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XTI VIALL'" TION RETORT <br />L <br />WORDSN1JRCFERM` <br />W,,.`LCT .1, BLOCK <br />-19-S3 = <br />C:: ,.�.y ?-��, 15�3 three'tpercolation ..oles were tested and <br />two soil bori , ,.yen on. the above proper, c t0 6Eter:.irr a ne:; r <br />iEld :ite�Lo,rE`-lace ti_e present fe._lsng one'.' Te�6 tiA r:a: <br />done ir, accord*cnee wi tk. the provision. of Individual <br />k .• . Sewage <br />Treat:�e ` v te': Stirdards i(urpC i.FErcolet on' h6les :ere dug <br />�.6 inches- . •eimster. <br />Y � , •, r, di r to a 3; "root deptr;�=.�hile' the soil borings- were 4 =. <br />dug 6: inches in diameter t67 the 4 toot depth and 3 inches in <br />diameter to the remaining depth. ' . '• "r <br />This area e3ted would be•,suitible 'for a standard drainfield <br />with the tr6nches being no deeper than 1.5 feet deep in the natural <br />soil. A puirp will be needed in a third tank in order to reach <br />the higher drainfield area. . The tin present tanks should also be;`�` <br />�. .s;•,� <br />checked + , see if they can be used. - <br />The area tested is the only area available for a site because <br />of the well location on'the other side of the house. Additional <br />system design information follows. If any other information is <br />needed, please contact me. <br />Sincerely, <br />PERCOR, INC. <br />Mark S. Gronberg, <br />