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October SITE NUMBER: 1994 M~LVIN & EUNICE ROUND 94-3~36 FARTITION: SE PO T/L 100, 0.80+/_ ACRES Your site has been found suitable for a STANDARD oN-SITE S~WAGE DISPOSAL SYSTEM- The following construction s~cifications shall apply =0 tho i~stalla- tio~ of your septic syste~0 The septiG tank $h&11 have a minimum liquid capacity of gallons. The projected daily sewage flow for this pro,eot L~ calculated at 4_~50 aallons oer day. Based on soil conditio~s observed on this site, the disposal field will be sized at ?S ~inea~ f~t pe~ lS0 ~allons of projected daily sewage flow. A minimum O~ ~2~ ~inea~ feet of disposal field will b~ required for your proposed develop- ment. The disposal trenches are constructed two (2} feet wide and on ~inimu~ ten (lC) foot centers and with no line exceeding 125 feet in length. The trenches and p~rforated pipe are installed level (zl") and con%0ured to ~ollow the natural ground surface. The disposal field shall be constructed with e~al distribution with a minimum trench depth of 18 inches and a maximum trench depth of 30 inches. There must be at least 6 inches of backfill over the top of the gravel, measured fro~ the natural ground surface. An effluent lift pump may be necessamy to construct the disposal field in the approved area and at the correct This approval is site specifio to the area tested and the septic system must be located in the in~m~dia~e ar~a Of ~he ~es~ pit~ un%ess otherwise rized by this office. A new site evaluation may be required if the system is proposed for a different area on the SPECIAL CONDITIONS: Co~truet the drainfields within the i~edlate area of the test pits and as currently field ~tak~d ~ location, Refer to the si~ plan of the stakeout dated ~0/17/94. Use care not to alte~ the natural topsoil prior to construction. Observe all the usual setback and separation distances as outlined by the enclosed setback