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septic info including 2003 design
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1190 Lyman Avenue - 35-118-23-43-0034
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septic info including 2003 design
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Last modified
8/22/2023 4:59:48 PM
Creation date
6/22/2017 2:27:13 PM
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x Address Old
House Number
1190
Street Name
Lyman
Street Type
Avenue
Address
1190 Lyman Avenue
Document Type
Land Use
PIN
3511823430034
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� s <br /> To install the Performance System, approval will be needed from the local unit of <br /> Government. An operating permit is required by the County. The permit will need to <br /> include monitoring of the seepage bed for hydrautic overloading. This could be done at <br /> the same time the Multi-Flo is serviced. Lab samples will be needed to test for fecal <br /> coliforms, recommend 1 time a year at a cost of$75.00 to $100.00 per test. The <br /> samples must be less than 2000 colonies/100m1 of effluent. If the sample is greater <br /> than this a new sample will need to be taken in 30 days. Inspection pipes will need to <br /> be installed to the bottom of the sand fill and bottom of the rock bed. <br /> The1st tank will be a 1500 gallon trash trap dosing chamber reversed using the 500 <br /> gallons as a trash trap and the 1000 gallons as a dosing chamber (pump #1) which will <br /> dose 12.5 gallons every 30 minutes with a timer to the Multi-Flo Unit. The effluent will <br /> flow gravity from the Multi-Flo to the 1500 gallon pumping chamber (pump #2) which <br /> will pressurize the seepage bed. The power supply and switches must be located <br /> outside the manhole and pumping chamber in a weather proof enclosure. A warning <br /> device must be installed with a light and sound device, this is in case of a pump failure. <br /> The Mitigation Plan is If hydraulic overloading would occur, a timer could be installed to <br /> reduce the amount of effluent pumped to the system and also by using the 1500 gallon <br /> pumping chamber allows the effluent to be stored during peak use and pumped to the <br /> system during low water use periods. The second would be to install holding tanks. <br /> A water meter will need to be installed to monitor daily water use. <br /> The soils at a depth of 12" have a percolation rate of 7.5 mpi. <br /> All neighboring wells are located greater than 100' away from the proposed treatment <br /> area. <br /> Keep all heavy equipment off of the proposed treatment area before and after <br /> construction. The treatment area should be marked off before construction. This <br /> Design is not valid &the system will need to be relocated if failure to protect the areas <br /> proposed for On-Site Sewage Treatment occurs. <br /> 2 <br />
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