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2008/06/25 - SANITARY - SAN - Other
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TOWN OF SCOTT
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18524
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2008/06/25 - SANITARY - SAN - Other
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Last modified
3/6/2020 8:51:44 AM
Creation date
9/29/2017 12:56:07 AM
Metadata
Fields
Template:
Property Files v2
Document Date
6/25/2008
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
18524
Pin Number
07-028-2-40-14-24-5 05-006-011000
Legacy Pin
028412409100
Municipality
TOWN OF SCOTT
Owner Name
MICHAEL N FLATNESS
Property Address
28219 TOKASH RD
City
SPOONER
State
WI
Zip
54801
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PRIVATE ONSITE WASTEWATER TREATMENT SYSTEM MANAGEMENT PLAN <br /> SEPT140ANK AND GRAVITY IN-GROUND SOIL'ABSORPTION COMPONENT <br /> Pursuant to Comm. 83:54 Wis.Adm. Code each Private Onsito Wastewater7reatment System (POWTS) <br /> shallinclude information and pe"ures for maintaining tho ,vystem within the parameters of Comm. 83 <br /> and 84, and tho conditions of approval by the department, agent, or governmental unit, The approved <br /> plans and permits for system is on file at the county zoning office. <br /> This management plan complies with Comm, 83.54, Wis, Adm. Code and the In-Ground Soil Absorption <br /> Component Manual for Private Onsite Wastewater Treatment System SBD-10567-P (8.6/99), <br /> Table 1: System D sian S ecifications <br /> .4anitary Permit Number <br /> Number of Bedrooms 44 <br /> Design Flow-Peak d Q <br /> Estimated Flow-Average d Q <br /> Se tic Tank Capacity al p <br /> -Soil Absorption Component Size ft <br /> Type of Wastewater <br /> Table 2: Soil Abs orption Component— Limits of Reliable Operation <br /> Septic Tank Component Soil Absorption Component <br /> Design Flow-Peak (gpd) Z100 Z100 <br /> Maximum Influent Particle Size in N/A 1/8 <br /> Maximum BOD m N/A 220 <br /> Maximum TSS m N/A 150 <br /> Maximum FOO N/A 30 <br /> Table 3: Maintenance Schedule <br /> Septic Tank Inspect and service once every 3 years <br /> Outlet Filter Should inspect once a year and clean once every year <br /> Soil Absorption Component Inspect once every 3 years <br /> Dose Chamber <br /> Notice that the dose chamber may fill due to flow continuing during pump malfunction <br /> or power outages. One large dose when the power comes on or woen the pump is repaired <br /> may cause the soil absorption component to have problems, In this §ituation, the pump <br /> ' chamber should beumwd b a licensed pumper before um cycling begins or other <br /> measures shall be used to dose the mound component with only the proper amount of <br /> ` influent, This may Include manual operation of the pump controls until such time the pump <br /> chamber has reached its normal level. Dose chambers are to be inspected routinely and <br /> maintained when necessary In accordance with their approvals, <br /> 1 <br />
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