HomeMy WebLinkAbout46-24 Buckertsfi m ^
Wisconsin Department of Safety and Professional Services'^ Division of Industry Services
^APR 7. 420'^VI 1[~Page__of_
\9f.SOIL EVALUATION REPORT
'••'"''.i^^?^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)).
Property OwnerCarroll Buckert
CountyBayfield
Parcel I. D.10637
, ^^4/-<^--^z.
Reviewed by Datet//l4/2.(
Property Location
Govt. Lot ,4 y, s 15 T 43 N R 7 E (or) W
Property Owner's Mailing Address1730 E Co Rd 1600 Site Address or CSM and Lot #:16890 Stone Pine Dr. Lot 4&5 of Stone Pine Subdivision
CityCarthage
StateIL Zip Code62321 Phone Number
^57-^7-<^bleD City D Village B Town Nearest Road
Stone Pine
Code derived designflow rate300 GPD
Flood Plan elevation if applicable_ft.
[•] New Construction Use:® Resldentlal/Numberofbedrooms?
I Public or commercial - Describe:
Parent material Lpamy AIIUVJUm OVer sand
General comments and recommendations: Conventional System - 18-24" belOW grade with .6 loading
Boring #QBoring 95.65
Ground surface elev..ft.Depth to limiting factor96 87.65
in. / elev. ft.
Horizon
1
2
3
Depth
In,
0-6
6-44
44-96
Dominant ColorMunsell
5yr 2.5/1
5yr 4/3
5yr6/3
Redox Description
Qu. Az. Cant. Color
Texture
Is
s
s
Structure
Gr. Sz. Sh.
2mabk
Osg
Osg
Consistence
ml
ml
ml
Boundary
cw
gw
Roots
Sco
3m
Soil Application Rate
GPD/Ft2
*Eff#1
.7
.7
.7
*Effi»2
1.6
1.6
1.6
Boring #DBoring 92.35
IfPit Ground surface elev._ft.
108 83.35
Depth to limiting factor_in. / elev._ft.
Horizon
1
2
3
Depth
In.
0-8
8-33
33-108
Dominant Color
Munsell
5yr 2.51
5yr4/3
5yr6/3
Redox Description
Qu. Az. Cont. Color
Texture
Is
sl
s
Structure
Or. Sz. Sh.
0
2mabk
Osg
Consistence
ml
ml
ml
Boundary
gw
cw
Roots
Sco
3m
Soil Application Rate
GPD/Ft2
*Efl»1
.7
.6
.7
*Ef»2
1.6
1.0
1.6
CST Name (Please Print)
Edward B. Redinger
Address
1015 11th Ave. E. Ashland, Wl 54806
Sianature ^ _ .yjZLj^^l^L-^
Date Evaluation Conducted4/17/24
CST Number221939
Telephone Number715-292-6670
* Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOO, £ 30 mg/L and TSS & 30 mg/L SBD-8330(R04/21)
(i ^ ^/^-^ ^4
Boring #
Q Boring
18 Pit 93.95Ground surface elev._ft.
APR Z^WIA .'/
Depth to limiting factor.96 Page 2 .,3of _
85.95..in. / etev._ft.
Horizon
1
2
3
Depth
In.
0-7
7-24
24-96
Dominant Color
Munsell
5yr 2.5/1
5yr 4/3
5yr 6/3
Redox Description
Qu. Az. Cont. Color
Texture
sl
Is
s
Structure
Gr. Sz. Sh.
2mabk
0
Osg
Consistence
ml
ml
ml
Boundary
gw
cw
Roots
Sco
2m
Soil Application Rate
GPD/Ft2
*Efl»1
.6
.7
.7
*Efl#2
1.0
1.6
1.6
Boring #D Boring
D Pit Ground surface elev.-ft.Depth to limiting factor._in. / elev.._fl.
Horizon Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture Structure
Or. Sz. Sh.
Consistence Boundary Roots
Soil Application Rate
GPD/Ft2
•EfW1 *Effi»2
Boring #D BoringD PK Ground surface elev.Depth to limiting factor.jn. / 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 *Ef»2
* Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, S 30 mg/L and TSS s 30 mg/L
APR ^4/024 '^
SUPERIOR
PLUMBINS MECHANICAL
(715)278-3456
A--^T3TC^-
40'CST»221939
Scale:!" =40' i
PIN:10637
1.41 Acres
Stone Pine Subdivision Lot4&5 S15 T43N R7W
Town of Cable
Bayfield Co.
Customer Name: Carrol Buckert
Adress: 173° E co- Rd- 160°
Carthaee, IL 62321
SITE: 16890 Stone Pine Dr. Cable, wl
Phone #: 651-767-2834
Email:
NO WELL
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