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                    "text": "CONTRACTOR TO CALL AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF EXCAVATION WORK.",
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                    "text": "DESING CRITERIA — 10 GPD/PERSON\nVOLUME OF SANITARY SEWAGE, Q (DESIGN FLOW)\n\nPROPOSED DESIGN FLOW \"Q\"\n— PROPOSED BUILDING A, B & C\nTOTAL STAFF & STUDENTS POPULATION: 552 PERSONS\n— PRIVATE ACCESS RESTROOM = 10 GPD/ PERSON\n567 PERSONS X 10 GPD/PERSON = 5,670 GPD\n\nSTANDARD DISPOSAL BED SIZING\n— GRAVITY DISTRIBUTION: 1.61 S.F./GPD\n5,520.0 GPD X 1.61 S.F./GPD = 8,887.2 S.F.\n\nADVANCED TREATMENT DISPOSAL BED SIZING\n— GRAVITY DISTRIBUTION 1.233 S.F./GPD\n5,520.0 GPD X 1.233 S.F./GPD = 6,806.2 S.F.\n\nPROPOSED DISPOSAL BED\n— (4) 39.0' x 44.0' DISPOSAL ZONES\nDISPOSAL ZONE = 39.0 X 44.0' = 1,716.0 S.F./ZONE\n(4) ZONES X 1,716.0 S.F./ZONE = 6,864.0 S.F.\n\nDESING CRITERIA — 15 GPD/PERSON\nVOLUME OF SANITARY SEWAGE, Q (DESIGN FLOW)\n\nPROPOSED DESIGN FLOW \"Q\"\n— PROPOSED BUILDING A, B & C\nTOTAL STAFF & STUDENTS POPULATION: 552 PERSONS\n— PRIVATE ACCESS RESTROOM = 15 GPD/ PERSON\n567 PERSONS X 15 GPD/PERSON = 8,280 GPD\n\nSTANDARD DISPOSAL BED SIZING\n— GRAVITY DISTRIBUTION: 1.61 S.F./GPD\n8,280.0 GPD X 1.61 S.F./GPD = 13,330.8 S.F.\n\nADVANCED TREATMENT DISPOSAL BED SIZING\n— GRAVITY DISTRIBUTION 1.233 S.F./GPD\n8,280.0 GPD X 1.233 S.F./GPD = 10,209.3 S.F.\n\nPROPOSED DISPOSAL BED\n— (6) 39.0' x 44.0' DISPOSAL ZONES\nDISPOSAL ZONE = 39.0 X 44.0' = 1,716.0 S.F./ZONE\n(6) ZONES X 1,716.0 S.F./ZONE = 6,864.0 S.F.",
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