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1992/09/11 - SANITARY - SAN - Other
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TOWN OF OAKLAND
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14920
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1992/09/11 - SANITARY - SAN - Other
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Last modified
3/6/2020 4:42:30 AM
Creation date
9/30/2017 10:37:51 AM
Metadata
Fields
Template:
Property Files v2
Document Date
6/13/2008
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
14920
Pin Number
07-020-2-40-16-23-5 15-447-012000
Legacy Pin
020940001200
Municipality
TOWN OF OAKLAND
Owner Name
VICKI L MACK REV INTERVIVOS TRUST
Property Address
28262 TOLLANDER EXT
City
DANBURY
State
WI
Zip
54830
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INSTRUCTIONS FOR COMPLETING FORM 115- SBD - 6395 <br /> To be a complete and accurate soil test,your report must include: <br /> 1. Complete legal description; <br /> 2. The use section must clearly indicate whether this is a residence or commercial project; <br /> 3. MAXIMUM number of bedrooms or commercial use planned; <br /> {. Is this a new or replacement system; <br /> 5. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL OTHER <br /> SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; <br /> 6. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan; <br /> 7. MAKE A LEGIBLE diagram accurately locating your test locations.Drawing scale is prefered.Aseparatesheet <br /> may be used if desired; <br /> S. Make sure your benchmark and vertical elevation reference point are clearly shown,and are permanent; <br /> 9. Complete all apropriate boxes as to dates,names,addresses,flood plain data,percolation test exemption,if <br /> appropriate; <br /> 10. If the information (such as flood plain,elevation)does not apply,place N.A.in the appropriate box; <br /> 11. Sign the form and place your current address and yur certification number; <br /> 12. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL <br /> AUTHORITY WITHIN 30 DAYS OF COMPLETION. <br /> ABBREVIATIONS FOR CERTIFIED SOIL TESTERS <br /> Soil Separal and Textures Other Symbols <br /> at — Stone (over 1U') BR — Bedrock <br /> cob — Cobble (3 - 10") SS — Standstone <br /> gr — Gravel (under 3") LS — Limestone <br /> 's — Sand HGW — High Groundwater <br /> cal — Coarse Sand Perc — Precolation Rate <br /> meds — Medium Sand W — Well <br /> to — Fine Sand Bldg — Building <br /> Is— Loamy Sand > — Greater Than <br /> '91 — Loamy Sand < — Less Than <br /> 'I — Loam Bn — Brown <br /> 'sit — Silt Loam BI — Black <br /> si — Slit Gy — Gray <br /> cl — Clay Loam Y — Yellow <br /> act — Sandy Clay Loam R — Red <br /> sicl — Silty Clay Loam mot — Mottles <br /> sc — Sandy Clay w/ — with <br /> sic — Silty Clay fff — few, fine, faint <br /> 'c -— Clay cc — common, coarse <br /> pt — Peat mm — Many, Medium <br /> m — Muck d — distinct <br /> p — prominent <br /> HWL — High water level, <br /> surface water <br /> Six general soil textures BM — Bench Mark <br /> for liquid waste disposal VRP — Vertical Reference Point <br /> TO THE OWNER: <br /> This soil test report is the first step in securing a sanitary permit. The county or the Department may request <br /> verification of this soil test in the field prior to permit issuance.A complete set of plans for the private sewage system <br /> and a permit application must be submitted to the appropriate local authority in order to obtain a permit Thesanitary <br /> permit must be obtained and posted prior to the start of any construction. <br /> DMC� M0U ( �, <br /> AU6 � ► <br /> �_ CSC <br />
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