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-■r l'|:: ik.V: <br />'ttay 16, 1978 <br />Stlclow Subdivision <br />Septic Systetns - Soil Testing <br />P«ge 2 <br />"T',|! -'f <br />^ -w^rcriSirar^ts ” 7!5-i[:^VLTia'rs.tL ‘tr;o^a?ed <br />require a mound system or shallow trenches. <br />tt *7 Lot 8 - Percolation rate UO min./Inch; 25 min./Inch at secondary <br />^ ^ Bite. Water table at 8 ft. Mottling Indicates seasonal water <br />table below 2-1/2 ft. Slopes less than 127.. This lot may require <br />shallow trenches due to high seasonal water table. <br />9 <br />to <br />\_z;77BB <br />»t 9 - Percolation rate 59 min./inch: 50 min./Inch at secondary <br />Bite. Water table at 2.5 - A.0 ft. The lot Is being retested <br />to find a more sultabi^fii^g^«*i..^—— <br />! Lot 10 - Percolation rate 8.7 min./Inch; 14 *^]^*'*' <br />> alte. Water table at 3 - 8 ft. Mottling at 2-^2 feet, <br />trenches or a mound would be recomnended for this lot. <br />secondary <br />Shallow <br />,t 11 - Percolation r.te 111 »ln./lnch; 6^ »lo./inch « «cond«y <br />•Ite. Water table is at 2.5 - 3.5 feet. The lot la being retested <br />to find a more suitable site. <br />II. M l>ot 12 - Percolation rate 8.3 min./Inch; 9.9 oln./lnch at secondary <br />' site. Water table below 8 ft. on primary site. Some mottling <br />below 3 ft. Standard trenches would be allowed o.i this lot. <br />»■» l>l«t 13 - Percolation rate 15 min./Inch; 36 mln./lnch at <br />I* ••He. Water table below 8 ft. Standard trenches would be allow^. <br />An existing dralnfleld Is located somewhere to the south of th* main <br />churrh building. <br />"V <br />Standard systcr^m could be Inf tailed on Lots 5, ®* <br />Shallow trenches or a mound would be needed on Lota 2, 3, b, /, <br />and 10. Lot 1 would require either a mound or other innovative <br />syttem. Lots 4, 9, and 11 are being rctcatcd. <br />MPG:kh