HomeMy WebLinkAbout026-1061-95-000 (2)
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Wisconsin Department of Spfeb& jq~l rvices C ST' - 'PA
Division of Industry ServiceK CC'~ VV CC ~VJ
SOIL EVALUATION REPORT ° ~ 1 3 . le of
MAY 1 O iNjcuordance with Comm 85, Wis. Adm. Code
County St Croix
Attach complete site plaAl; 145MM 681W12) 11 inches in size. Plan must
include, but not IimiQ0M rQ nce point (BM), direction and Parcel I.D. 026-1061-95-000
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). C R-TI ti J gild
Property Owner Property Location ❑ D
Thomas Murry Govt. Lot NW 1/4 SW 1/4 S 20 T 30 N R 18 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1701 Industrial #3 NA Na CSM
City State Zip Code Phone Number []City ❑ Village • Town Nearest Road
Hudson WI 54016 ( 612-562-1876 Richmond lg3 Z Cty Rd A
❑ New Construction Use; Residential / Number of bedrooms 4 Code derived design flow rate 450 GPD
El Replacement Public or commercial - Describe: na
Parent material outwash Flood Plain elevation if applicable ft.
General comments Conventional system, system elevation 96.6 ft. Trenches spaced and depth to code 3.75ft below grade.
and recommendations: *Y- p~ / C,Ld 5 r=1.~oj~PGA~it~
n l $7 X46 S S1tA APW;*-S 7b g&- Fhl1'14)4q I 'J !IJ FCr,0PLAiAJ.
J
1
Boring # D Boring
❑
R Pit Ground surface elev. 100.40 ft. Depth to limiting factor 110 in
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-7 10yr3/1 none sit 2msbk mfr cs 2c .6 .8
2 7-17 1Oyr4/4 none scl 2msbk mfr gw 1c .4 .6
3 17-34 7.5yr4/4 none sl 2msbk mfr gw 1 f .6 1.0
4 34-110 7.5yr4/6 none ms cos ml na na .7 1.6
2 Boring # ❑ Boring 100.40 96
❑ Q 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 1Oyr3/1 none sit 2msbk mfr cs 2c .6 .8
2 9-17 1Oyr4/4 none scl 2msbk mfr gw 2c .4 .,6
3 17-36 7.5yr4/4 none cos osg ml gw 1 f .7 1.6
4 36-110 7.5yr4/6 none ms osg ml na na .7 1.6
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) f - l Signatur CST Number
David J. Steel L _ J 248956
Address Date Evaluation Conducted Telephone Number
1609 15f)th Ct Nf-w Ric hmnnrl W1 54(117 _ ~ 71 S_7F,(1_n2d7
Property Owner Thomas Murry Parcel ID # 026-1061-95-000 Page 2 of 3
P] E Boring # Boring 98.40 98
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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-7 10yr3/1 none sil 2msbk mfr cs 2c .6 .8
2 7-14 10yr4/4 none scl 2msbk mfr gw 2c .4 .6
3 14-51 7.5yr4/4 none cos ml ml gw na .7 1.6
4 51-98 7.5yr4/6 none ms ml ml na na .7 1.6
❑ Boring # 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/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # I:j 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/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
SBD-8330 (R07/13)
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Thomas Murry 1699 150th St
CST-POWTSM NWI/4SW1/4,S20,T30N,R18W New Richmond. WI 54017
Lic. #248956 Town of Richmond, St. Croix Co Direct 715- 760-0347
CSM Fax 715-246-0318
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
Legend N
1"=40' I
♦ = Benchmark Ele. 100.00 ft
Top of 1 " Pvc pipe
• = Alt Benchmark El, 99.70 ft
G/ Top of 1" pvc pipe
0 = Borings
Boring Elevations
BI = 100.40 ft
B2 = 100.40 ft
B3 = 98.40 ft
B4 = 0.00 ft
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