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July 30~ 1993 <br /> <br />APPLICANT= <br />SIT~ NUMBER: <br /> <br />VENICB PROPERTY CO, INC./GUY NARPER, PRES. <br />93-2469 <br /> <br /> Your Site has been found suitable for a STANDARD ON-SITE SEWAGE DISPOSAL <br />SYSTEM. The £ollowing construction specifications shall ap~ly to the installa- <br />tion of your septic system. <br /> <br />1. The septic tank shall have a minimum liquid capacity of ~ <br /> gallons. <br /> <br />The projeated daily sewage flow for thi~ project is cal=~lateo at <br />~50 qaklons .~er day. Based On soil conditions obaerved on this <br />site, ~he disposal field will be Sized at ~12~ lineal ~eet .p~r iSO <br />~loD~, of projected daily sewage flow. A mini~ of ~75 linea~ <br />~ O~ disposal field will be rec/~ired for your propo~d develop- <br />ment. The dis~sal trenches ar~ co~truoted =we (~) feet wide and <br />on minimum ten (10) foo~ =enters a~d wl~h no line e~ceeding 125 <br />fe~t in length, The trenches a~d ~rforated 9iRe are installed <br /> <br />The disposal field shall be constructed with set%al df.~tribu~ion <br />with a minimum trench depth 0~ ~ a~d a ~a~imum trench <br />d~pth of ~6 inc%e%. There must be at least 12 ~nche~ of backfill <br />over =he to~ of the gravel, ~easured fro~ the natural ground <br />murface. <br /> <br /> This approval is Site ~pecifio to the area tested and =he septic system <br />must be locat~ in the imme~i&te arma of ~he test pit~ unless otherwise autho- <br />rized by this office. A n~w site evaluatisn may be required if the system is <br /> <br />~P~CIAL <br /> COnstruct the drainfi~14s within the L~ediate area of the soil <br /> pits, Use care not tO ~isturb the topsoil within the proposed <br /> sites, avoid cat roads and other area~ altered by cutting and/or <br /> filling. Observe all nermal setback/separation dlstance~ as outlined by <br /> the enclosed setback list. Nnte, especially the setback ~f0m down slope <br /> ~ts and ditches. <br /> <br /> <br />