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rF3. At each occurrence of grease tank pumping, all effluent filters (last grease tank, Restaurantnventional tank,ARCO Station tank and BioTube pump filters) should be inspected andeaned if necessary. <br /> . Periodic samples shall be taken from the two polishing tanks for analysis of nitrate-nitrogen <br /> (NO3 N), ammonium-nitrogen (NH4-N), TKN, BODS, TSS, pH and O+G. Initial sampling and <br /> testing after complete start-up should be monthly for the first year of operation. After the first <br /> year, sampling and testing should be quarterly. <br /> LIMITATIONS <br /> The findings, engineering, opinions and conclusions of these Reports are based upon information <br /> from standard engineering and analytical test procedures, contemporary scientific literature and <br /> agency consultations. They are based upon current scientific knowledge to assess factors which <br /> are extremely variable and complex within the environment. Information contained within is <br /> deemed reliable by the sources from where it was obtained. Results of the percolation testing <br /> represent the subsurface soil conditions in the northwest corner of the subject property. The <br /> specific design components for the treatment and disposal of wastewater effluent from the final <br /> build-out project are subject to change at any time. This may include additional effluent treatment <br /> by aeration within the second polishing tank, or a Package Treatment Plant. <br /> Although there are several methods to size and predict environmental impact from a septic <br /> system, San Joaquin County Environmental Health Department Sewage Standards and applicable <br /> requirements have been employed for these purposes, and for this project. Therefore, no <br /> guarantee or warranty concerning any aspect of the data and information found in the Reports is <br /> expressed or implied. <br /> This concludes the Phase III Nitrate Loading/Soil Suitability Studies, also consisting of the Phase I <br /> and H Reports that support the findings and design of the project. Should there be any questions <br /> regarding the information contained within these Reports, please contact the undersigned. <br /> NLS§5.1,SSS§ 7.1. <br /> Respectfully submitted, aysotessioo� <br /> v p. Ch <br /> CHESNEY CONSULTING y�q0 es���ao <br /> No.75479 e <br /> Don Che ney,7PE �� Civit ,% <br /> Registered CivC75479 to of Califot� <br /> Page 9 of 11 <br /> Chesney Consulting <br />