HomeMy WebLinkAbout030-2027-20-000 (3) CST-- 0).Gl? - 00 ,'7
Wisconsin Department of Safety and Professional Services Page 1 of 3
Division of Industry Services
SOIL EVALUATION REPORT
X11
oK In accordance with SPS 38 Wis. Code County
St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 in in s' Pla e,
but not limited to: vertical and horizontatitefdrence point (BM), cti n Parcel I. .
scale or dimensions, north arrow, and location and distanr, Q82~ 030-20 0-000 Ref #2498
Please print all in DC~O JBG Revi d by Date
Personal information you provide may be used for secc.,-. y purposes Privac Law, s. 15.04 1 m .
Property Owner Property Location
J. Michael Homes, Inc. - John Eral Govt. Lot 3, NE '/4 SW '/4 22 T N R 20 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. ame or CSM#
_1444 Trian le Dr. (Site Address) Na Na Na
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
i
Houlton WI 55082 (651) 808-3966 St. Joseph Triangle Dr. 00 j e%,
F -
® New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
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® Replacement ❑ Public or commercial - Describe:
-
Parent material Glacial Drift Flood Plan elevation if applicable na ft.
General comments and recommendations: Site suitab for mound P S plac d on 7.75' contour with 12" of ASTM-C33 sand lift.
Boring # Boring 5e ,.D o ' " (-J /e--
1 ❑
®Pit Ground surface elev. 97.83 ft. Depth to limiting factor 28" 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 0-11 1Oyr3/3 none I 2fgr mvfr cw 2fm 0.6 0.8
2 11-20 1Oyr4/6 none I 2fsbk mvfr gw 2fm 0.6 0.8
3 20-28 1Oyr4/6 none 1 1msbk mvfr cw 1fm 0.4 0.6
III 4 28-45 1Oyr8/3 none LSBR Om na 1f 0.0 0.0
i
F2 I Boring # ❑ Boring
I_ ® Pit Ground surface elev. 97.41 ft. Depth to limiting factor 24" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 __j
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. i
`Eff#1 `Eff#2
1 0-9 1Oyr3/3 none I 2fgr mvfr cw 2fm1c 0.6 0.8 -1
2 9-18 1Oyr4/6 none I 2fsbk mfr cw 2fm1c 0.6 0.8
3 18-24 1Oyr4/6 none Ifs Osg ml cw 1f 0.5 1.0
frag.
SBR Om na 1f 0.0 010
4 24-38 1Oyr8/3 none L
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Effluent #1 = BOD, > 30 220 m L and TSS > 30 150 m /L 15ff #2 = BOD, > 30 s 220 m /L and TSS > 30 150 m /L
CST Name (Please Print) Signature= CST Number
James K. Thompson.. 30021
Address ate Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 January 29, 2018 (715) 248-7767
SBD-8330 (R04/1
❑
Boring # Boring
® Pit Ground surface elev. 97.74 ft. Depth to limiting factor 27" 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 0-11 10yr3/3 none I 2fgr mvfr cw 2fm1c 0.6 0.8
2 11-20 10yr4/6 none I 2fsbk mvfr cw 1fm 0.6 0.8
3 20-27 10yr4/6 none 1 1fsbk mvfr cw 1f 0.4 0.6 frag. 4 27-41 10yr8/3 none LSBR Om na 1f 0.0 0.0
Boring # F-1 Boring e
® Pit Ground surface elev. 96.68 ft. Depth to limiting factorX 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 none I 2fgr mvfr cw 2fm1c 0.6 0.8
2 9-16 10yr3/6 none I 2fsbk mvfr cw 2fm1c 0.6 0.8
3 16-28 10yr8/3 none frag. Om na 1 vf,f 0.0 0.0
LSBR
Boring # ❑ Boring
u ❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture TGr tructure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color .Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD, > 30:5 220 mg/L and TSS > 30 150 mg/L * Effluent #2 = BOD, > 30<_ 220 mg/L and TSS > 30:5 150 mg/L
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