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<br />TABLE 1
<br />LOADINGS BY POINT SOURCES
<br />
<br /> 1965 1990 2000 2010
<br /> p' NH, , P' NH, , p' NH, , P' NH, ,
<br /> Fac i I I ty flo'tt'::J Load Load r 10\,'.1 Load Load flow::J Load Load Fto'W's Load Lo:ad
<br />EI Rancho 0.035 671 820 0.11 2,1 to 2,576 0,11 2,110 2,578 0.12 2,301 2,813
<br />Eve rg reen 0.45 5,460 3,062 0.506 6,161 3,465 0.62 7,549 4,247 0.731 6,901 5,007
<br />Genesee 0.15 4,566 6,995 0.31 9,437 18,590 0.472 14,368 28,305 0.50 15,220 29,964
<br />Ki ttredge 0.0'11 925 426 0,056 1,296 597 0.086 2,036 938 0.12 2,776 1,279
<br />Morri son 0,065 1,001 695 0.59 8,411' 7,543 0.86 12,30'1 10,995 0.86 12,590 11,251
<br />Mountain 0.079 1,515 1,852 0.06 l,5.J4 1,875 0.09 1,726 2,110 0,11 2,110 2,576
<br />West. Jeff. 0.30 4,566 2,055 0.375 5,70B 2,566 0.525 7,991 3,596 0.675 10,274 4.,624
<br />Wi II o.....brook 0.09 1,726 2,110 0.09 1,726 2,110 0.09 1,726 2,110 0.09 1,726 2,110
<br />Tiny Town 0.005 97 132 0,005 97 132 0.005 97 132 0.005 97 132
<br />Wp.st Jeff. Jr.
<br />High School 0,0165 360 490 0.0165 360 490 0,0165 360 490 0.0165 360 1,90
<br />Point Source
<br /> Total I. 23 20,907 20,857 2.14 36.870 39.946 2.67 50,267 55,501 3.25 56.355 60,268
<br />Nonpoint Source~
<br /> lata I 6.141 7,287 6,369 9.456
<br />Basin Total 27,191 43,100 58, .79 65.354
<br />
<br />'Phosphorus load calculated by using Bve. of COH measured data in the equation; P load (Ibs) mgd x 8.34 x 365 x con-
<br />centration.
<br />2Ammonia load calculated using ave. of COH data in the equation; HHJ load t Ibs) = mgd x 8.34 x 365 x concentration. For
<br />West. Jeff. and Evergreen the fol lowing ammonia concentrations were assumed;
<br />Apr.-Dec. effluent NHJ concentration of (mg/l because of nitrificationl,
<br />Jan.-Mar. effluent NH~ concentration of 6 mg/l
<br />'Flows obtained from DRCOC's 1966 Clean Water Plan and questionnaires submitted for the Clean Water Plan
<br />~Refer to Technical Memorandum 1.1 for a description of how the nonpoint loads are calculated.
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