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F.r'Also r comparison purposes and as equested by EHD, flow volume data from the project as nally proposed in 2006, is found n the Table below. PROPOSED'$USINESS,OR ESTABLISHMEIV I EHD REQUIREi41ENTS IJLITERATUREJ ECTED WANIAXIMIIM PROJECTED. -FLOW V' OLUND AGE FROMWATER�USAGE FROM } A CIENTIFICEHD RE UIREMENTS ' a W NIE=CItITkRle' SCIENTIFI( ffERATURE ,� INFORl1fAT[ONAI.St)U�CF, Gas Station!Convenience Store(PHASE 1) EHD Requirement: 1.5 gals x1,500=2,250 1,500 x 10= 1,500 Trip Counts from 10 gal per vehicle served gpd 15,000 gpd S.I.C.1-5 Traffic Studies t\ 1.5 gal/flush= 1.5 gal/person/vehicle Fast Food#1 EHD Requirement:100 gpd/seat 45 x 20= 45 x 100= (PHASE 2) 900 gpd 4,500 gpd 45-Seats 20 gals/seat Fast Food#2 EHD Requirement:100 gpd/seat 45 x 20= 45 x 100= (PHASE 1) 900 gpd 4,500 gpd 45 Seats 1 20 gals/seat Fast Food#3 EHD Requirement 100 gpd/seat 45 x 20= 45 x 100— (PHASE 1) 900 gpd 4,500 gpd 45 Seats 20 gaWseat 2 Story Hotel EHD Requirement 72 x 100=7,200 50 x 1.5—75 (PHASE 1) 50 Gallons Per Person for Hotel 75 x 72=5,400 Phasing Plan:72 Units 100 gpd/unit 3 Story Hotel EHD Requirement: 108 x 100=10,800 50 x 1.5—75 (PHASE 2) 50 Gallons Per Person for Hotel;100 + 75 x 108=8,100 Phasing Plan:108 Units gallons Per Seat for Restaurant 20 x 60=1,200 + Restaurant w!60 seats (Restaurant) 60 x 100=6;000 100 gpd/unit (Restaurant) Strip Retail#1 EHD Requirement:0.1 gall sq ft 32 x 15—480 7367 x 0-I=737 (PHASE 2) 32 Parking Spaces 7367 sq ft 15 gals/parking space Strip Retail 42 EHD Requirement:0.1.gall sq,ft 30 x,15=.450 7636 x 0.1=764 (PHASE 2)- - W s 30 Parking Spaces, - 15 ,7636 sq ft. ,o Parkin$ Pace WATER USAGE FOR EACH PHASE OF THE PHASE 1 11,250 gpd 29,4 gpd PROJECT i F _ PHASE i and 225,080 gpd 49,501 gpd 3.2 Primary Wastewater Constituents. To quantify nitrate-nitrogen loading as accurately as possible, an influent wastewater sample was obtained W from an automatic sampler at the former Flag City wastewater treatment plant. Influent is now pumped to'the i` White Slough POTW for the city of Lodi. The Flag City complex most accurately represents wastewater influent characteristics anticipated from the KSC Travel Center. The sample was analyzed for the constituents listed in Table 12, with the nitrogen concentrations as the most important for this study. -Total Nitrogen is the summation of ammonia-nitrogens (NH4) and organic nitrogen(proteins, amino acids eri es etc. zym ). Since the septic tank is predominately anaerobic,nitrate and nitrite do not exist in the effluent....If nitrate and nitrite existed in septic.tank effluent, they would also be included in the Total Nitrogen concentration. Page -11- Chesney Consulting