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<br /> 1. FINAL LOCATION OF BUILDINGS AND SEPTIC SYSTEM 0 V) z E
<br /> TO BE DETERMINED BY PROPERTY OWNER, Z Uj 0
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<br /> FILTER BED CALCULATIONS � 2 0
<br /> MWENEWMMMMMEWIM11,111", 'Im", m11,111,11 -,I IWAMI
<br /> Base Tank Capacity (BTC) = 1200 gal
<br /> Maximum Daily Flow(MDF) = 1500 gal (Sunday only) z LU Z CIO
<br /> Soil Factor (SF) = 0.225 LU LU a:
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<br /> Filterbed Factor(FBF) =4 0
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<br /> 1. BTC + MDF = 1,200 gal + 1,500 gal = 2,700 gal < <
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<br /> 2, 2,700 gal x SF = 2,700 gal x 0.225 = 608 (equivalent [each line required) W -
<br /> 3. 608 x FBF = 608 x 4 = 2,432 (sq. ft. of filterbed required) C) U
<br /> 4. 2,432 sq, ft, = 6V x 40' proposed filterbed layout Z 0
<br /> DAILY FLOW 0 V) �'- to,
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<br /> day people / day gal / person total � ;� Z) ,_j !��6�'
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<br /> SUN 300 5 1500**
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<br /> - TUES 10 5
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<br /> Average daily flow 265.7 gal/day --
<br /> ** INDICATES MAXIMUM DAILY FLOW(MDF) -,
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<br /> 1)PLAN NOT VALID WITHOUT ORIGINAL ENGINEERING STAMP AND SIGNATURE. -
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