Laserfiche WebLink
i! <br /> t <br /> SOIL SUITABILITY STUDY, ACAMPO ESTATES <br /> Page No. 6 it <br /> The;percolation test results do vary between lots, which is mainly a function of the <br /> depth and degree of cementation of the underlying silts and sands. Effort was made to <br /> locate the tests in areas most likely to be used for a leach field. If the location of a <br /> proposed leach field'varies significantly from an individual test location, the test data should <br /> not be considered accurate of other locations. <br /> Mainly based' on the depth to ground water in the area but also on the soil profile <br /> and the proposed density of the subject project, it is our opinion that the proposed <br /> development should.!not adversely affect the quality of the ground water in the area. <br /> VIII LIMITATIONS <br /> 1 <br /> The conclusions of this report are based on the information provided regarding the <br /> proposed development, existing septic systems, present and past use of the subject property, <br /> and site conditions as they existed at the time we drilled our test holes and performed the <br /> percolation tests. It was assumed that the test holes and percolation tests results are <br /> representative of the subsurface conditions in the general area. <br /> �h <br /> Our professional services were performed, our findings obtained, and our conclusions <br /> proposed in accordance with generally accepted engineering principles and practices. This i <br /> warranty is in lieu 4 all other warranties either expressed or implied. Test findings and <br /> statements of professional opinion do not constitute a guarantee or warranty, expressed or <br /> implied. <br /> I� <br /> �QRpfESSlp�yq! Very truly yours, <br /> ANDf� Fac <br /> larw�Iv m NEIL O. ANDERSON & ASSOC., INC. <br /> � No.?446 <br /> Exp.n <br /> c vev <br /> �r OF CA �® N O. A rson, President <br /> ii Civil Engineer No. 44619 <br /> NOA:noa <br /> [soils\S9157.rpt] <br /> n <br /> ov(� 21� <br /> I <br />