HomeMy WebLinkAbout020-1053-30-000 (2)
CST
Wisconsin Dee Dfessional Services Page 1 of 3
Division of Ind t
s
APR 0 0 f~`` SOIL EVALUATION REPORT
In accordance with SPS 385, Wis. Adm. Code County
Attach complete s I o Ig~~~ 8 1/2 x 11 inches in size. Plan must include, St. Croix
but not IimiteBUMdPr~4Me point (BM), direction and percent slope, Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearest road. 020-1053-30-000 Reference #2431
Please print all information. Revi ed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). V~p fZ
Property Owner Property Location ❑
Michael J. Dudinyak Govt. Lot SW % SE % S 20 T 29 R 19 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
464 Jacobs Ln. 1 na CSM Vol. 11, Pg. 3128
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Hudson WI 54016 (612) 986-8849 Hudson Dorwin Rd.
❑ New Construction Use: ❑ Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD
® Replacement ❑ Public or commercial - Describe:
Parent material Glacial Outwash Flood Plan elevation if applicable NA ft.
General comments and recommendations: Site suitable for in-ground dispersal cell. Recommended infiltrative surface elev. to be 92.75' with 0.5 GPD/Sq.Ft.
loading rate.
~O NL•
Boring # ❑ Boring
® Pit Ground surface elev. 95.79 ft. Depth to limiting factor >96 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-14 1Oyr3/2 none sil 2fgr mvfr gs 3fm2c 0.6 0.8
2 14-20 1 Oyr4/3 none sil 2fsbk mvfr gw 2fm1 c 0.6 0.8
3 20-42 1Oyr4/4 none Ifs Osg ml cw 2vf,fm 0.5 1.0
4 42-49 7.5yr4/6 none Is Osg ml ow 1 of 0.7 1.6
5 49-65 1Oyr5/6 none s Osg ml aw - 0.7 1.6
6 65-96 1 Oyr5/6 none gr s Osg dl / 0.7 1.6
2❑ Boring # ❑ Boring a
® Pit Ground surface elev. 97.44 ft. Depth to limiting factor >108 in. II
w Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-20 1Oyr3/2 none sil 2fgr mvfr gs 3fm2c 0.6 0.8
2 20-42 1Oyr4/4 none sil 2fsbk mvfr cw 2fm1c 0.6 0.8
3 42-49 7.5yr4/6 none Is Osg ml cw 1 vf,f 0.7 1.6
4 49-74 1Oyr4/6 none s Osg ml aw - 0.7 1.6
5 74-108 1Oyr5/6 none stat. grs Osg dl i) 0.7 1.6
.L
2
* Effluent #1 = BOD, > 30 220 m / and TSS > 30 150 m /L ent #2 = BOD, > 30':5 220 mg/l and TSS > 30 150 m /L
CST Name (Please Print) Signature CST Number
James K. Thompson 30021
Address Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 March 25, 2016 (715) 248-7767
SBD-8330 (R04/15)
i
D3 F-1 Boring # Boring
® Pit Ground surface elev. 97.71 ft. Depth to limiting factor >115 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
1 0-13 10ry3/3 none sil 2fgr mvfr cw 3fmc 0.6 0.8
2 13-31 10yr4/4 none sil 2fsbk mvfr cw 2fmc 0.6 0.8
3 31-38 7.5yr4/6 none Is Osg ml cw 1vf 0.7 1.6
4 38-66 10yr4/6 none s Osg ml aw - 0.7 1.6
5 66-115 10yr5/6 none strat grs Osg dl 0.7 1.6 .0000,
❑ Boring 41 ❑ 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/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
❑ 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/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
* Effluent #1 = BOD, > 30 220 mg/L and TSS > 30:5 150 mg/L Effluent #2 = BOD, > 30 220 mg/L and TSS > 30 5 150 mg/L
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