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r7I7= 53.5 inches/yr x 27,152 gals/ac-in x 875 sf filter bed(0.0201 ac)=29,198 gals/yr. <br /> E=Effluent disposal volume for the proposed modular home was originally calculated by Petralogix to <br /> be 140 gpd per each bedroom for a total ADF of 560 gals. Their subsequent Addendum revised the ADF <br /> to 250 gpd,based on the arbitrary decision of the previous EHD Director to assign 100 gallons for the <br /> first bedroom and 50 gallons for each additional bedroom. <br /> E= 250 gals ADF x 365 dpy=91,250 gals/yr <br /> ETo=The yearly actual evapotranspiration(ETo) illustrated in Petralogix Report total 52.42 in/yr: <br /> 52.42 inches/yr x 27,152 gals/ac-in x 875 sf filter bed(0.0201 ac)=28,609 gals/yr. <br /> From the water volume data presented, it appears that the effluent water volume may supply the lawn <br /> grass irrigation demand. ETo theoretically cancels almost 100%of domestic irrigation demand. <br /> However, supplemental lawn irrigation will be needed since the effluent disposal volume is heavily <br /> inflated due to assigning the ADF of 250 gpd to every day of any given year. <br /> NITROGEN DEMAND FOR FESCUE LAWN GRASS <br /> The lawn grass uptake of effluent nitrogen is determined as follows: <br /> The EHD directive references the Regional Water Quality Control Board 2012 OWTS Policy, as <br /> stated, is"to meet a 50%reduction in total nitrogen when comparing the 30-day average influent <br /> to the 30-day average effluent." The Petralogix Report nitrate loading calculations demonstrate a <br /> Resultant(NR) average concentration of nitrate-nitrogen in recharge water of 13.53 ppm from the <br /> proposed primary unit dwelling. <br /> Total nitrogen concentration of raw wastewater was identified at 35 mg/L in the Petralogix <br /> Report. Although Petralogix references this concentration as (NW) =Total nitrate-N <br /> concentration of wastewater percolate;this is not the N concentration of the percolate. NW should <br /> be referenced as the raw wastewater N concentration. Complying with the 50%reduction in <br /> nitrogen concentrations between the raw wastewater influent and treated effluent, places the <br /> effluent concentration requirement after the proposed vegetative treatment at no greater than 35 <br /> mg/L x 50%= 17.5 mg N/L. <br /> According to The International Plant Nutrition Institute,which is now part of The Fertilizer <br /> Institute, 0.675 tons of Fescue grass removes 25 lbs of nitrogen per ton of Fescue removed. The <br /> following calculations demonstrate that the Fescue lawn grass can theoretically uptake the <br /> effluent nitrogen to lower the effluent concentration from 35 mg N/L(raw wastewater N <br /> concentration)to 17.5 mg N/L (max. effluent N concentration): <br /> 0.1 lbs Fescue grass/sf x 875 sf filter bed= 87.5 pounds grass/cutting. <br /> 2 cuttings per month over eight month growing.season(Feb-Oct)= 18 cuttings <br /> 87.5 lbs. grass/cutting x 18 cuttings= 1,575 lbs grass (0.788 tons=29.2 lbs N removed) <br /> However, 35 mg/L of total nitrogen in the raw wastewater equates to 0.000291756 pounds of <br /> nitrogen per gallon of influent. The total volume of raw wastewater flow from the primary <br /> Pae -3- <br /> Chesney Consultin, <br />