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Fenting ALL food and food by-products from being introduced into the septic system, this will <br /> concentrated organic loading and prolong the lifespan of the wastewater disposal system to an <br /> '- -- ursuant <br /> minable degree. All kstclien sinks) must not contain a garbage disposal,.and as referenced,pCarruescds requirement,an under-the-sink grease trap must be installed. All fixtures must be of the <br /> flows possible:. All faucets should be spring-loaded orinfra-red activated, and all fixtures must be <br /> d for leakage on a daily basis Itis also imperative that no industrial or commercial chemicals, <br /> s, excessive cleaners, etc. are introduced into the septic system, as-well as'other items such as any <br /> paper products other than toilet paper, cloth,plastic, etc. <br /> Total Soluble Solids (TSS) originating from organics can create and enhance biomat formation between the <br /> native soil and effluent interface, thus restricting infiltration. The biomat, also referred to as a"clogging <br /> mat,"is a biological, slimy substance which forms on the soil-effluent interface over time. This mat is <br /> composed mostly of aerobic and anaerobic bacteria and bacterial products consisting of polyuronides and <br /> ._.: <br /> polysaccharides. wThe biomat does have.orie`bene ficial property of removing app roximately..10%0 of the <br /> iaitro mffom-the effluent:;This figure has been used in the.nitrate loading calculations-: <br /> Total Nitrogen is the summation of ammonia-nitrogen (NH4) and organic nitrogen (proteins, amino acids, <br /> enzymes). Since the septic tank is predominately anaerobic, nitrogen cannot exist in its oxidized state as <br /> nitrate for any length of time in the septic effluent, and if it does,it is quickly reduced to NO or NOz. If <br /> nitrate existed in the tank effluent, this would also be added to ammonium and organic nitrogen to arrive at <br /> Total Nitrogen. <br /> NLS§3.3. To uantify thethe anticivatedn,itrogen concentration for use in the Bullfrog Landing Marina <br /> project nitrate loading calculations effluent sample test results were obtained om Flaga ar e <br /> 2-12) s ml ar to_t e waste streamern an oaqum aun y. is act_i y - as a waste s ream wt ponents <br /> . - from B ullfrog,.except-on a'much, much larger scale::The analytical test results <br /> of the concentrations are found in Table 6 below. <br /> TABLE 6 <br /> ER <br /> ANALYTE - ANALYSIS OF WASTEWATER INFLUENT <br /> OM THE FLAG CITY COMPLEX <br /> Ammonia Nitrogen(NH,-N) 57.6 mg/L <br /> Organic Nitrogen 31.8 mg/L <br /> 1 Nitrate BDL <br /> l Nitrite BDL <br /> iTotal Nitrogen x89.4 mg/L <br /> Total Suspended Solids(TSS) 264 mg/L <br /> Biochemical Oxygen Demand(BODS) 244 mg/L <br /> pH 7.6 <br /> Electrical Conductivity (E.C.) 1857 a.mhos/em <br /> Total Alkalinity 641 mg/L <br /> Chloride 178 mg/L <br /> IO <br /> Chesney Consulting <br />