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Pastor Matt Linder .' <br /> May 5,2003 . i <br /> Page 6 <br /> study prepared by Neil O. Anderson&Associates, dated December 16,2002,job nizinber LG02-213 for. <br /> k . <br /> additional information-regarding the.soil conditions, soil percolation rates, and ground water conditions: <br /> `Limitations <br /> The conclusions of this report are based on the information provided regarding the existing and <br /> proposed development,the use of the subject property,and-the site conditions-as described in the Soil' <br /> Suitability.Study and addendum prepared by Neil O.Anderson&Associates dated December 16,2002, , <br /> J ob number LG02-2.13: It'was_assuined that the test holes and percolation test results.are representative <br /> of the_subsurface conditions of the general area. <br /> Our professional s&Mces were performed,our findings obtained, and our conclusions proposed <br /> in accordance with generally accepted engineering principles and practices. This warranty is in.lieu of <br /> all other warranties either expressed or implied. Test findings and statements of professional opinion do <br /> not coristitute a guarantee.or warranty,expressed or implied.. <br /> Best Regards, <br /> NEIL.O. ANDERSON&ASSOC. <br /> David J. Welch,M.Sc., Senior Geologist ' SM.Hubbart,.M.Sc.,Project Manager <br /> CEG-21151,CHG-653 Civil Engineer.No. 59010 <br /> DJ ./ <br /> 'attachments:'Platel, Deep percolation of rain water <br /> Plate 2, Standard Septic System <br /> Plate 3, Advantex,'50%removal of total nitrogen <br /> Plate 4, Advantex, 75%o removal of total nitrogen <br /> :oma <br /> Q No. 2151 ss Exp.6103 .* <br /> CERTIFIED o <br /> ENGINEERING <br /> GEOLOGIST �� �gTFOFc <br />