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.` 4. v <br /> CONCLUSIONS <br /> Based on the test results , and the performance of the existing and <br /> other systems in the area , it is my opinion that that the subject <br /> parcels are suitable for the existing and proposed future septic <br /> systems . <br /> Although the test results indicate a smaller leach field could be <br /> used , it is recommened that the larger field ( 12 , 000 sq. ft. ) be <br /> used because of other factors . <br /> Since the groundwater appears to be below 81 , and the maximum depth <br /> of the leach trench is 3 . 5 ' , the existing and proposed future septic <br /> systems should not adversely affect the groundwater in the area. <br /> WATER WELL ANALYSIS <br /> Water samples were taken from the domestic well serving the home- <br /> site on parcel one . <br /> DBCP (ug/L) NO3 (mg/L) <br /> ND ND <br /> The State standard for public wells is 0. 2 for DBCP and 45 for ni- <br /> trates . <br /> DISCLAIMER <br /> The conclusions discussed in this report are based on the limited <br /> test results , and other factors , which are assumed to be represen- <br /> tative of the area , in general . <br /> However , wide variations in soils , and other conditions , c <br /> therefore , no warranty of suitability is either expresse ;rcr mplie �. <br /> R . F. Kraetsch PE � /' <br /> CE 12681 E <br /> 197 <br /> C I V"L <br /> Cj <br /> mussr.i <br /> F <br />