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DESIGN DATA
Sewage System:
12 Persons at 50 G.P.D. = 600 G.P:D. flow.
Septic Tank:
600 G.P.D. X 150% = 900 G.P.D.
use: 1500 Gal/Heavy Duty Precast Septic Tank.
Leaching Facility:
Side Area: 226.2 X 2.5 = 565.2 G.P.D.
Bottom Area: 113.1 X 1.0 = 113.1 G.P.D.
TOTAL - 678.6 G.P.D.
use: (1) 1000 Gal. Precast Leach Pit with 31- Washed Stone
PARKING
Total Bldg. Area = 5400 S.F.
less simultaneous use (400 S.F.) = 5000 S.F.
5000 S.F. x`200 S.F. • 25 Spaces Required
PLANNED OCCUPANCY:
12 Persons at 1 Space/Occupant 12 Spaces.
GENERAL NOTES:
1. ALL STRUCTURES BY " LINHARES PRECAST " OR EQUAL.
2. ALL STONE MUST BE WASHED AND FREE'FROM IRON, FINES,
AND DUST IN PLACE.
3. CONTRACTOR TO BE RESPONSIBLE FOR TIIE'LOCATION OF ANY
EXISTING UTILITIES PRIOR TO EXCAVATION.`...
4. WATER TEST THE DISTRIBUTION BOX TO CHECK FOR LEVEL AND
FLOW EQUALIZATION.
5. INSTALLATION TO BE INSPECTED BY THE BOARD OF HEALTH AND I
THE DESIGN ENGINEER PRIOR TO BACKFILLING. COMPLIANCE
TO PLAN AFTER CONSTRUCTION AND FINAL INSPECTION MUST BE
CERTIFIED TO THE BOARD OF IIEALTII BY THE DESIGN ENGINEER
6. OWNERS EVGINEEI: TO XNSPEC73" AND CRTTIF-A �L P!:ASES OF SITE
WORK.
7. EXISTING CESSPOOL TO BE PUMPED AND BACKFILLED.
8. PLACE CURBING AROUND PARKING AREA F,XC ZI' IMAr, ,� t
BERM IS INDICATEL.
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