Laserfiche WebLink
' � , -• <br /> I <br /> I <br /> samples must � I��� than 2000 colc�nies/100m1 of effiuent. if the sample is greatQr <br /> than this a ne sample will need to be taken in 30 days. Inspe�tion pipes will neeqi to <br /> be instailed to�he bottom of the sand fill and bottom of the rock bed. i <br /> Du� to the loca1tion of the existing tanks, r�commend to abandon, purr� &frll with oil. <br /> r-�� <br /> The1st tank will be a �6b8-�gallon trash tfap dosing chamber reversed using the � � <br /> gallons as a tra�h trap and the 1000 gallons as a dosing chamber (pump #1) whic will <br /> dose 15.6 gallo�s every 30 minutes to the Multi-Flo Unit. The effluent will flow gra ity <br /> from the Multi-�lo to the 1500 gallon pumping chamber(pump #2) which will press rize <br /> the seepage bed. The power supply and switches must be located outside the <br /> manhote and pamping chamber in a weather proof enclosure. A warning device m st <br /> be installed witt� a light and sound device, this is in case of a pump failure. � <br /> The Mitigation �'lan is If hydraulic overloadin would occur, a timer cauld be install I d to <br /> 9 � <br /> reduce the amaunt of effluent pumped to the system and also by using the 1500 gajllon <br /> pumping chamber allows the effluent to be stored during peak use and pumped to he <br /> system during Imw water use periods. The second would be to install holding tanks. <br /> A water meter wrill need to be installed t� monitor daily water us�. <br /> The soi{s at a depth of 18" have a percolation rate af 24.0 mpi. <br /> A!I neighboring wells are located greater than 100' away from th� proposed treat nt <br /> area. <br /> Keep all heavy�quipment off of the proposed tre�trn�ht area before and after <br /> construction. Tthe treatment area should be marked off before construction. This <br /> Design is not vailid &the system will need to be relocated if failure to protect the ar as <br /> proposed for On-Site Sewage Treatment occurs. <br /> ' i <br /> 2 <br />