HomeMy WebLinkAbout32-25, SOILTiP-11>»i- 2.5L-—Wisconsin Department of Safety and Professional Services
Division of Industry Services
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)).
Page 1 of 2
County
Bayfield
Parcel I.D. ^t^'TC'
04-004-2-45-09-23-2-01-000-50000
,^7^?/^
Property Owner
Henry Hendricks Jr.
Property Location
Govt. Lot NE y< NW 'A S 23 T 45 N R 09 E (or) W
Property Owner's Mailing Address
401 Finvold St.
Lot #Block #Subd. Name or CSM#
V.1017P.331 1184C
City
Woodville
State
Wl
Zip Code
54028
Phone Number
( )
City D Village 13 Town
Barnes
Nearest Road
54925 Dana Rd.
New Construction
C] Replacement
Parent material
Use: |^| Residential/Numberofbedrooms 3 Code derived design flow rate 450 GPD
Public or commercial - Describe:
Flood Plan elevation if applicable N/A ft.
General comments and recommendations: conventional system 95.5
Boring #D Boring
13 Pit Ground surface elev. 98.1 ft. Depth to limiting factor 96 in.
Horizon
1
2
3
Depth
In.
0-3
3-24
24-96
Dominant Color
Munsell
10yr4/1
10yr5/4
10yr7/4
Redox Description
Qu. Az. Cont. Color
Texture
Is
s
s
Structure
Gr. Sz. Sh.
osg
osg
osg
Consistence
dl
dl
dl
Boundary
cw
as
Roots
2fm
1m
Soil Application Rate
GPD/Ft2
*Eff#1
.7
.7
.7
*EfW2
1.6
1.6
1.6
Boring #Boring
Pit Ground surface elev. 98.2 ft. Depth to limiting factor 96 in.
Horizon
1
2
3
Depth
In.
0-4
4-23
23-96
Dominant Color
Munsell
10yr4/1
10yr5/4
10yr7/4
Redox Description
Qu. Az. Cont. Color
Texture
Is
s
s
Structure
Gr. Sz. Sh.
osg
osg
osg
Consistence
dl
dl
dl
Boundary
cw
as
Roots
2fm
1m
Soil Application Rate
GPD/Ft2
*Eff#1
.7
.7
.7
*Eff»2
1.6
1.6
1.6
* Effluent #1 = BOD, > 30 £ 220 mg/L and TSS > 30 S 150 mg/L Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 S 150 mg/L
CST Name (Please Print)
Rick Brown
Signature CST Number
231251
Address
PO Box 637 Spooner Wl 54801
Date Evaluation Conducted
8/10/23
Telephone Number
715-419-0739
SBD-8330(R04/15)
Boring #D Boring
S Pit Ground surface elev. 98.15 ft.Depth to limiting factor 96 in.
Horizon
1
2
3
Depth
In.
0-3
3-24
24-96
Dominant Color
Munsell
10yr4/1
10yr5/4
10yr7/4
Redox Description
Qu. Az. Cont. Color
Texture
Is
s
s
Structure
Or.Sz. Sh.
osg
osg
osg
Consistence
dl
dl
dl
Boundary
cw
as
Roots
2f
2f
Soil Application Rate
GPD/Ft2
*Eff#1
.7
.7
.7
*Eff#2
1.6
1.6
1.6
Boring #D Boring
D pit Ground surface elev.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
Soil Application Rate
GPD/Ft2
*Eff#1 *Efl#2
Boring #Boring
Pit Ground surface elev.Depth to limiting factor
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
*Eff»1 *Efl#2
* Effluent #1 = BOD, > 30 S 220 mg/L and TSS > 30 & 150 mg/L * Effluent #2 = BOD, > 30 & 220 mg/L and TSS > 30 & 150 mg/L
CHECK BOX AS APPLICABLE.
SOIL EVALUATION
SITE MAP
PROJECT NAME:
Henry Hendricks Jr.
CHECK BOX AS APPLICABLE.
Scale: 1"= 40'
40 60 80
^///////77Z\/////^
(10 ft grid)
7ZZ
102
7L.^
[SYSTEM PAGE 2 OF 4
PLOT PLAN
450DESIGN FLOW:GPD
PROJECT ADDRESS:
BM Symbol: -^-
BM Description:
24925 Dana Rd.
BM Elevation:100 FT
Nail in 26" norway
Slope Gradient(%)
of Tested Area: l •<Well Symbol (if applicable): Q
Indicate north by
drawing an arrow
on the approprlte Une.
Attach design flow calculations for commercial plans.
Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5)
Sanitary Sewer_^, _____ /.
Force Main:_ /_
IMPORTANT:
Show ground elevation contours at suitable intervals.
Vf'-h 5^f