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DESING CRITERIA — 10 GPD/PERSON

VOLUME OF SANITARY SEWAGE, Q (DESIGN FLOW)

PROPOSED DESIGN FLOW "Q"

— PROPOSED BUILDING A, B & C

TOTAL STAFF & STUDENTS POPULATION: 552 PERSONS

— PRIVATE ACCESS RESTROOM = 10 GPD/ PERSON

567 PERSONS X 10 GPD/PERSON = 5,670 GPD

STANDARD DISPOSAL BED SIZING

— GRAVITY DISTRIBUTION: 1.61 S.F./GPD

5,520.0 GPD X 1.61 S.F./GPD = 8,887.2 S.F.

ADVANCED TREATMENT DISPOSAL BED SIZING

— GRAVITY DISTRIBUTION 1.233 S.F./GPD

5,520.0 GPD X 1.233 S.F./GPD = 6,806.2 S.F.

PROPOSED DISPOSAL BED

— (4) 39.0' x 44.0' DISPOSAL ZONES

DISPOSAL ZONE = 39.0 X 44.0' = 1,716.0 S.F./ZONE

(4) ZONES X 1,716.0 S.F./ZONE = 6,864.0 S.F.

DESING CRITERIA — 15 GPD/PERSON

VOLUME OF SANITARY SEWAGE, Q (DESIGN FLOW)

PROPOSED DESIGN FLOW "Q"

— PROPOSED BUILDING A, B & C

TOTAL STAFF & STUDENTS POPULATION: 552 PERSONS

— PRIVATE ACCESS RESTROOM = 15 GPD/ PERSON

567 PERSONS X 15 GPD/PERSON = 8,280 GPD

STANDARD DISPOSAL BED SIZING

— GRAVITY DISTRIBUTION: 1.61 S.F./GPD

8,280.0 GPD X 1.61 S.F./GPD = 13,330.8 S.F.

ADVANCED TREATMENT DISPOSAL BED SIZING

— GRAVITY DISTRIBUTION 1.233 S.F./GPD

8,280.0 GPD X 1.233 S.F./GPD = 10,209.3 S.F.

PROPOSED DISPOSAL BED

— (6) 39.0' x 44.0' DISPOSAL ZONES

DISPOSAL ZONE = 39.0 X 44.0' = 1,716.0 S.F./ZONE

(6) ZONES X 1,716.0 S.F./ZONE = 6,864.0 S.F.


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PRELIMINARY AND FINAL MAJOR SITE PLAN

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