13-1205-030(HIGHEST CROWN
OF ROAD ELEVATION)
8.47'
SItE PLUMBINCx FLAN
ON SITE SEWAGE TREATMENT AND DISPONSAL SYSTEM CALCULATION:
DATA: 4 BEDROOMS WITH 3,252 SF OF COND. AREA.
ESTIMATED SEWAGE FLOW CALCULATION AS PER 64E-6.008
TABLE N' I (RESIDENCIAL)
UP TO 3300 SF OF AREA -------------------------- 400 GPD
AVERAGE FLOW ------------------------------- 400 G.P.D TOTAL
SEPTIC TANK CAPACITY: PER 64E-6.008 TABLE 11 =1050 GAL. CAPACITY OF
SEPTIC TANK
DRAINFIELD: AS PER TABLE N' I//
400 G.P.D (ESTIMATED SEWAGE FLOW) 667 SF OF MAIN DRAINFIELD REQUIRED
0.6 RATE ABSORSION = 333 SF OF RESERVED AREA REQUIRED
w 1 r-1 —11— =
THERE ARE NO PERTINENT FEATURES DN ADJACENT PROPERTIES
AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION.
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P.E. No 53288
Jose Antonio Mend
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Professional Engineer
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1385 Coral Way Suite #203 Miami, FL 33145
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PH:(305)8549824 FAX(305)856-1797 1IM01119MOMM @@®p
jose0118@aol-com CA 00008324
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P.E. No 53288
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9
PH:(305)8549824 FAX(305)856-1797 1IM01119MOMM @@®p
jose0118@aol-com CA 00008324
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