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v Wisconslr -MOaAmerit ofSafet yI Professional Services " DMZ
Division OftrrdtM" Sikes
SOIL EVALUATION REPORT Page I of 3
in accordance with WS 3A'Wia.+ Adm. C(lde
OUNTY
"f" lr County St Croix
Attach acb~n ~ less than 81/2 x 11 ilnches in size: Plan must,
ink I' ca a orizontal reference point (BM}; direction and parcel I.D. i1 7 T /~000
percent slope, scale or dimensions, north arrow, and location and distance to neaiest road. 07Z. 1477- vv v
Please print all information. //JJ~~,J ` Re ' by DtPersonal information you provide may be used for secondary purposes (Priva Law, s.'15.04 (1) (m)). lih3h
Pr
operty Owner Prope Lo n
Ronald R. Stewart NW 1/4 N 1/4 S 8 T 29 N R 18 E (or)❑W
Property Owner's Mailing Address o Block # Subd. Name or M#
740 112th Street
City State Zip Code Phone Number ity ❑ Vllage Town Nearest Road
Roberts WI 54023 ( 7)15 749 3660 wan= 112th Street
New Construction Use Residential / Number of bedrooms _ 3 Code derived design flow rate 450 GPD
E] Replacement Public or commercial - Describe:
Parent material sandstone _ Rood Plain elevation if applicable ft.
General comments,
and recommendations: `J`I+
d~ CQ, ~J1 a
1❑ Boring # [I Boring
a Pit Ground surface elev. 91'5" ft. Depth to limiting factor 28 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-28 10YR2/2 SL smsbk mfr cw if 0.6 1.0
2 28-43 10YR4/4 ml f 7.5YR5/8 SCL 2msbk mr cw lm 0.4 0.6
3 43-49 7.5YR4/6 c2 d 2.5YR3/6 spots/streaks S Osg ml cw lc 0.7 1.6
4 ~~_4pW 10YR5/3 SCL 2mabk mr 0.4 0.6
77j
2 Boring # ❑ Boring 91' 5" 15
Q 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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-15 10YR3/4 SL lfsbk mvfr cw 2f 0.4 0.7
2 15-30 10YR5/8 0 7.5YR4/4 SCL 2msbk mfr 0.4 0.6
* Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Ef l 5 _ and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Dale R. Stewart 220879
Address Dat valuation Conducted Telephone Number
757 107th Street 11/03/2014 715 497 9996
SBD-8330 (807/13)
`y
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Stewart, Ronald R. Parcel ID #
Property Owner 29 in. Soil ligtion Rate
Boring 89' 3" ft Depth to limiting factor - GPD/W
3n Boring # Ground surface elev. Structure Consistence Boundary Roots *Eff#1 *Eff#2
L~_ J ❑ Pit lion Texuun'
Depth Dominant Color Redox DescnP Gr. Sz. Sh. f 0.6 1.0
Horizon Qu. Sz. Cont. Color Cw i
in. Munsell SL 2msbk MR 0.6 1.0
10YR3/4 2msbk mfr cw lm 1.6
1 p-8 SL
cam, 0.7
2 8-18 10YR4/6 S Osg ml
0.4 0.6
3 18-29 10YR5/8 SCL 2msbk mfi
29-45 10YR5/8 ml d 2.SYR5/6
4
7.5YR7/1 streaks
❑ Boring Depth to limiting factor in. Soil I-ication Rate
El goring # ft Roots GPDIfF
0 Pit Ground surface elev. Structure Consistence Boundary
Texture *Eff#1 *Eff#2
Horizon Depth Dominant Color Redox Description Gr. Sz. Sh.
in. Munsell Qu. Sz. Cont. Color
❑ Boring Depth to limiting factor - in. Soil lication Rate
ft.
El Boring # Ground surface elev. Roots GPDtfF
❑ Pit gVucture Consistence Boundary *Eff#1 *Eff#2
Depth Dominant Color Redox Description Texture
Horizon Gr. Sz. Sh.
Munsell Qu. Sz. Cont. Color
in.
* S< 30 rngA- and TSS< 30 m9IL
Effluent #2 = BOD
Effluent #1 =GOD > 30 220 mglL and TSS >30 < 150 mglL
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SBD-8330 (807/13)
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