Laserfiche WebLink
SIT; 'VALUATION R::PORT <br />FOR THOEAS BETZ <br />LOT 5, BLOCK 2 <br />McCULL 'Y PAW, <br />8-10-81 <br />On August 7-9s 19t••1 six percolation holes were tested and three <br />soil borings taken on the above property. The percolation holes were <br />dug 6 inches in diat:ot r and 2.5 feet deep to test for a shallow <br />trench system. The soil borings were dug 6 inches in diameter to the <br />it foot depth and 3 inches in diameter to the rensining cepth.The holes <br />Mere dug with both hand and power augers. <br />The primary site was located in the woods where some fairly per- <br />neable soil existed near the top and yielded a percolation rate fast <br />enough for a shallow trench system. The alternate site also could sup- <br />port a shallow trench system but the trenches should be no deeper than <br />6 inches because of the possibility of a high seasonal water table. <br />The primary site runs through some nice trees and it appears that the <br />larce ba:•swood will have to be removed but that the trenches can be <br />shifted enough to :piss the nice oaks in this area. <br />If the first floor elevation of tho house is about 14. feet above <br />the Ground on the small knob near the elm tree it should be possible <br />to use gravity distribution to the drainfield area. The trenches <br />shoal,.; be about ', irc: _:o:: doop near the house and about 18 inches deep <br />to the west since the ground is slightly higher there. Additional <br />system design information follo,rs. If any other quG3tions arise, <br />please contact re. <br />Sincerely, <br />PLRCOR,o Im. <br />w <br />i <br />Mark S. Gronbergs P.;. <br />