13-1205-031UFO I ItNJ;= lnnnn'
(HIGHEST CROWN
OF ROAD ELEVATION)
8.47'
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SITE F FLAN
5C;ALE:1/0"= V-011
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 /I =1050 GAL. CAPACITY OF
SEPTIC TANK
DRAINFIELD: AS PER TABLE N* ///
400 G.P.D (ESTIMATED SEWAGE FLOW) 667 SF OF MAIN DRAINFIELD REQUIRED
0.6 RATE ABSORSION = 333 SF OF RESERVED AREA REQUIRED
PI r-1 -r =
THERE ARE NO PERTINENT FEATURES DN ADJACENT PROPERTIES
AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATI❑N.
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