HomeMy WebLinkAbout038-1082-95-020 (5) RECEIVED P AA I I) 65T-a0cP- - 63LI
Wis.Dept of Safety and liofessional Se s OIL EVALUATION R CART page I of 4
Division of Safety and Buildings APR �� 2022 C B
in accordance wi SPS 385,Wis. Adm. Code 4' cJ
County St.Croix
Attach complete site pla' on papelnofle Lth n 1 inches in size.Plan must
include,but not limited to veilloaa oint(BM),direction and Parcel I.D.
percent slope,scale or dimensions, north arrow,and location and distance to nearest road. b 9g - I tia -p-d20
Please print all Information. Re b Date
Personal information you provide may be used for secondary purposes(Privacy L .S. 15.04(1)(m)). //, . . I .& 15 111
Property Owner ' Property Location A n �a
Steve Olson Properties, LLC Govt.Lot NE 1/4 NW114 S 20T 31N R 18E(or)W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
441 Timberline Drive .Z Pine Tree Pass
City State Zip Code Phone Number • laity ❑Village Down Nearest Road
Somerset WI 54025 9 0 629-2392 210th Ave I 1 1 (
Star Prairie 1
0 New Construction Use° Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
0 Replacement ❑ Public or commercial-Describe:
Parent material Glacial Till(Amery-Cromwell,San y Loam) Flood Plain elevation if applicable NA )0yte X ft
General comments Area is suitable for a mound system. System elevation is 99.90'based off the contour line established at 98.90'.
and recommendations:
Slope of area is 5%. The depth to limiting factor is 24".
BI
Boring
Boring# ❑ pit Ground surface elev. 99.10 ft. Depth to limiting factor 24 in.
I Soil Application Rate
Horizon Depth Dominant Color Redox Desorption Texture Structure -onsistence Boundary Roots GPDlft
in. Munsel Qu.Sz. Cont.Color _ Gr.Sz.Sh. 'VW 'Eff#2
1 0-l1 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0
2 11-24 none grsl 2msbk mfr gw 2f 0.6 1.0
7.5yr4/6
3 24-30 7.5yr4/4 c2d 7.5yr6/6 grsl 1 msbk mfr gw I f 0.4 0.7
4 30-55 7.5yr4/4 m2d 7.5yr6/8 mfr 0.6
7.5yr6/2 grsl Om 0.2
B2 Bonng# ❑ Boring 26
99.10'
0 Pit Ground surface elev. ft Depth to limiting factor in.
I Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure :onsistence Boundary Roots GPD/ft 2
in. Munsel Qu.Sz. Cont.Color Gr. Sz.Sh. 'Eff#1 'Eff#2
I 0-11 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0
2 11-20 10yr4/4 none sil 2msbk mfr gw 2m,2f 0.6 0.8
3 20-26 10yr4/6 none scl 2msbk mfr gw lvf 0.4 0.6
4 26-36 7.5yr4/6 r112�d` y;66 grsl Imsbk mfr gw ---- 0.4 0.7
36-64 7.5yr4/4 m2d 7.5yr6/8 grsl Om mfi ---- 0.2 0.6
•Effluent#1 =BOO f>30<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOD r<30 mgfL and TSS <30 mg/L
CST Name(Please Print) Signature CST Number
Thomas J. Schmitt ti.a 2( 227429
Address Date Evalua' ucted Telephone Number
586 Valley View Trail Somerset, WI 54025 3/30/2022 715-760-1978
SBD-8330(RI I/11)
Steve Olson Properties,LLC Lot 5 Part of: 038-1082-80-050 2 4
Property Owner Parcel ID# Page of
B3 0 Boring
Boring#
LI pit Ground surface elev. 98.10 ft. Depth to limiting factor 26 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft ' _
in. MunseN Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 'rut-2
1 0-8 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0
2 8-26 7.5yr4/6 none sl 2msbk mfr gw 2m,2f 0.6 1.0
3 26-38 7.5yr4/6 m2d 7.5yr6/6 scl 2msbk mfr gw 1 f 0.4 0.6
4 38-56 7.5yr4/4 m2d 7.5yr6/8 sl Om mfi --- 0.2 0.6
Boring# Boring
pit Ground surface elev. ft. Depth to limiting factor in. 1
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft '
in. MunseN Qu.Sz. Cont Color Gr.Sz.Sh. '=ft#1 'Eff#2
Boring# E Boring
Pit Ground surface elev. ft Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2
in. Munsefi Qu. Sz. Cont Color Gr.Sz.Sh. 'Eff#1 iff#2
•
•Effluent#1 =BOD 5>30<220 rrrg/L and TSS>30 <150 mg/L 'Effluent#2=BOD 5<30 mg/L and TSS <30 mg/L
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
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