Laserfiche WebLink
File No. CO-9018-S01 <br /> June 11, 1991 <br /> that the septic system disposal field can be accomplished with near-surface leach lines, seepage <br /> pits or combinations thereof. Since the maximum allowable depth of septic disposal areas is 25 <br /> feet and the groundwater table is at a depth of approximately 130 feet at the site, the proposed <br /> septic systems should not adversely affect the quality of groundwater in this area. <br /> Limitations <br /> The conclusions of this report are based on the information provide regarding the proposed <br /> development and on the site conditions as they existed at the time the percolation tests were <br /> performed. It is assumed that the percolation test results obtained are representative of the <br /> subsurface conditions in the proposed leach field disposal areas. Should the location of the <br /> disposal areas change from those tested, the results of this study may not be valid. This report <br /> was prepared upon your request for our services and in accordance with currently accepted <br /> geotechnical engineering practice. No warranty based on the contents of this report is intended <br /> and none shall be inferred from the statements or opinions expressed herein. <br /> Should you have any questions on the contents of this report or desire additional information, do <br /> not hesitate to contact the undersigned. <br /> Very truly yours, �oQRClFESS/��91 <br /> EARTH SYSTEMTSULTANTS <br /> I 1 co WAYNE S. SMITH ?z <br /> C 28278 M <br /> w � <br /> Wayne S. Smith, Engineering Manager Exp: 3/31/94 <br /> RCE 28278 s} <br /> J'� CIVIL <br /> WSS:nm 9��F CM-W <br /> Attachments: Appendix A and Tentative Map <br /> Copies: 2 to Mr. John Teresi <br /> 2 to Dillon Engineering (Attn: Mr. Joe Murphy) <br /> 4 <br />