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::/I�T�!t r. I T i! +'. 7f" �F:P� •1 �. t <br />.�l '1 .. � : t�l • SII �+.1 T•i:• <br />T!P. Pox: . ir;m 1 'eE <br />il- . • OriI&ipally, on octobes• 2$-29, 1982, U11-00 Percolation holes <br />!!�,�*eted and one Buil boria� takes for the owner, ?I= Adams <br />Then ' .-'�- :! a'i ,fit :. ••f r-••^•�.�� <br />0 ?-►loft w -re <br />wt i.lala ]..�. <br />The or le, 1It: 1 t cs c,.: !.a, 1 -..Lr 1't.r i.+�l�•: ] - r;.a:.,f, <br />per inch .wistch .tluis,; wltls t13t, ,s .:r 1:c]e: 11 s:u•sl•t i;Ivr ..,, ,.v.: <br />or 19.5 minutes per incls. Holc;:i 5-6 ac+ tuc .ltcrnuto tits: il„Ylf <br />an average of 115.0 s►,irsutea 1•er i:,cis. <br />There In s, t.iljlser x..ter t +u]st r,e:.r soil hoping # L- . ThUL, <br />It would be better to use th(. ls•a: to tt,o norti:es:st c�•sol�ria!„d <br />holes 3-4-5-6 for tue primary site, with ahm1low trenches and <br />an interceptor drain around Iso:en 3-4 to divert ruuorr -..tar <br />from that area. Because thin :.rt:., is close Lo u b::tsk le-dinj; <br />down .to the creek, theru Is wnple ran to run t.is interceptor <br />drain. <br />Additional system design information follows. Ir any othur <br />information is needed, pleas: contact me. <br />