HomeMy WebLinkAbout185-24 LEAFBLADIII it?I
Wisconsin Department of Safety and Professional Services DEI� POD
In B Division of Industry Services /ll/°
SPS SOIL EVALUATION REPORT i ,,
In accordance with SIPS 385. Wis. Adm. Code County
Attach complete site plan on piper not less than 8 12 x 11 inches in size. Plan must include, Bayfield
but not limited to: vertical and horizontal reference point (BM). direction and percent slope. Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearest road. 4876
Please print all information. Revie / Dale
Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04(l)(m)). /�C�" IYY13PT
Property Owner Property Location F I El
Steven Leafblad Govt. Lot NE z NW i s 22 T 50 N R 4 E (or) W
Property Owner's Mailing Address Site Address or CSM and Lot #:
34345 Co Hwy J 715-292-0040 same _
City State Zip Code Phone Number M City ❑ Village ❑ Town Nearest Road
Bayfield WI 54814 ( ) Sayfteld Co Hwy J
I]Newconstmction Use: S Residential/Numberof bedrooms 3 Code derived designnow rale 450 GPD
QReplacement ❑Public or commetcial- Describe: Flood Plan elevation if applicable ft.
Parent malerialSandy Lacustrine/outwash
General comments and recommendations: Replace existing mound with new on 95' contour with .7 loading
�1 ❑B°ring 97.5 28 . 95.2
l 1 Boring # no Ground surface elev.-It. Depth to limiting factor m. / elev._0.
Soil Aooeceli°n Rita
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az. Coal. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/FP
'Erf91
'Elt#2
1
0-6
Syr 3/2
Is
0
ml
cw
3f
.7
1.6
2
6-28
Syr4/3
s
Osg
ml
gw
1Vf
.7
1.6
3
28-30
Syr 5/4
10%cobbles
se
Om
mVft
0.0
0.0
--_ _I Boring24 L 2 : acting # ®pil Ground surface elev. 96 (1. Depth to limiting factor in. / elev._h.
Soil Aoolication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az. Cont. Color
Texture
Structure
Dr. Sr. Sh.
Consistence
Boundary
Roots
GPD/W
'ES#1
I 'E8#2
1
0-6
Syr 312
Is
0
ml
Cw
3f
,7
1.6
2
6-24
Syr4/3
-
S
Osg
ml
gw
1Vf
.7
1.6
3
24-30
5 r 5/4
c2d Syr 6/8 & 7/2
sc
Om
mvFl
0.0
0.0
CST Name (Please Print)
S, nature
CST Number
Edward B. Redinger
�r �.--.,-
221939
Address
Date Evaluation Conducted
Telephone Number
1015 11th Ave. E. Ashland, WI 54806
11/14/24
715-292.6670
Effluent #1 = BOD - 30 5 220 m9rL and TSS > 30 5150 mg/L ' Effluent #2 = BOD. 5 30 mg/L and TSS 5 30 mg/L
SBD-8370 (R04/211
- Wisconsin Department of Safetyand Professional Services
Division of IndustryServices
SOIL EVALUATION REPORT
...,i In accordance with SPS 385, Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 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(txm))
HE C k � V E
DEC 1'I iu«tee °`3
10
Reviewed by
Date
Property Owner Property Location ❑ El
Steven Leafblad Govt. Lot NE Y. NW r/ s 22 T 50 N R 4 E (or) W
Property Owners Mailing Address Site Address or CSM and Lot #:
34345 Co Hwy J 715-292-0040 same
City State I Zip Code Phone Number 11 City ❑ Village ❑ Town Nearest Road
Bayfield WI 54814 ( ) Bayffeld Co Hwy J
New Construction Use: [E Residential/Numberof bedrooms 3 Code derived designflow rate 450 GPD
Replacement ❑Public or commercial — Describe: Flood Plan elevation if applicable ft.
Parent material Sandy Lacustrine/outwash
General comments and recommendations: Replace existing mound with new on 95' contour with .7 loading
F Boring # ❑Boring
Pit
8 Ground surface elev.97.5 2_R. Depth to limiting facto r_in. I elev.95.2 R.
Soil Application Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
'Eff#1
I 'Eff#2
1
0-6
5yr 3/2
Is
0
ml
cw
3f
.7
1.6
2
6-28
5yr4/3
S
Osg
ml
gw
1vf
.7
1.6
3
28-30
5yr 5/4
10%cobbles
sc
Om
mvft
0.0
0.0
El
Boring #
❑Boring
®Pit
Ground surface elev. ft.
Depth to limiting factor24
in. / elev. ft.
SoilA,,Iic,ti,n Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ftz
'Eft#1
'ER#2
1
0-6
5yr 3/2
Is
0
ml
ow
3f
.7
1.6
2
6-24
5yr4/3
-
S
Osg
ml
gw
1vf
.7
1.6
3
24-30
5yr 5/4
c2d 5yr 618 & 7/2
sc
Om
mvft
0.0
0.0
CST Name (Please Print)
Signature '
CST Number
Edward B. Redinger
r
221939
Address
Date Evaluation Conducted
Telephone Number
1015 11th Ave. E. Ashland, WI 54806
11/14/24
715-292-6670
Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS 5 30 mg/L
SBD-8330 (R04/21)
� ❑Boring
E C E� v Page 2 Of 3
peptl� pp
I 3 I Boring ❑�Pit Ground surface elev- 92 R. DEC "i I LUL9i� ��Or�� in./elev. 89.4fl.
Ravflald Co. Zoning Dept. Sail canon Rita l
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az. Cont. Color
Texture
Structure
Gr. Sr- Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
'Eff#2
1
0-6
5yr 312
Is
0
MI
ow
3co
.7
1.6
2
6-36
5yr 4/3
S
OSg
ml
gw
2co
.7
1.6
3
36-38
5yr 5/4
SC
Onn
mvfi
0.0
0.0
1-1Boring It❑ Boring —
❑ Pit Ground surface elev. ft. Depth to limiting factor —in. / elev. ft.
SoilArmlication Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Co. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
'Eff#2
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factorin. / elev, ft.
Rnil Annli.tinn Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Cu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft2
'Eff#1
I 'Eff#2
Effluent #1 = BOD > 30 5 220 mglL and TSS > 30 5150 mg/L ` Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L
Customer Name: Steven Leafblad
Adress: 34345 Co J
Bavfield, WI 54841
UPERIOR
P MBING MECHANICAL
Phone #: 715-292-0040
i4 - 456
Email:
CST# 22193p_I�UP/�
Scale: 1' _
PIN: 4876
5 Acres
NE NW S22 TSON R4W
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City of Bayfield
Bayfield Co.
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DEC
Bayfield Co. Zoning Dept.