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L <br /> June 20,2006 <br /> NOA Project Number: E06038A <br /> Page 2 <br /> Category Total People Average Quantity per Average Daily Flow <br /> per Day Person Per Pa cel <br /> / <br /> Customer-- 45 Fri-Sun gpd/customer <br /> (45 customers*3 50 customers*5/7) <br /> 9 d/ _ �GT <br /> Restaurant 50 Thurs-Mon *9 gpd/customer=495 gpd <br /> Customer— * r 3 <br /> C 350/event,4 d 65 _ <br /> Major Special events/year 3 gpd/customer 350 customers /3 3 gpd= 12 gpd;,' /6,S <br /> Event <br /> T5 0? Customer—Minor 50/event,42 3 gpd/customer 50 customers*42/369*3 gpd=33 gpd <br /> Special Event events/year <br /> Total AveraLe Daily <br /> row-r�M Note —gpd is gallons per day;2/7,3/7,and 5/7 are conversions for limited work weeks;4/365 hk convers n <br /> for four events per year;42/365 is a conversion for 42 events per year. <br /> For the subject property,the total daily waste water quantity is 842 gallons per day. iQQ aGta <br /> The nitrate loading scenario presented in Section 3.5 of the NLS is modified as follows: Sy �� <br /> Table 2,Additional Scenario <br /> Summary of Nitrate Mass Balance Analysis. <br /> Result Acres Average Daily Effluent Concen- Leachfield Deep Percolation of <br /> (Nc)* (A) Flow(Q) (Table 1) tration(Nw) Denitrifi- Rainfall(R) <br /> (mg/L-N) (gpd) (mg/L-N) cation(d) (Plate 3) (in.) <br /> 4.1 1 22.8 842 50 25% 5.31 <br /> * b =num contaminant level(MCL) for nitrate in drinking water is 10 mg/ISN. <br /> The result of the nitrate loading balance indicates that the proposed use should not cause a buildup <br /> of nitrate in the ground water above 10 mg/L-N over the long term. According to the Hantzsche <br /> and Fe mernorczgttatia and approach, there is a potential for a buildup of nitrates in the ground <br /> water to 4.1 mg/L-N. <br /> Because to proposed use should not cause a buildup of nitrates in the groundwater above the safe <br /> drinking water standard,no mitigation measures are warranted. <br /> Our office concludes that the Site is suitable for development with a standard septic system. All <br /> septic system construction should follow the San Joaquin County On-Site Wastewater Disposal <br /> Standards where applicable. <br /> Our professional services were performed,our findings obtained, and our conclusions proposed in <br /> accordance with generally accepted engineering principles and practices. This warranty is in lieu of <br /> all other warranties either expressed or implied. Test findings and statements of professional <br /> opinion do not constitute a guarantee or warranty, expressed or implied. <br />