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2023/05/25 - SANITARY - CST - Soil Test - CST-23-63
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2023/05/25 - SANITARY - CST - Soil Test - CST-23-63
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Last modified
5/26/2023 9:29:17 AM
Creation date
5/26/2023 9:28:09 AM
Metadata
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Template:
Property Files v2
Document Date
5/25/2023
Document Type 1
SANITARY
Document Type 2
CST
Document Type 3
Soil Test
County Permit Number
CST-23-63
Tax ID
3268
Pin Number
07-008-2-38-14-18-5 05-008-023000
Legacy Pin
008211802310
Municipality
TOWN OF DEWEY
Owner Name
ARTHUR J AND VICTORIA R LYONS
Property Address
23805 AZORAH LN
City
SHELL LAKE
State
WI
Zip
54871
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• Wlscor a (e bnal Services Page 1 of 3 <br /> Division f d Fv 1 1 - LS C 37 3j --L3 <br /> ei / IT SOIL EVALUATION REPORT <br /> MAY 2 2 2023 In accordance with SPS 385,Wis. Adm. Code County <br /> Burnett <br /> Attach complet site plan on paper not Its a-1 8 1/2 x 11 inches in size. Plan must include, <br /> but not li rifted to:vegjf etggfywntal reference point(BM),direction and percent slope, Parcel I.D. <br /> scale or iimerttiAngpkgrswpaffilnIgfretton and distance to nearest road. <br /> 07-008-2-38-14-18-5 05-008-023000 <br /> Please print all information. Review by' Date 2 <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). � ,, !D I �l 0?�.J <br /> Property Owner Property Location ❑ <br /> ARTHUR J AND VICTORIA R LYONS Govt. Lot 8 '/4 Y4 S 18 T 38 N R 14 E (or) W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# "----} !bti <br /> W 6251 PINEWOOD DR 20 32FS <br /> City State Zip Code Phone Number 0 City ❑Village ®Town Nearest Road <br /> HOLMEN I WI 154636 I ( ) I I Dewey 123805 AZORAH LN <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 Sandv outwash Flood Plan elevation if applicable N/A ft. <br /> General comments and recommendations: Mapped as 439D—Graycalm-Menahga complex, 12 to 30 percent slopes <br /> 1 Boring# ❑ Boring <br /> ® Pit Ground surface elev.97 ft. Depth to limiting factor 84 in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 <br /> In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. <br /> *Eff#1 *Eff#2 <br /> 1 0-6 7.5yr3/2 Is 2mbk mvfr dw 3f .7 1.6 <br /> 2 6-19 7.5yr5/4 Is 2msbk mvfr dw 2f1 m .7 1.6 <br /> 3 19-30 7.5yr4/6 Is 2msbk mvfr dw 1f .7 1.6 <br /> 4 30-84 7.5yr4/6 s Osg ml .7 1.6 <br /> 2 Boring# El Boring <br /> ®Pit Ground surface elev.99 ft. Depth to limiting factor 96 in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 <br /> In. Munsell Qu.Az.Cont. Color Gr.Sz.Sh. <br /> *Eff#1 *Eff#2 <br /> 1 0-5 7.5yr3/2 Is 2mbk mvfr dw 3f1m .7 1.6 <br /> 2 5-32 7.5yr5/4 Is 2msbk mvfr dw 2f2m .7 1.6 <br /> 3 32-96 7.5yr4/6 s Osg ml 1f .7 1.6 <br /> *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 s 150 mg/L <br /> CST Name(Please Print) Si ure ? CST Number <br /> Jon Schmitz 247338 <br /> Address Date Evalu tion cteG d Telephone Number <br /> PO Box 160 Shell Lake WI 54871 5-20-21 715-520-2434 <br /> SBD-8330(R04/15) <br />
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