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Now, <br /> wcurately estimating the quantity of recharge waters is 2.5 <br /> -it data dcarly evident,particularly in cases of higher nitrogen load- <br /> W=150 9911day/d.•IIIng unit <br /> which ing and lower denitrification rates. N np=t.0 m0/L <br /> nitrar In Figure 2,the critical minimum gross acreage per lot, H 2.0 <br />:sen A,is plotted against the annual rate of rainfall recharge, R, , <br /> select- for a selected range of values for nW and d, with nb = 1.0 <br /> ons of mg/I as before. In this instance the long-term waste-water v 1.5 N 0 <br /> flow, W, is assumed equal to 150 gal/day per DU, on the 0 <br /> o <br /> Titrate- basis of an average expected occupancy of three persons per 0 1.0 `� o �� '.o <br /> t(1)is residence and 50 gal/person/day.The U.S.EPA(1980)cites a a o <br /> ion of 45 gal/day as the typical per capita flow for residential o <br /> for a dwellings.The influence of climate and the water balance is 0.5 <br /> vaste- seen to be significant,particularly for lower ranges of R,i.e., <br /> rogen drier climates.Thus,in desert areas,very large lots may be <br /> I,and necessary. 0 <br /> 0 S 10 15 20 25 30 <br /> Ild be In typical new developments of single family resi- NATURAL RAINFALL RECHARGE. R. In/yr <br /> gnifi- dences, practical lot size limits exist because of minimum Fig.2.Influence of effluent quality,denitrification,and rainfall <br /> rks), space requirements for site development, disposal fields, recharge on critical lot size. <br /> Ogen roadways,open space,etc.These limits may be on the order <br /> sults of 0.25 to 1.0 gross acres per dwelling unit, depending on <br /> ects, local codes and specific development plans. As seen in ---_-------- <br /> td d. Figure 2, such practical or statutory limits may often be <br />= 40 more stringent than the critical minimum gross acreage per <br />'ely. lot, A, determined from equation (2). This is particularly <br /> s by true as R values increase. <br /> g/l. - oo == ==- I CHICO AREA <br /> I be Case Study Examples <br /> age To demonstrate and test their validity, the preceding <br /> to methods for assessing nitrate impacts were compared ------------ <br /> of against the actual ground-water quality data for three <br /> California communities.All three of these communities rely ==e o uH s= <br /> =_MESA O <br /> on individual on-site systems for sewage disposal. In each <br /> case ground-water contamination by nitrates has been docu- <br /> mented b extensive monitoring programs.The three com- _-=-==_--____ <br /> Y gP g --_=__:- _===--==__=_--_ <br /> munities reviewed here as case study examples are: (1) the <br /> Bolinas Mesa area in Marin County; (2) the Chico area in 8 Y W 000 <br /> LOS <br /> s o s o s <br /> Butte County; and (3) the Baywood-Los Osos area in San =__ -________________________-::___ <br /> Luis Obispo County(Figure 3). =====- <br />