 3/2
7.5YR 3/4
7.5YR 4/4
7.5YR 5/4
Redox Description
Qu. Az. Cont. Color
Texture
s
s
s
s
s
Structure
Gr. Sz. Sh.
Osg
Osg
Osg
osg
Osg
Consistence
ml
ml
ml
ml
ml
Boundary
aw
cw
gs
cs
Roots
2vf
2vf
1co/1m/2f
1f/1vf
Soi! Application Rate
GPD/Ft2
*EfW1
0.7
0.7
0.7
0.7
0.7
*Effff2
1.6
1.6
1.6
1.6
1.6
CST Name (Please Print)
Keith Wiley
Address
11623 E Larson Dr. Lake Nebagamon, Wl 54849
aan8%^-2^;':.<
Dat&'Evaluation Conducted
5/4/2025
;ST Number 654921
Telephone Number
218-451-2611
* Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 S 150 mg/L Effluent #2 = BOD, £ 30 mg/L and TSS S 30 mg/L
SBD-8330 (R03/22)
Boring # south
Q Boring
El Pit Ground surface elevAJE ^ i? U,t&.iA
page ^ of
lepth tfamj^ factor 84 in. / elev. 6 ft.
Horizon
1
2
3
4
5
Depth
In.
0-3
3-6
6-20
20-51
51-84
Dominant Color
Munsell
10YR2/1
7.5YR 3/2
7.5YR 3/4
7.5YR 4/4
7.5YR 5/4
Redox Description
Qu. Az. Cant. Color
Texture
s
s
s
s
s
.iUi
Structure^
Gr.Sz. Sh.
Osg
Osg
Osg
Osg
Osg
I , '.' /II'/!..
Consistence •
ml
ml
ml
ml
ml
',ij'
Boundary
aw
aw
gw
cs
Roots
2vf
1m/2v1
2co/2mCf
1vf
Soil Application Rate
GPD/Ft2
*Ef(#1
0.7
0.7
0.7
0.7
0.7
*Eff#2
1.6
1.6
1.6
1.6
1.6
Boring #Q Boring
D Pit Ground surface elev._ft.Depth to limiting factor.in. / elev._ft.
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cant. Color
Texture Structure
Gr.Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
"EfWt *Eff#2
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
*Eff#1 *Eff#2
* Effluent #1 = BOD > 30 S 220 mg/L and TSS > 30 £ 150 mg/L * Effluent #2 = BOD, & 30 mg/L and TSS £ 30 mg/L
Sikorski (3 bedroom)
Soil Report Plot Plan
North
IP E U I
1111 JUNO 3 2025
Centerline of Birch Tree Trl, r, . , _
————— --------^Ytie^w.-^f.nitcjUep^
BRADLEYSIKORSKI
2309 BIRCH TREE TRL
COMMANCHE ADD TO POTAWATOM
DESC IN DOC 2024R- 604821 2360
508 T45N R09W
TownofBarnes
04-004-2-45-09-08-3 00-153-24000
0.689 acres
Potential site of
3 bedroom house
Scale 1:30
<•
NOTES:
- No well
X Bench Mark = Top of green electric box
Elev = 100.0'
CST 119900002-SP Page 3 of 3
-BAYFIELD9?"NTY, _____ ,Bradleysik°T|? ift
CHECKLIST FOR CERTIFIED SOIL TESTS |^ F? l!a !? ' ^ l^ |!||
Tl\ .,!!,, n Q 7n?1-; 'L;'Submit the Following (Use Permanent Ink): ^N °l L
^ Check List
D Index Page / Title Sheet (Optional)
Of Original Soil Evaluation Report (Submitted in Deed Holders Name - not prospective buyers)
0' Original Plot Plan
D Cross Section Soil Profile Sheet (optional)
D Additional Information (Warranty/Quit Claim Deed) (Optional)
Soil Evaluation Report: (Include the following Information)
[^Parcel Identification Number (must be 23 digit Tax ID#t DO NOT USE 12 digit, they are no longer being used
^Property Owner's Information (not prospective buyer's name)
S3'Property Location (Accurate Legal Description with Sec/Twp/Range)
Ey Road Name (where driveway is/will be coming off of)
E3/Floodplain Elevation, Flow Rate, Comments and Recommendations
0'Complete Soil Boring / Pit Information
E7 Date Soil Evaluation was conducted
l\ycST Name, Signature, Number, Address and Phone Number
^ *Date Stamp*
Plot Plan: (Include the following information drawn to dimension or to scale)
B/Bench Mark (Description, Elevation and Location)
[^Contour Lines (Example = 98.0796.0794.0')
E/Property Location (Sec/Twp/Range/, Accurate Legal Description)
S Borings (Locations and Elevations)
5/Percent and Direction of Land Slope
SJ Well Location (Including Neighboring Wells, if applicable)
y Location of Wetland Areas, Floodplain and Navigable Waters
S3'Buildings, Driveways, and Structures (Location and Descriptions)
KYLocation of Property Lines
0' Existing System Location
E7 Address Number and Road Name
E/ Current Surface Elevation of Wetlands and Navigable Waters
0'CST, Owner and Property Information
S/ North Arrow
Fee:
0'Certified Soil Tests - Review & Filing Fee $ 50.00 U/forms/sanitary/checklist/checklistforcsts