HomeMy WebLinkAbout040-1271-10-000 (2) T 1340
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 reference point(BM),direction and
percent slope,scale or dimemsions,north arrow,and lecatiorread lr parcel I.D.~istance to nearest road. D7 U — /'0-600
Please print all i40rinatibn.. R?t By Date
Personal information you provide may be ustd-ib We ndary purer(Privacy Law s,5.04(1)(m)).
Property Owner Location
Humbird Land Corporation r 130 .Lot NE 1/4 NW 1/4 S 20 T 28 N R 19 W
Property Owner's Mailing Address 4 j t 4 v' �r tE, � tbt't Block# Subd.Name or CSM#
332 Minnesota Street, East 140 - 2 X12 n/a Troy Wood Subdivision
City State; ipCode Phdi*Ny low City J Village ✓ Town Nearest Road
Saint Paul MN '45101 zc4�t�L�2- 55, :` Troy I E Cove Rd/Windy Hill Road
II' New Construction Use: Resiclf; i%ij/kuni�4,be�rel5ms 3 Code derived design flow rate 450 GPD
_1 Replacement Public or corrirriePCt91'=Describe:
Parent material loess over shale bedrock Flood plain elevation,if applicable n/a
General comments
and recommendations: Part of 1.64 acres. BM#1= 100.0'. BM#2=92.6'. Recommend mound system along 91.1'contour. P53
from preliminary boring work done 5-5-00.
[F513 Boring# -J Boring
1/' Pit Ground Surface elev. 91.2 ft. Depth to limiting factor 36 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-6 10yr2/2 none sil 2msbk mvfr as 2f,1m 0.5 0.8
2 6-14 10yr3/4 none sil 2msbk mfr cw 1 f 0.5 0.8
3 14-18 10yr4/4 none sit 2msbk mvfr cw - 0.5 0.8
4 18-36 10yr4/6 none sl 2msbk mvfr cw - 0.5 0.9
5-'- 36-50 10yr4/6 03T5yr5/8 sil 2msbk mfr - - 0.5 0.8
Boring# I Boring
e Pit Ground Surface elev. 91.0 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/t=
*Eff#1 *Eff#2
1 0-10 10yr3/2 none sil 2msbk mvfr as 2f,1m 0.5 0.8
2 10-14 10yr4/4 none sil 2msbk mvfr cw 1f 0.5 0.8
3 14-26 7.5yr4/6 none sit 2msbk mfr cw - 0.5 0.8
4 26-35 10yr8/3 none UWB m mefi - - 0.0 0.0
*Effluent#1=BOD?30<220 mg/L and TSS>30<-1 50 mg/L *Effluent#2=BOD5<-30 mg/L and TSS<�10 mg/L
CST Name(Please Print) Signature: CST Number
Tom Gustum 227618
Address Gustum Septic Service Date Evaluation Conducted Telephone Number
N13450937th St.,New Auburn,WI 54757 11/17/00 715-658-1344
property Owner Humbird Land Corporation Parcel ID# pending Page 2 of `3 '
2 ] Boling# ng — —
Zr'J Pit Ground Surface elev. 91.0 ft. Depth4o limiting factor 45 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ---- GPD/It'. _-.-
*Eff#1 *Eff#2
1 0-11 10yr3/2 none sil 2msbk mvfr as 2f,1m 0.5 0.8
2 11-15 10yr4/4 none sil 2msbk mfr cw 1f 0.5 0.8
3 15-25 7.5yr4/6 none sil 2msbk mvfr cw - 0.5 0.8
4 25-35 7.5yr4/6 none gr.sl 2msbk mvfr cw - 0.5 0.9
5 35-45 7.5yr4/6 none sl 2msbk mfr cw - 0.5 0.9
6 45-52 7.5yr4/6 c3p 10yr7/2 sl 2msbk mfi - - 0.5 0.9
Boling
F-1 # J Boling -- – --
,,;J Pit Ground Surface elev. — it. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots —0PD1112 _-
*Eff#1 *Eff#2
Boring
i
F-1 # J � --- ---------
_,,,;� Pit Ground Surface elev. — ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2
*Eff#1 *Eff#2
Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BOD5.30 mg/L and TSS<30 mg/L
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