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<br />TYPE OF FSTABLLSHMENT CALLONSIPERSON/DAV <br />(AVERAGE) <br />(l1NLESS OTI(ERWLSE SEATED) LBS. <br />BOD,/PERSONS/DAY <br />(UNLESS OTttERWISE STATED) <br />Resort (fight end day) 50 .12 <br />Cemppwued (seawmloxupancy-per <br />unit)so 50 .12 <br />Public Park (during hours when peck is opeo) <br />-Flush Todet (per rncme pc hour) 3tl .04 16s/6a1ux <br />- Uruul (per furmre per hour) 10 .01 Ihs/fumnc <br />- Shower (per fitmue PQ hour) 100 .10 Ih~ NSno"n <br />- Feurst (pa fittlrlm per hom) 15 .Od Iha/fixmre <br />Swimming Pools and Baihhoeses !0 .OE ' <br /> <br />Tnvd Trader Parks <br />(wily mdiridual wager sewagehookup- <br />per unit)° <br />50 I <br />.12 <br />(vdthpu individual water and sewage <br />hookup. per uuit)•~ 50 .12 <br />° = BOD Levds uadiug furfha veri5naou <br />°O = Isondry fae0idcs arc b fie mlcuiatd oa a Pe* uomme,val washer basis m aocordana with otbc elemeurs ofthis table. <br />~ 4.02 Minimum Horizontal Distances Between Components of a System and Physical Features <br />i A. Minimum, horiZOntal distances from the various components of a system to pertinent temdin features, <br />including streams, lakes, water courses, springs, wells, subsoil drains, cisterns, water lines, suction lines, <br />gulches, dwellings, other occupied buildings and property lines, shall be in accordance with the following <br />"Table of Minimum Horiwntal Distances". <br />r <br />~, B. Wells, springs or potable water supply suction lines and aIl other constructed units listed in the "'Cable" shall <br />~ be installed or located in accordance with the minimum distance requirements provided in the table or such <br />increased distances provided by the local board ofhealth regulation. <br />The minimum horizomal distance required from manmade cut banks and :fill areas to individual sewage <br />® disposal system components discharging effiuent into or onto the surrolmding soil shall be four (~4) times the <br />height of the bank, measured from the bottom of absorption field, unless it can be demonstrated by a <br />Registered Professional Engineer or a Profissional Geologist drat a mechanical or natural barrier will prevent <br />lateral effiutmt surfacing. <br />~1 <br />~) <br />27 <br /> <br />