HomeMy WebLinkAbout038-1030-10-000 (2)
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Wisconsin Department of Safety and Professional Services
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Division of Industry Service RECEIVED ,
GG SOIL EVALUATION REPORT ,kl 17tj
AUG 1 ) 4ccordance with SPS 385, Wis. Adm. Code County
St. Croix
Attach complete site plan on pa er not less than 8 1/2 x 11 inches in size. Plan must include, _
but not limited to: vertical and;Ri2GR9&d:6 7oYt (BM), direction and percent slope, Parcel I.D. D 149 oiocp~s
scale or dimensions, noQQMAk~cDfiM5b0fAi "to nearest road. 0 Ref #2443
Please print all information. Review y Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). //,3// Y
Property Owner Property Location ❑
Richard & LiNae Salsbury Govt. Lot NE % SE % S 07 T 31 N R 18 E (or) W
Property Owner's Mailing Address Lot # Block # SuDd. Name or CSM#
2224 90`h St. na r na
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
New Richmond WI 54017 (715) 246-6369 Star Prairie
❑ New Construction Use: ® Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD
® Replacement ❑ Public or commercial - Describe:
Parent material Glacial Till Flood Plan elevation if applicable na ft.
General comments and recommendations: Site suitable for replacement mound POWTS. Recommended infiltrative surface elev. to be 98.75' at 21 above
97.00' contour.
E Boring # ❑ Boring
® Pit Ground surface elev. 98.63 ft. Depth to limiting factor 17" in.
Soil Application Rates
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#
1 0-8 10yr3/2 none sil 2fgr mvfr cs 2vf,fm 0.6 0.8
2 8-17 10yr4/4 none sicl 2f&msbk dh cw 2vf1 fm 0.4 0.6
at -3-17-21 10yr4/4 f2f 7.5yr5/8 sil 2f&msbk dh cw 1 vf,f 0.4 0.6
4 21-36 7.5yr4/6 m2d 7.5yr5/8 fsl 1 csbk mfr gw 1 of 0.2 0.6
5 36-56 7.5yr4/6 map 7.5yr5/8 fsl Om mfr 0.2 0.5
Boring # ❑ Boring
® Pit Ground surface elev. 95.30 ft. _ Depth to limiting factor 15" in.
~.p /6LJ 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 10yr3/2 none sil 2fgr mvfr cw 2vf,fm 0.6 0.8
4412 9-15 10yr4/4 none sil 1thinpl to 12" ds gw cw 0.4 0.6
2fsbk
3 15-18 10yr4/4 f2f7.5yr5/8 sil 2msbk ds cw 2vf,1f, 0.6 0.8
4 18-26 7.5yr4/4 m1 f 7.5yr5/8 sicl 2msbk dsh cw 1 of 0.4 0.6
5 26-41 7.5yr4/4 cap &.5yr5/8 sicl 1 csbk mfi - 1 of 0.2 0.3
* Effluent #1 = BOD, > 30<_ 220 m / and TSS 30 150 --/I fluent #2 = BOD, > 30:5 220 m /L and TSS > 305 150 m /L
CST Name (Please Print) Sign ure CST Number
James K. Thompson - 30021
Address ate Evaluation Conducte Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 April 15, 2106 (715) 248-7767
SBD-8330 (R04/15)
Boring # ❑ Boring
® Pit Ground surface elev. 98.32 ft. Depth to limiting factor 16 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 0-8 10yr3/2 none sil 2fgr mvfr cs 2vf,fm 0.6 0.8
2 8-16 10ry5/4 none sil 1 fsbk mvfr gw 2vf1 fm 0.4 0.6
3 16-41 10ry5/4 c2d 7.5yr5/8 sil 1 msbk ds cw 1 vf,f 0.4 0.6
4 41-56 7.5yr4/4 m2d 7.5yr5/8 sl Om dh cw - 0.2 0.6
5 56-80 10yr5/3 m2p 7.5yr5/8 sil Om dsh 0.0 0.2
F4] Boring # ® Boring /
❑ Pit Ground surface elev. 97.82 ft. Depth to limiting factor 20 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 10yr3/2 none sil 2fgr mfr cw 2vf,fm 0.6 0.8
2 9-20 10yr5/4 none sil 2fgr ds cw 2vf,fm 0.6 0.8
3 20-43 10yr5/4 m2d 7.5yr5/8 sil 1 csbk dsh cw 1 vf,f 0.4 0.6
4 43-68 7.5yr4/4 m2d 7.5yr5/8 sl Om dh - 0.2 .06
5 Boring # ❑ Boring
® Pit Ground surface elev. 95.11 ft. Depth to limiting factor 24 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 0-8 10yr3/2 none sil 2fgr dsh cw 2vf,f 0.6 0.8
2 8-24 10yr5/4 none sil 1 fsbk dsh cw 2vf,f 0.4 0.6
3 24-30 10yr5/4 c2d 7.5yr5/8 sil 1 fsbk dsh cw 1 vf,f 0.4 0.6
4 30-42 7.5yr4/4 cad 7.5yr5/8 sl Om dh - 0.2 06
Effluent #1 = BOD, > 30:5 220 mg/L and TSS > 30:5 150 mg/L Effluent #2 = BOD, > 30 220 mg/L and TSS > 30 150 mg/L
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