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July 21, 1992 APPLICANTs STEVE STANLEY Your site has been found euitabl~ for a ~TA/qDARD ON-SITE ~WA~E D~SPOSAL $~STEM. The following construction specifications shall apply to the installa- tion of your septic system. The septic tank shall have a minimum liquid capaoity of gallons. The projected daily ~ewage flow for this project is cals~lated at 300 q~.Ilons Der da~. ~ased on soil conditions ~bserved on this site, the dimposal field will be sized at 75 ~.lneal fe~ per ~ of projected daily sewege flow. A minimum of 150 lineal feet of disposal field will be required for your Dropo~ed develop- ment. The disposal trenches are constructed two (2) feet wide and on minimum ten (10) foot centers and with no line exceeding 125 feet in length. The trenches and perforated pip~ are in,tailed level (~1") and =ontoured to follow the ~atural ground surface. The disposal field shall be constructed with ser~l di~ribution with a minimum trench depth of ~4 inchg~ and a maximum trench deDth Of 36 inch,. There must be at least ~2 inches of backfill ove~ the to9 of the ~rave!, measer~d from the natural groun~ eurface. This approval is site SpecifiC to the area tested anO the septic system must be located in ~he immediate ar~a of ~he test pits unless otherwise authorized by thi~ office0 A new site evaluation may be required if the proposed for a different area en the p~op~rty. SPECIAL CONDITIONS: The Original drainfield should be constructed as far upslope as possible to reserve space for a complete replacement system. Refer to the enclosed setback l~st which eutlines minL~um ~eparation di~tance~ be%we~n components of septic systems and other features, existing and proposed. TH!~ IS NOT A PERMIT TO ,,~NSTa?~. Ti~_.EE~TIC SYSTEM. DO NOT INSTALL TmE SYSTEM %INTIL A,,,,VAL~,,,pEI~.,~,HA~ ~EN ISS~D BY THIS