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The application rate determined from the perc rate is 0.643 gallons/ft'-/day. The total filter bed <br /> area is 484 ft2 of floor area. Therefore, the filter bed can manage: <br /> 0.643 gallons/ft'/day x 484 ft2 = 311 gpd (§7.1.3). <br /> It is recommended that the kitchen sink should not have a disposal. All food waste should be <br /> handled as solid waste and disposed of in the garbage. <br /> All onsite wastewater treatment systems (septic systems) will eventually fail. A reasonably long <br /> lifespan of the disposal area can be expected based on the perc rates obtained and the design factors. <br /> LIMITATIONS j <br /> The findings, opinions, calculations and conclusions of this report are based upon information from <br /> standard engineering and analytical test procedures, contemporary scientific literature and agency <br /> consultations. Information used in these studies is deemed reliable by the sources from where it <br /> was obtained. <br /> This report is based upon current scientific knowledge to assess factors which are extremely <br /> variable and complex within the environment. Although there are several methods to predict <br /> environmental impact from a septic system, San Joaquin County Environmental Health Department <br /> Onsite Wastewater Treatment System Standards and requirements have been employed for these <br /> purposes, and for this project. Therefore, no guarantee or warranty is expressed or implied <br /> concerning any aspect of this report, or for the prevention of environmental impact. This report is <br /> not to be used, in whole or in part, by any private or public entity for any subsequent studies or <br /> reporting on the subject or surrounding properties without the expressed written consent of the <br /> author of these Studies. <br /> If there should be any questions regarding the information contained within this report, please <br /> contact the undersigned. <br /> Respectfully submitted, yfofessio <br /> CHESNEY CONSULTING eS0a o rD• Che s-a/ <br /> ti <br /> ao °� <br /> a <br /> No.75,179 <br /> c� <br /> Don Chesney, PE �� <br /> d� Civil �a <br /> Registered Civil Engi er#C75479 e of Califotr <br /> Page -3- <br /> Chesney Consulting <br />