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Agril 14, 1993 APPLICANT: KEN BENTZ SITE NUMBER: 93-1239 Your cite hae been found suitable for a ~TANDARD ON-SITE SEWAGE DISPOSAL SYSTEM. Th~ £ollowtn~ c~ns~u~tlen s~eclfica~io~ shall al~/~ly to the installa- tion of your ~eptic system. 1. The septic tank shall have a minimum liquid capacity of lOOO gallons. 2. The projected daily s~wage flow for this project is calculated at .~..~O qallons ~r day. ~ased on soil conditions observed on this site, the disposal field will be sised at lB0 lineal feet per 150 ~allons of projected daily sewage flow. A minimum of ~.~__li~ fee~ of disposal field will be required for your proposed develop- me~t. The disposal trenches are construe=ed =we (2) feet wide and on minimum ten (10) foot centers and with nO line exceedin~ 125 feet in length. The trenches and perforated pipe are installed l~vel (~1"} and contoured to fello~ the natural ground surface. 3. The dis~sal field shall be conetructed with serial distract, ion with a ~inimum trench dept~ of ~4 inches and a maximum trench depth of 24 inch~s. There must be at least 12 inch~s of backfill over ~he top of the gravel, ~asured from the natural g~ound surface. This approval is site specific tO the area tested and the septic system must be located in the immediate ares of the test pits ~nless otherwise autho- rized by this office. A new site evaluation may be required if the system is proposed for a different area o~ the property. SPECIAL CONDITIONS: Construct the drainfields within the i~m~ediate area of the two upper, westerly test ~it~. soil condi%ien~ are mar~iOal~ so use care in ~ite preparation not to disturb the natural topsoil within the dfainfield sites. O~Serve all normal setback separation distances. Refer to the enclosed setback which outlines minimum separation distances b~tween septi0 systems and oth~r features.