Laserfiche WebLink
Pastor Matt Linder <br /> r <br /> May 5,2003 . <br /> Page <br /> study prepared by Neil O Anderson&Associates, dated December 16,2002,job number LG02-213 for . <br /> additional information regarding the soil conditions;soil percolation rates, and ground water conditions. <br /> 3 Limitations <br /> ' The conclusions of this report are based on the information provided re ardin .the existing and <br /> P p g g g <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 /> job number LG02-213. It was.assumed that the test hales and percolation test results are representative <br /> of the subsurface conditions of the general area.. <br /> !. <br /> Our professional services 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 constitute a guarantee or warranty,expressed or implied. . <br /> Best Regards; <br /> NEIL O. ANDERSON&:ASSOC., INC <br /> ri <br /> d J. Welch, M.Sc., Senior Geologist H. Hub art,M.Sc., rojec_t.Manager <br /> CEG-2151, CHG-653 Civil Engineer No. 59010 <br /> DJW/ <br /> attachments: Plate 1, 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%removal of total nitrogen <br /> VV K <br /> Lu pNo.2151 <br /> CEf1 HED <br /> • EpyC,4NEEftiNG �� � <br /> C,EOLOUS1 Q <br /> 9 OP CPQ-��O <br />