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February 2, 1993 APPLICANT= SITE ~BMB~R: CALIFORNIA iNVE~TO~$ CORP. 93-394 You~ site has been found suitable for a STANDARD ON-SITE $~WAGE DISPOSAL SYSTEM. The following construction specifications shall apply to the installa- tion of your septic system. 1. The seDtic tank ~hall have a minimum liquid capaeity of 10O0 gallons. The p=ojected daily sewage flow for this project is calculated at ~O qallons Der day. Based on soil conditions Observed oB this site, the disposal field will be sized at 50 lineal feet D~r 150 ~allons of projected daily sewage flow. A minimum of lB0 lineal ~eet of disposal field will be r~q~i~ed for your proposed develop- ment. The disposal trenches are constructed two (2) feet wide and on minimum ten (10) fOot centana and with no line e~ceedlng 1~5 feet in length. The trenches and perforated pi~ are installed level (~l") and contoured to follow the natural ground surface. The disposal field shal~ be constructed with ~=ial distributi0u with a minimum trench depth of ~ inches and a maximum trench de~th of ~,~ inch~s. There must be at least ~ i~ches o~ backfill over the top o~ the gravel, ~easur~d f~om the natural ground This approval is site specific tO the area tested and the septic System mu~t be l~ated in =he immediate area of the test pits unless otherwise autho- rized by this offloe. A new alta evaluation may be required if the system &$ proposed for a different area on the property. SPECIAL CONDITIONS: Construct the drainfields wi~bi~ the immediate area of the moil test pits. A per-cOnstruction field stakeout is reconm~nded to establish the location of ~he individual drainfield lines for both drainfields prior to any excavation. An alternative sand filter system might be neuessary for future repairs because of limited space and the possibility of a cut bank more than thirty inches tall at the lows= (~ou=herly) property boundary. Observe all normal setback/~aparation distances. Refer to the enclosed setback list which Outlines minimum setbacks between ~eptic systems and other features.