HomeMy WebLinkAbout040-1271-20-000 (2) 1341
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Gustum Septic Service
Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St.Croix
include,but not limited to:vertical and horizontal refer upint(BM),direction and
percent slope,scale or dimemsions,north arrr5 to atjorrafld distance to nearest road. Parcel I.D.1.
Please prim(i0ion. y / Date
Personal information you provide may b uRd W seco ary pu#wes(Privacy Law,'1'05.04(1)(m)). �QQ
r.,
Property Owner /r-,� operty Location
Humbird Land Corporation F; ,, Gdvt.Lot NE 1/4 NW 1/4 S 20 T 28 N R 19 W
Property Owner's Mailing Address ` - ! L li L # Block# Subd.Name or CSM#
332 Minnesota Street, East 14 I �� t 23 n/a Troy Wood Subdivision
City Stalk epSCode,� p}k ;` j _j City _j Village ✓; Town Nearest Road
Saint Paul I MN \55101_ 651-222-55 5; Troy E Cove Rd/Windy Hill Road
New Construction Use: a Residential LiVuhttfer' rooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial-Describe:
Parent material loess Flood plain elevation,if applicable n/a
General comments
and recommendations: Part of 1.2 acres. BM#1= 100.0'. BM#2= 108.65'. Recommend mound system along 102.5'contour.
P59 from preliminary boring work done 5-5-00.
1�-99 5 Boring# `1 Boring
Pit Ground Surface elev. 102.5 ft. Depth to limiting factor 41 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
*Eff#1 *Eff#2
1 0-11 10yr3/2 none sil 2msbk mvfr as 2f,1m 0.5 0.8
2 11-20 10yr3/4 none sit 2msbk mfr cw 1f 0.5 0.8
3 20-30 10yr4/4 none sil 2msbk mvfr cw - 0.5 0.8
4 30-41 10yr4/6 none sl 2msbk mvfr cw - 0.5 0.9
5 41-60 10yr4/6 03T5yr/8 gr .sil 2msbk mfr - - 0.5 0.8
Boring# Boring
✓_J Pit Ground Surface elev. 104.1 ft. Depth to limiting factor 25 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-8 10yr3/2 none sil 2msbk mvfr as 2f,1m 0.5 0.8
2 8-13 10yr4/4 none sil 2msbk mfr cw 1 f 0.5 0.8
3 13-25 7.5yr4/6 none sit 2msbk mvfr cw - 0.5 0.8
4 25-29 7.5yr5/4
c2-3p 5P/'8 /2 sil 2msbk mvfr cw - 0.5 0.8
c3 10 7/2
5 29-40 10yr5/6 f 5;jg sil 1 msbk mfi - - 0.2 0.3
*Effluent#1 =BOD 5>30<220 mg/L and TSS>30<-1 50 mg/L *Effluent#2=BOD5<30 mg/L and TSS<.-30 mg/L
CST Name(Please Print) Signature: CST Number
Tom Gustum 227618
Address Gustum Septic Service Date Evaluation Conducted Telephone Number
N13450 937th St.,New Auburn,WI 54757 11/17/00 715-658-1344
property owner Humbird Land Corporation Parcel ID# pending Page 2 of 3—
2�
Boring j Boring
F Id Pit Ground Surface elev. ---99-9 Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots WM2
- --QpDA2 --
*Eff#1 E ff Q21-
1 0-11 1 Oyr3/2 none sil 2msbk mvfr as 2f,1m 0.5 0.8
2 11-16 1 Oyr4/4 none sit 2msbk mfr cw 1f 0.5 0.8
3 16-24 7.5yr4/6 none sit 2msbk mvfr cw 0.5 0.8
4 24-31 7.5yr4/6 none sl 2msbk mvfr cw 0.5 0.9
5 3140 7.5yr4/6 c3 p I Oyr7/2 sil 2msbk mfr 0.5 0.8
7.5yr5/8
Boring
# I Bo
F-I I ring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots I GPDW
*EfW1 *Eff#2
Boring
# Boring
F-I I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate ii
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 GP *E,f.1102
Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L Effluent#2=BOD5 S_30 mg/L and TSS<30 mg/L
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need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
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