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------ %i,ae - Se>/Ls. <br />. ' ^ (Zf€e^ " >!€=■ a 5 /aj <br />TO; Filcj PA47" iSpOAtp <br />FROM: Mike Gaffron, Septic System Inspector <br />DATE; May 16, 1978 <br />SUBJECT; Septic Systems - Soil Testing, Stielow Subdivision <br />A review of the soil testing information submitted by Hickock <br />and Associates for the Stielow Subdivision leads me to the <br />following conclusions; <br />I I Lot 1 - Percolation rate 11 min,/inch; 5 min,/inch at secondary <br />site; water table at 2-4 feet; mottled below 3 feet. Water table <br />is too high for a standard system. Slopes of 6-12% on the primary <br />site are too steep for a mound system. Possibilities for this <br />lot are: 1) a mound system in the secondary drainfield area; <br />2) holding tanks; or 3) declare the lot as unbuildable, <br />2. I Lot 2 - Percolation rate 24 min,/inch; 23 min,/inch at secondary <br />* site; water table at 3-7 feet. Primary site is near or within <br />existing drainfield. Slopes of 0-6%, Due to high water table, <br />a mound system or shallow trenches would be necessary, <br />i 2-Lot 3 - Percolation rate 83 min,/inch; 83 min,/inch at*secondary <br />site; water table at 3-7 feet; slopes of 6-12%, High water table <br />indicates standard trenches will not be acceptable (soil mottling <br />at 5 ft,, 3 ft,, and 1 ft. indicate a high seasonal water table). <br />Slopes are too steep for a mound system, and perc rates are too <br />slow for shallow trenches. I believe it may be possible to install <br />a mound to the southeast of proposed drainfields where the slope <br />is more level. Additional testing would be necessary. <br />1/ 4 - Percolation rate 100 min./inch; 33 min./inch at secondary <br />* site. The lot is presently being retested to find a more suitable <br />site. <br />^ Ubot 5 - Percolation rate 27 min./inch; 53 min./inch at secondary <br />* site. Water table at 8 ft. Soil mottling below 6 ft., slopes <br />4-12%. A standard system could be installed on this lot. <br />f ^iLot 6 - Percolation rate 67 min,/inch; 30 min./inch at secondary <br />^ site. Water table at 3.5 - 8 ft. Mottling at 3.5 ft. A mound <br />system would be necessary on this lot due to high water table and <br />slow perc rate. ^ <br />S\T^ /Vo/ZTH S-Z/Xr I’Cir <br />/OoT /\s <br />SiTB bt^r TD S40CO <br />feyecs