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- <br /> '" ,, _ .'., j/��a�.. s �.a x',.. .a-r- ,i- 'yr�a-4. s�Fsx,q]=•S. r-_+7r h�'+LdfF..L v zt]�F-1.x`rr.6* <br /> WASTE DISCHARGE REQUIREMENTS ORDER_NO R5-2006.0088 $ <br /> LANGE TWINS FAMILY{IMITED'dba - <br /> JAHANT WOODS-CELLARS <br /> SAN J0AQUIN:000NTY. <br /> a In the 2$ acre land application area; a total of 1,090;000 gallons ofwastewater-peryear is <br /> anttcip'ated to be appliedy distributed across the 28-acre:land area;that is <br /> equivalent to an application rdkebf 9 3jil/year. <br /> b : _In the 104-acre land application areas,a'total of 5,078,195 gallons of wastewater per year is <br /> anticipated to be applied:`.When'evenly.distributed across tlfe 104=acre landarea;that is <br /> equivalent to an application rate of.1,8 in/year <br /> 20. Wastewaierwill be applied by flood irrigation to the 28-acre land application'area and=by drip: <br /> irrigation to the 40 and 64-acre.land application areas. The crop irrigation needs exceed the <br /> amount of wastewater that will`be applied.on.An annual basis; therefore; the land application areas <br /> Will receive supplemental irrigation water. ;However, in some months, the:applied wastewater . <br /> exceeds the crop irr gation;need:. Table 6 of the 25 May 2006-R" addendum includes a:water <br /> balance that evalUates th6..assimilative capacityof the land application areas. Based ion that <br /> evaluation, the land-�appllotion areas pgssess sufficient assimilative capacity_to absorb th "A'pplied <br /> wastewater and stormwater year:round The'percent of the total asstrntlattve capacity for ttte land <br /> �,. application areas is presented below '° <br /> „ � . <br /> «•'` i'^� fir.y�r� �',�,,zb� �fl{��y.s� 5 -� � ��� , , s : � � f .,.r � -a � <br /> c <br /> a fs-`�,_,_,y •+t'^ 53i � ; FSt l or <br /> 2-r}8 a.' 104x ac <br /> P ,Zr6{r city+ <br /> CMoth Assirtlattvpacity AsstrtlatveCa <br /> r <br /> _ ary, <br /> y vFebrury , 5 .18 J 6:9 h - <br /> Marchi? t 12:5 ` 4.5 . <br /> April <br /> 2<:5 <br /> 1.4 <br /> X1:6 T <br /> j 7uly 0:7 1:1�`- <br /> xi�tist 6.3 <br /> September 9.0 `0.3 <br /> October . T.3 3 6 <br /> t filovemY�er _ $ 2' R <br /> 95 y x r <br /> December <br /> v: - r -' <br /> fl 21 [:oadtng rates l'or wastewater coristttuens were evaluated in the.RWD�x.Because wastevi+ater will be <br /> applied to the;land application areas at different Curies of the,year and with differing wastewater <br /> application rates,-.tti"described the 28 acre land application area and 104-acre {4a plus 64=u <br /> F acre) land application areas separatelyI he loading rates are presented below: <br /> IY'` m el - <br /> :a . �k� i_-� '�'. <br /> a At the S`;Acrelland application area the foliowmg loading rates are anticipated% q <br /> t art` % Sf �' c <br /> Constituent r' ' =a ' x Daily 21 <br /> Leading Rate Yearly Loading Rate }k i <br /> }albs/acre/day) {lbs/acre/years <br /> Biochernical OxygenDemand 0.07-0_$$ 155 <br /> Total.Dissolved Solids 0.7-7.1 -977 <br /> Total'Nitrogen 0.01-0.07 10 <br />