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ITS <br />SITE EVAImTIor XF.t ORT <br />FOX Tllt ADAHS <br />THE; F,ilfr: AT LONG L,10. <br />On October 2.0-29, 1902 and November 13-14, 1002 six lots <br />were tested to determine wh,,t typo or drp.inCield would be <br />poesll:le on ouch or tl,e loth. Throe Percolation holes were <br />to--tod on each lot and one soil boring,. .t the time a house 1 <br />Lo to ba eonntructed, come additional testing will be needed <br />but the tasting uons now Kiveo a very good indication what <br />tyre of Bystn„ c,:n be used on the primary drainfield site. �. <br />Tho vercolution holes were dug 6 inchua in diwneter to <br />t1,e 112 inch depth while the Boil borings were dug 6 Inches <br />In diameter to tho 4 foot depth and 3 inches in diameter to <br />the remal •ging doptl,. <br />An , .3ruge porcolation rato of 27.4 minutes per inch on <br />lot 2 with no high water table would allow a standard system. <br />Lots 12 and 13 are to be combined and had hn average rate of <br />20.7 minutuo per inch but bocuuae of a poasiblo high water <br />table, a shallow trench oyntom should be uaad. Lots 16 and 17 <br />were also combined and had an average rate of 25.0 minutes <br />per inch with no high water table which would allow a stand- <br />ard system. Lnt 10 had a lot of block loam with oome hoavy, <br />wet clay 00110 underneath and had an average percolation rate <br />0f 110.7 minuto0 per inch. A shlillow trench 0yatem will be <br />needed with black loam brought over the trenches for cover. <br />Also, it would be I,olpfull if dome grading wBa done or a pond <br />made to keop the runoff water to the north side of the lower <br />flut area and away from the drainfield arou. <br />