HomeMy WebLinkAbout22-25y^SR- OOZiC\
irtment of Safety & Professional Services
iervices
Page__of_
SOIL EVALUATION REPORT
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 Bayfield
Parcel I.D.
04-004-2-44-09-17-3 05-001-50000
^o'-l^.
RevieyveAISV fi . . Date-^J7^\ ""S/^M
Property Owner
Peter C. & Susan H. Conklin
Property Location
Govt. Lot 'A ',4 s 17 T 44 N R 09
~n G-
E (or) |
Property Owner's Mailing Address
1073 Rosemary Ct
Site Address or CSM and Lot #:49228 River Rd
City, State, Zip
Chaska,MN55318
Phone Number
( . )
D City D Village 0 Town
Barnes
Nearest Road
River Rd
Code derived designflow rate 450 GPD
Flood Plan elevation if applicable N/A ft.
D New Construction Use: M Residential/Numberofbedrooms 3
D Replacement D public or commercial - Describe:
Parent material sandy outwash (Rubicon-Sayner complex)
General comments and recommendations: Soil boring verification for existing system. Existing system elevation = 95.0'
Boring #D Boring
E2 Pit Ground surface elev.96.8 Depth to limiting factor 84 in. / elev. 89'8 ft.
Horizon
1
2
3
4
5
6
Depth
In.
0-3
3-8
8-25
25-63
63-69
69-84
Dominant Color
Munsell
10YR2/2
7.5YR 3/3
7.5YR 4/4
7.5YR 5/4
10YR6/4
10YR6/4
Redox Description
Qu. Az. Cont. Color
Texture
Is
Is
Is
s
s
cos
Structure
Gr.Sz. Sh.
Osg
Osg
Osg
Osg
Osg
Osg
Consistence
ml
ml
ml
ml
ml
ml
Boundary
cs
cb
cw
aw
aw
Roots
2vf
1f/1vf
1f/1vf
Soil Application Rate
GPD/Ff
*Eff#1
0.7
0.7
0.7
0.7
0.7
0.7
*Eff#2
1.6
1.6
1.6
1.6
1.6
1.6
Boring #D Boring
QPit Ground surface elev.._ft.Depth to limiting factor.jn. / elev._ft.
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cent. Color
Texture Structure
Gr.Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
*Eff#1 *Eff#2
CST Name (Please Print)
Keith Wiley
CST Number 654921
Address
11623 E Larson Dr. Lake Nebagamon, Wl 54849
Date Evafuation Conducted4/26/2025 Telephone Number
^»A^>so.<^c? ^it{\ifs. msc
* Effluent #1 = BOD > 30 S 220 mg/L and TSS > 30 s 150 mg/L
218-451-2611
* Effluent #2 = BOD, £ 30 mg/L and TSS s 30 mg/L
SBD-8330 (R03/22)
Conklin (3 bedroom)
Soil Verification Plot Plan
North
Peter C.&Sus,
49228 River
Lot 4 of CSMj^00715 V.5 P.78
S17 T44N R^9W
Town of Bjfrnes
Tax ID 20^2
1.085 ad?es
Middle Eau Claire Lake
3 bedroom house
Proposed(buildin& Sjte
^-^-r
Scale 1:40
•<-NOTES:
X Bench Mark = Top of concrete landing
Elev = 100.0'
CST 119900002-SP^^^y
- Middle Eau Claire lake elev " 88'
- System elev = 95.0'
Page 2 of 2