HomeMy WebLinkAbout008-1038-70-050 (2)
Wisconsin DepartR
rri E=V onal Services Page 1 of 3
Division of Industry Services
AUG 17 2017 SOIL EVALUATION REPORT
ST. CROIX COUNTY In accordance with SPS 385, Wis. Adm. Code County
Attach complete -50M( rW(DEVE WPIl x 11 inches in size. Plan must incly~e; St. Croix
but not limited to: vertical and horizontal reference point (BM), direction and percerit^islon-' Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearyst}Ppadj 008-1038-70-050 Ref #2484
Please print all information. JQO6~ , Re ed by Dat Lz~lu Personal information you provide may be used for secondar.~Gw ♦ aw s. 15.040)(m) .
Property Owner J TGovt.operty Location
Kurt & Dana Swanson Lot SE '/4 SW '/4 S T 2 N R 16 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
302 265" St. Na Na Na
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Woodville WI 54002 (715) 220-5380 Eau Galle 265" St. & Co. Rd. N
® New Construction Use: ® Residential / Number of 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 101.25' at 21" above 99.50' contour.
1❑ Boring # ❑ Boring
® Pit Ground surface elev. 99.53 ft. Depth to limiting factor 16" 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 0-8 10yr33 none sil 2fsbk mvfr cw 2vf,f 0.6 0.8
2 8-16 7.5yr4/4 none cosl 2msbk mvfr cw 1vf,f 0.6 1.0
3 16-18 7.5yr4/4 f2f 7.5yr5/8 cosl 2msbk mvfr cw 1vf,f 0.6 1.0
4 18-27 10yr5/4 m1d 5yr 5/8 fsl 1msbk mvfr gw - 0.2 0.6
5 27-36 10yr5/3 m2d 7.5yr5/8 fsl 1 ccpr mfr gw 0.2 0.6
6 36-46 10yr6/3 m2p5yr4/6 cl 1 csbk mfi 0.2 0.3
2❑ Boring # ❑ Boring
® Pit Ground surface elev. 99.51 ft. Depth to limiting factor 22" 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 0-10 10yr3/3 none sil 2fgr ds cs 1vf,fm 0.6 0.8
2 10-22 10yr5/4 none sil 1msbk dsh cw 1vf,fm 0.4' 0.6
3 22-29 7.5yr4/6 f2d 7.5yr5/8 fsl 1msbk dsh cw lvf,fm 0.2 0.6
4 29-41 10yr5/3 m2p 7.5yr5/8 scl 1csbk mvfr - 1vf 0.2 0.3
Effluent #1 = BOD, > 30< 220 m /L a d TSS > 0 150 m /L ' Effluent #2 = BOD, > 30 < 220 m /L and TSS > 30:5 150 m /L
CST Name (Please Print) Signat a CST Number
James K. Thompson 's 30021
Address Date Evaluation ConductV Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 August 9, 2017 (715) 248-7767
SBD-8330 (R04/15)
El Boring # ❑ Boring ✓
® Pit Ground surface elev. 97.32 ft. Depth to limiting factor 18" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/3 none sil 2fgr mvfr cs 1vf,fm 0.6 0.8
2 8-18 10yr5/4 none sil 1msbk ds cw 1vf,fm 0.4 0.6
3 18-27 7.5yr4/6 f2f 7.5yr5/8 cement Osg dsh cw 0.4 0.6
ed Ivfs
4 27-36 10yr6/3 m2d 7.5yr4/6 cl 2msbk mfi 0.4 0.6
❑ 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/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. l
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2I
Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 30!5 150 mg/L
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