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Wiscon nd Professional Services Page 1 of 3
Division Iif D FJJRFJC_®
SOIL _ KBN46
S r r~ ~~i / In accordance with SPS 385, Wis. Adm. Code CoAty
Attach com St. Croix
~teCl~r~~b~7l~not less than 8 1/2 x 11 inches in size. Plan must include,
but ng0MKMWi LlQFW#Wference point (BM), direction and percent slope, Parcel I. .
scale or dimensions, north arrow, and location and distance to nearest road. 018-10 -40-050 Ref #2455
Please print all information. R e d by DatV
Personal information you provide may be used for seconds purposes Privac Law, s. 15.04 1 m . !i
Property Owner Property Location
Eileen Fasbender Govt. Lot SE % SW % S 3 T 29 R 17 E (or) W
Property Owner's Mailing Address Lot # Block # Sub . Name or CSM#
14090 90" St. So. na na na
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Hastings MN 55033 (952) 567-9238 Hamond . T
® New Construction Use: ® Residential/ Numberof bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Glacial Till Flood Plan elevation if applicable na ft.
General comments and recommendations: Site suitable for mound POWTS. Recommended infiltrative surface elev. to be 103.00' at 12" above 102.00'
contour. B-4 & B-5 evaluated to determine suitability of site as source of driveway fill.
1❑ Boring # ❑ Boring
® Pit Ground surface elev. 102.10 ft. Depth to limiting factor >54in.
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 0-11 10yr3/4 none sil 2fgr mvfr cw 2vf,f,m 0.6 0.8
2 11-22 10yr4/4 none Sid 2fsbk mvfr gw 2vf,f 0.4 0.6
3 22-54 7.5yr4/6 none sl 1msbk mfr 1vf,f 0.4 0.7
2 Boring # ❑ Boring
® Pit Ground surface elev. 99.17 ft. Depth to limiting factor 32" 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 0-9 10yr3/4 none sil 2fgr mvfr cs 2vf,f,m 0.6 0.8
2 9-20 10yr4/4 none gr sl 2fsbk mvfr gw 1vf,f 0.6 1.0
3 20-32 7.5yr4/4 none sl 1msbk mfr cw 1vf,f 0.4 0.7
4a 32-56 7.5yr4/4 none sl 1msbk mfr - 0.4 0.7
4b 32-56 10yr4/6 none scl Om mfi 0.0 0.0
Effluent #1 = BOD, > 30:5 220 m /L and TSS > 30 150 m /L ` Effluent #2 = BOD, > 30 220 m /L and TSS > 30 s 150 m /L
CST Name (Please Print) Signature e~. CST Number
James K. Thompson 30021
Address ate Evaluation Cond cted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 October 11, 2016 (715) 248-7767
SBD-8330 (R04/15)
❑ Boring f
❑ Boring #
® Pit Ground surface elev. 102.36 ft. Depth to limiting factor 31" 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 0-10 10yr3/4 none sil 2fgr mvfr cs 2vf,f 0.6 0.8
2 10-16 10ry4/4 none sicl 2fsbk mvfr gw 1vf,f 0.4 0.6
3 16-31 7.5yr4/4 none sl 1msbk mfi cw 1vf,f 0.4 0.7
4 31-51 7.5yr4/4 f2f 7.5yr5/8 sl 1 msbk mfi - 0.2 0.3
FE -
❑ Boring # F-1 Boring
® Pit Ground surface elev. na ft. Depth to limiting factor na 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 0-12 10yr3/3 sil sil na mvfr gi na na na
2 12-28 10yr4/4 2fd 7.5yr5/8 gr sl na mvfr gw na na na
3 28-44 10yr4/4 m2d7.5yr4/6 Ifs & fsl na mvfr aw na na na
4 44-65 7.5yr4/4 m1p7.5yr5/8 scl na mfi na na na
5❑ Boring # ❑ Boring
® Pit Ground surface elev. na ft. Depth to limiting factor na 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 0-9 10yr3/3 na sil na mvfr cw na na na
2 9-22 10yr4/4 na sicl na mfr gw na na na
3 22-39 7.5yr4/4 na scl na mfi gw na na na
4 39-58 10yr5/4 na sc na mfi na na na
Effluent #1 = BOD, > 30:5 220 mg/L and TSS > 30 150 mg/L * Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 30:5 150 mg/L
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