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2023/06/27 - SANITARY - CST - Soil Test - CST-23-89
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2023/06/27 - SANITARY - CST - Soil Test - CST-23-89
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Last modified
6/27/2023 4:03:32 PM
Creation date
6/27/2023 4:01:21 PM
Metadata
Fields
Template:
Property Files v2
Document Date
6/27/2023
Document Type 1
SANITARY
Document Type 2
CST
Document Type 3
Soil Test
County Permit Number
CST-23-89
Tax ID
22399
Pin Number
07-032-2-41-16-36-2 02-000-011000
Legacy Pin
032533601300
Municipality
TOWN OF SWISS
Owner Name
SCOTT M & SHANNON M HAUSER
Property Address
29961 MINERVA DAM RD
City
DANBURY
State
WI
Zip
54830
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i�}'.�u` •c ur,' e`t: `ri c Professional Services <br /> I 6,.: .,ter.�L?�, !,o`�p: /,Li!' <br /> es.$ - _( Page of <br /> Ot Ia 15v� SOIL EVALUATION REPORT <br /> J U N 0 2023 In accordance with SPS 385,Wis. Adm. Code County <br /> Atta ornplete site plan on pap less than 8 1/2 x 11 inches in size.Plan must include, ' ,L <br /> L� G7 t T� <br /> tut no lir hit te.�k al a�d h,,; ontal •eference point(BM),direction and percent slope, Parcel I.D. <br /> cale or dim TAR Wow,and roc ation and distance to nearest road. +-t t-/(y 3(c`� O� GAG C//CO�' <br /> Land ervices uuuepartment ?-e3,1 �- <br /> Plueta print all information. i- ed <br /> Personal information youprovide maybe used for secondaryDate <br /> purposes(Privacy Law,s.15.04(1)m)). � � <br /> Property Owner , 7,23 <br /> Property Location <br /> CI 21 <br /> ice,s I.,t, 'Z V Govt.Lot 'IA TA S 36 T y/ N R /6' E (or) W <br /> Property Owner's Mailing Address Lot# I Block# I Subd.Name or CSM# <br /> City State Zip Code Phone Number 223 99 <br /> ❑City ❑Village 2 Town Nearest Road J,c/ 6/ <br /> I h101,,' IniN JS52/l, N-sT t9 ) <br /> I .54.I 5 1 /0 it)ervitaWrrr i? I <br /> El New Construction Use:0 Residential/Numberofbedrooms Code derived design flow rate GPD <br /> ❑Replacement Parent material <br /> ❑Public or commercial-Describe: �1 <br /> �f�t to /J,-; �I Flood Plan elevation If applicable f' ft. y 'V <br /> General comments and recommendations: <br /> Ir I Boring# 2 Boring q <br /> 0 Pit Ground surface elev. /b yff. Depth to limiting factor <br /> • <br /> Horizon Depth Dominant Color Redox Description ' Texture Structure ; Consistence BoundaryRoots Soil Application Rate <br /> 2 <br /> In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. GPD/Ff <br /> j B- y. 79-0 3)- /5 'Eff#1 Eff#2 <br /> ,(� zi-.l-y 7.5 t o 11/11l 5 /, <br /> If 51/-0 23i7/7 t s <br /> II Boring# ❑Boring • <br /> 0 Pit Ground surface elev. ft. Depth to limiting factor in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots1 <br /> In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. GPD/Ftz <br /> `Eff#1 _'Eff#2 <br /> I I <br /> I <br /> Effluent#1 =BOD,>30 s 220 mg/L and TSS>30 s 150 mg/L *Effluent#2=BOD,>30 s 220 mg/L and TSS>30.s 150 mg/L:ST Name(Please Prin Si nature g <br /> J/x hi Y5 SnG CST Number , <br /> ddress )77627:/.eg-0,..y <br /> 3 S— 'gate Evaluation Conducted <br /> N y b �Y,` o CTelephone Number <br /> Z/ b - / - )3 7(3= ye4-- c//s7 <br /> - SBD-8330(R04/15) <br />
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