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SLUDGE CHARACTERIZATION <br /> A composite sample of dried,stabilized sludge was also collected on September 13, 1993 and analyzed <br /> by A& L Laboratories for nutrients and total and water soluble metals as outlined in the SAP. These <br /> results, along with allowable levels for metals according to the new 503 Rules are summarized in <br /> Table 1B. The results indicate non-detectable to very low levels of water soluble metals (STLC) and <br /> low levels of total acid soluble metals (TTLC) in the sludge. Levels are well below applicable Title <br /> 22 and 503 regulatory limits. This year's sludge analysis indicates a more nutrient rich mix with total <br /> nitrogen levels of 3.96 percent, compared to a 1992 total nitrogen of 2.846 percent (Table 2B). Salt <br /> levels are moderate in the sludge, but as the sludge is applied to a sandy soil with relatively high <br /> irrigation water applications,there is little concern over long-term salt build-up. Low levels of PCB's <br /> (EPA 8080)were detected in the 1993 sludge at .43 mg/kg(alchlor 1242). The allowable title 22 level <br /> for PCB's is 50 mg/kg. There are no specific regulatory levels for PCB's in the 503 Rules. Overall <br /> the sludge can be considered a non-hazardous solid waste suitable for use as an agricultural <br /> amendment. <br /> PROPOSED SLUDGE APPLICATION PROGRAM <br /> The City proposes to apply approximately 856,732 lbs.(dry weight)(or 428.4 tons) of air dried sludge <br /> on 31 acres in Field 3. (Based on 1,462 cubic yards of sludge with a dry density of 586 lbs/yard.) <br /> This equates to an annual application rate of about 13.8 tons/acre (294 lbs. available N/acre). <br /> Calculations of N loading rates and crop requirements are provided in Appendix B. Sludge <br /> application would occur during a four to six week period in late October and early November. The <br /> sludge would be disced into the surface soil layers within 48 hours of sludge application. The <br /> proposed application rate is well within the agronomic requirement of 500 lbs. N/acre, or for this <br /> sludge,21.28 tons/acre. Since both total and soluble metal levels in the sludge and soils are relatively <br /> low, initial sludge application rates are governed by nutrient levels in the sludge and agronomic crop <br /> demand(chiefly nitrogen requirement). Available phosphorous levels in the sludge are moderate and <br /> are not the determining factor in the application calculations for this sludge. The recommended crop <br /> is alfalfa, selected because of its high nitrogen demand and high consumptive water use, important <br /> for wastewater application. Properly managed field corn could also be considered if application rates <br /> are reduced about 20 percent. Nutrient requirements and consumptive water demand for alfalfa and <br /> other crops common to the area are summarized in Table 3. The agronomic requirement information <br /> was supplied by Mr. Mick Canavaria, San Joaquin County U.C. Extension row crop specialist, based <br /> on recent research on agricultural land application of wastewater treatment plant sludge completed <br /> at U.C. Davis and U.C. Riverside. <br /> METALS LOADING ANALYSIS <br /> A cumulative metals loading analysis was completed by Montgomery Engineers in the March 1992 <br /> Sludge Management Plan Update. Their report indicates extensive remaining capacities for metals <br /> with the lowest remaining capacity for copper (78 percent) of about 20 years. Because of the very <br /> low levels of metals present in the sludge and the extensive remaining soil capacity, initial screening <br /> analyses indicated metals need not be used as a determining factor in the sludge application rate <br /> calculations. A Cumulative Pollutant Loading Rate(CPLR) update for metals will be completed and <br /> submitted with the Post-Application Report. <br /> _ 3 _ 93060PA.RPT <br />