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SITF EVALL ATIO" RrrM <br />b -4, ,. <br />FCR JERRY KFM;F <br />LOT 3, 3I.CCK 3, - r;IF4 <br />.5-31-rb <br />Sj*ter, Design <br />I. F•erenlation RL.te, ;'yp(- cf 'Systes. <br />23.5 :,iln Ates per inch. S .sndLr3 Sy:; tcm. <br />e. ^rt, osed Flow Rdte. <br />3 bedroome 15C G.F.D. is 450 G.F.D. <br />3. Soil Treutment'Area Required. <br />:.�; Pereclation factor x 4 C "A .D. is 750 Sq. =t. i-Ani.mvw. <br />4 - Si2c and Yw►,ter of Trenches. <br />3 trenches 3 feet wide and 9r f e.e t lone is CIO Sq. <br />These trenches would lie 2-3 : eet dee-p in the natural sc12 <br />space j fee'. �.vzr q..Mir i nun canter to center. <br />7: Drainfield Rock Needed. � <br />45 cubic yds. of rock is needed to h3vE 12 inches under <br />2 { nsLes over the � ? rleh :'; s triru Lion p ipc . <br />b. Septic Tankr. <br />TWO $optic' tunes each of 1CC. gi.l?ons are rocn:a4endar.. Since. <br />the drainfie3d area is quite bit lower than the proposed <br />house, it appears that a ,.ump and third pumping tank will <br />not be requircd. The ust of distribution boxes is reccn_;- <br />en3ed. ::lso, runoff w.Aer should be diverted from the drain - <br />field Lres.' <br />If any other ;nformatioz, is needed, I:leusc contact use. <br />Sincerely, <br />FERCOR, I2:CC.. <br />