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TABLE 8 <br /> PROPOSED BUSINESS,OR EHD INFORMATIONAL PROJECTED MAXIMUM <br /> ESTABLISHMENT SOURCE WATER PROJECTED <br /> AND USAGE FROM WATERUSAGE <br /> FLOW VOLUME CRITERIA SCIENTIFIC LITERATURE SCIENTIFIC FROM EHD <br /> INFORMATIONAL SOURCE LITERATURE REQUIREMENTS <br /> Gas Station/Convenience Store EHD Requirement: 1.5 gals x 1,500= 1,500 x 10= <br /> (PHASE 1) 10 gal per vehicle served 2,250 gpd 15,000 gpd <br /> 1,500 Trip Counts from <br /> S.J.C.1-5 Traffic Studies 1.5 gal/flush= <br /> 1.5 gal/person/vehicle <br /> Fast Food#1 EHD Requirement: 100 gpd/seat 45 x 20= 45 x 100= <br /> (PHASE 2) 900 gpd 4,500 gpd <br /> 45 Seats 20 gals/seat <br /> Fast Food#2 EHD Requirement: 100 gpd/seat 45 x 20= 45 x 100= <br /> (PHASE 1). 900 gpd 4,500 gpd <br /> 45 Seats 20 gals/seat <br /> Fast Food#3 EHD Requirement: 100 gpd/seat 45 x 20= 45 x 100= <br /> (PHASE 1) 900 gpd 4,500 gpd <br /> 45 Seats - 20 gals/seat <br /> 2 Story Hotel EHD Requirement: 72 x'100=7,200 50 x 1.5=75 <br /> (PHASE 1) 50 Gallons Per Person for Hotel 75 x 72—5,400 <br /> { Phasing Plan:72 Units <br /> 100 gpd/unit <br /> 3 Story Hotel EHD Requirement: 108 x 100= 10,800 50 x 1.5=75 <br /> (PHASE 2) 50 Gallons Per Person for Hotel; + 75 x 108=8,100 <br /> Phasing Plan: 108 Units 100 gallons Per Seat for 20 x 60= 1,200 + <br /> It <br /> Restaurant.w/60 seats Restaurant (Restaurant) 60 x 100=6,000 <br /> (Restaurant) <br /> 100 gpd/unit <br /> Strip Retail#1 EHD Requirement:0.1 gal/sq ft 32 x 15=480 7367 x 0,1 =737 <br /> (PHASE 2) <br /> 32 Parking Spaces 15 gals/parking space <br /> 7367 sq ft <br /> Strip Retail#2 EHD Requirement: 0.1 gal/sq ft 30 x 15=450 7636 x 0.1 =764 <br /> (PHASE 2) <br /> 30 Parking Spaces 15 gals/parking space <br /> 7636 sq It <br /> WATER USAGE FOR PHASE 1 11,250 gpd 29,400 gpd <br /> EACH PHASE OF THE <br /> PROJECT -+ PHASE 1 and 2 25,080 gpd 49,501 gpd <br /> 4.2 Primary Wastewater Constituents <br /> Primary wastewater constituents-of-concern found in septic tank effluent have influence over two <br /> important factors in the operation of an on-site wastewater disposal system: Soil effluent <br /> acceptance rates and nitrate-nitrogen impact. The Biochemical Oxygen Demand (BOD)test is the <br /> most common test used in wastewater analysis,but can be unreliable for determining organic <br /> matter in water. BOD is the amount of oxygen, expressed as mg/L or ppm, that bacteria take from <br /> water when they oxidize organic matter. <br /> I <br /> I <br /> Page -17- <br /> Chesney Consulting <br />