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December 16, 1994 APPLICANT: $~T~ NUHEER: JOHN DB~K 94-4581~ PARCEL 2, WEST 1/2 OF T/L 2600, 2.3~/_ ACRES. Yo~r site has been found suitable for a STANDARD ON-SITE SEWACE DISPOSAL SYSTEM. The following cOnstructiOn specifisations shall apply to the installa- tion ef your septic system. The septic tank shall have a minimum liquid capacity of 1000 gallons. The projected daily sewage flow for this Dro~ect is calculated at 450 .gallons Der day. Based on soil conditions observed on this site, the disposal field will be sized at 15~ lingal fe~% Der 150 ~allonq of projected daily ~wage flow. A minimum of ~.~0 linea.l feet of disposal field will be required for you~ proposed develop- ment. The disposal tren0hes are constructed two (2) feet wide and on minimum ten (10) foot ~ent~rs and with ne line exceeding 125 feet in length. The trenches and perforated pipe are installed level (~1") and contouNed to follow the natural ground surface. The disposal field ~hall be conmtructed with serial di~tribution with a minimum trench depth e~ ~4 inch~s and a maxim~ trench depth of 4 i~. There must be at least l~__~nohes of backfill over the top of the gravel, ~easured from the natural ground This approval is site specific to the area tested and the septic sys=em must be located in the immediate area of the test pits unless otherwise autho- rized by this office. A new site evaluation may be required if the System is proposed for a different area on the property. SPECIAL CONDITIONS: Construct the drain~ields within the area of the test pits and no f&~ther downslope. ~ p~e-censtructicn field stakeout tO establish the elevations and locations of the individual drainfield linez for both systems is recommended prior to siting wells and to all excavation. Refer to the stakeout procedure and the setback list for detail~ complete the stakeout. Use care net to alter the natural topsoil prior to drainfield installation. ~NTIL A %r~_LID PE~.~ ~U%$ BE~ ~u~D BY "~Ig