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r <br />t-i'f-'i'b <br />TO:Michael P. Gaffron, Senior Planning Coordinator <br />FROM: Stephen Weckman, On-Site Systems Manager <br />DATE:January 9, 1998 <br />SUBJECT: Septic Review for application #2321, Don Anderson 905 Old Crystal Bay Rd. S. <br />Sketch Plan Review <br />The proposed eight lot subdivision requires the use of on-site sewage treat nent systems. The <br />information submitted to us by Otto Associates is incomplete and will not be acceptable for a final <br />subdivision approval, however, the following is a review of each lot and its potential to have suitable <br />drainfield sites: <br />Lot 1 <br />Soil borings performed by Otto Associates indicates a seasonal water table at 40 to 47 inches, but <br />my soil borings from 1993 indicate a seasonal water table at 30 to 36 inches. Their soil borings <br />indicate that trench systems may be feasible while mine show that a mound system is the only <br />alternative. The soil borings arc iucated in areas where the slope is too steep for the installation of <br />mound systems meeting City Standards. Additional testing would be required to verify whether two <br />mound sites are possible on this lot. <br />14212 <br />Soil borings performed on this lot by Otto Associates indicate a seasonal water table at 38 inches <br />or less and would require the use of mound systems. The slopes on these areas is too steep to allow <br />the use of mound system. Additional testing would be required to determine whether suitable <br />drainfield sites exist on this lot. <br />Lot 3 <br />Soil borings performed by Otto Associates on this lot indicate that mound systems would be <br />required, but slopes throughout the lot are too steep for mound systems. It does not appear that this <br />lot can meet our standards for septic systems. <br />Lot 4 <br />Soil borings by Otto Associates indicate that mound systems must be used on this lot, but the slope <br />direction and narrow lot shape are not favorable for any drainfield site. This lot will not be suitable <br />for septic systems. <br />I ;