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LCT 1, BLOCK 1 <br />FOX RIDY <br />Svsten: Lesiyn <br />1. Percolt:tion Rat(-. Type cf Sycteiu. <br />23.7 minutes per inch. Standard System.. <br />2. Proposed Flow Rate. <br />4 bedrooms L_ 150 G.P.D. is 600 G.P.D. <br />3. Soil Treatment Area Required. <br />1.67 factor x 600 G.P.D. is 1000 Sq. Ft. Minimum. <br />4. Size and Number of Trenches. <br />This will have to be worked out in the field since there are <br />some small crab apple trees and evergreens that are desired <br />to be saved. The trenches should be 3 feet wide to minimize <br />the number of trenches needed to obtain 1000 sq. ft. <br />5. Drainfield Rock Required. <br />55.6 cu. yds. of rock is needed to have 12 inches under and <br />2 inches over a 4 inch distribution pine. <br />b. Sentic Ta n)Ks . <br />Two septic tanks are be21Eved tc exist at the east end of <br />t::F house. If therie are in good shape they can be used. How- <br />ever, a will be needed to .end the effluent to the High- <br />er drainfield area. Thus, a seperate tank will be needed to <br />house the pump. Also, an alarm device should be installed to <br />warn of pump failure. <br />7. Additional Information. <br />It appears that a small berm was constructed to the west of <br />the proposed site when the subdivision was made. The trenches <br />could extend into this area a little if they were down in the <br />natural soil. <br />