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2019/07/29 - SANITARY - CST - Soil Test - CST-19-95
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2019/07/29 - SANITARY - CST - Soil Test - CST-19-95
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Last modified
10/8/2021 11:00:35 AM
Creation date
7/29/2019 9:28:07 AM
Metadata
Fields
Template:
Property Files v2
Document Date
7/29/2019
Document Type 1
SANITARY
Document Type 2
CST
Document Type 3
Soil Test
County Permit Number
CST-19-95
Tax ID
12636
Pin Number
07-018-2-39-16-02-5 15-136-016000
Legacy Pin
018903501600
Municipality
TOWN OF MEENON
Owner Name
DAVID & ELIZABETH POLENSKY
Property Address
27121 DEER STAND TRL
City
WEBSTER
State
WI
Zip
54893
Previous Owners
DAVID & ELIZABETH POLENSKY
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r � C0 I 7.2�.6 -��0_ <br /> DiMinlude, <br /> a t dMt Services C,'3 /9-97 <br /> D` U vv SOIL EVALUATION REPORT <br /> Page 1 of 3 <br /> JUL <br /> 2 6 2019 in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> County <br /> lete site plan on p r n t less than 81/2 x 11 inches in size. Plan must Burnett <br /> not li i al an horizontal reference point(BM),direction and <br /> eq ttiltgtfinensions,n rth arrow,and location and distance to nearest road. Parcel I.D. <br /> vices Depa ent all information. 07-018-2-39-16-02-5 15-136-016000 <br /> wed By Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). & ,1019 <br /> Property Owner Property Location <br /> David&Elizabeth Polensky Govt.Lot 1/4, 1/4, S2,T39N, R16W <br /> Property Owner's Mailing Address Lot# Block# I Subd.Name or CSM# <br /> 10432 Vincent Ave S 9 Doriott Farmstead Add <br /> City State Zip Code Phone Number ❑ City ❑Village® Town Nearest Road <br /> Bloomington MN 1 55431 1 763-477-1921 Meenon 1 27121 Deer Stand Trail <br /> ®New Construction Use: ® Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> ❑Replacement ❑ Public or commercial-Describe: <br /> Parent material Sandy Outwash Flood plain elevation,if applicable NA ft. <br /> General comments Propose a 7 x 65'(3 bedroom)mound dispersal cell or 6 x 50'(2 bedroom)mound dispersal cell located along the 97.00'contour <br /> and recommendations: with a system elevation=97.50'. Upslope mound contour staked onsite. <br /> j, Boring# <br /> ❑Boring <br /> ®Pit Ground surface elev. 95.90 ft. Depth to limiting factor _ 32 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure j Consistenco Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eft#1 •Etf#2 <br /> 1 i 0-5 7.5YR2.5/2 - Is lfgr mvfr cs -i-3f-co 0.7 1.6 <br /> 2 5-9 7.5YR3/4 - Is Osg ml gs 13f-M 0.7 1.6 <br /> 3 9-25 7.5YR5/4 - s Osg ml gs 2f-co 0.7 1.6 <br /> 4 25-32 7.5YR5/4 - C 2mabk mfr gs 2f-m 0.2 0.3 <br /> 5 32-48 7.5YR5/4 f2d5YR5/8 C 2f-mabk mfr - if--m 0.2 0.3 <br /> Manganese reduction at 32"10YR2/2 streaks <br /> Z, Boring# <br /> ❑Boring <br /> ®Pit Ground surface elev. 96.10 ft_ Depth to limiting factor 41 in. ISoil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture I Structure Consistency Boundary Roots i GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color i Gr.Sz.Sh. i I 'Eff#1 *Eff#2 <br /> 1 0-5 ` 7.5YR2.5/2 -- Is ----1fgr mvfr ( cs 3f-co 0.7 1.6 <br /> 2 5-11 7.5YR3/4 - Is Osg ml gs 3f-co ( 0.7 1.6 <br /> 3 11-28 7.5YR5/4 - s Osg ml gs 2f-co 0.7 1.6 <br /> 4 28-41 7.5YR5/4 - c 2mabk mfr gs 2f-m 0.2 0.3 <br /> 5 41-57 7.5YR4/4 c2d5YR5/8 sI m mfr - 1f--m 0.2 0.6 <br /> 7.5YR6/2 <br /> f <br /> *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 g30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signature: CST Number <br /> Keith Stoner _ _ t 224059 <br /> Address Keith Stoner CST Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 7/3/2019 715-566-0900 <br /> SBD-8330(R.07/13) <br />
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