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All related development structures such as wells, leachfields, etc. will have to comply with the <br /> published "distance" requirements from applicable objects. The leachfield and sump/pit areas must <br /> be protected from flooding. A 100%standby replacement area must be incorporated into leachfield <br /> and sump/pit design. <br /> Although the test results indicate exceptional hydraulic conductivity within the sand strata, the <br /> calculated design parameters should be adhered to because of eventual biomat formation. The <br /> proposed septic system design will help ensure stability and guard against failure. Biomat <br /> formation will ultimately reduce the acceptance rate of the sand strata to approximately 0.5 <br /> gals/sq ft/day and 0.1 gals/sq ft/day in the leachfield trenches, based upon scientific studies. <br /> [7] LIMITATIONS <br /> The conclusions of this Soil Suitability Study are based upon current scientific information, the <br /> results of the percolation and related testing, and the highest anticipated depth to groundwater. The <br /> percolation test results can only be assumed to be representative of the subsurface conditions <br /> encountered in the area of testing. <br /> It is our opinion that the findings included in this Study are a reasonable assessment and projection <br /> of the current subject property conditions. This opinion cannot constitute a guarantee or warranty, <br /> either expressed or implied. <br /> Respectfully submitted, <br /> VALLEY AG RESEARCH `��`40�a'C11, ,4 <br /> No. 04675 <br /> *1 Expires: 3e• <br /> Don Chesney, R.E.A. �a <br /> op C 1,fY 4-4 <br /> 4 <br /> vadzy Ag 9?sasearch <br />