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Consolidated Forward Inc. Landfill Page 5 <br />The contrador shall be required to employ the qUietest among alte.rnatil;e equipment or to <br />muffle/control noiseJrom available equipment. <br />9 Forward 1993 (E2) <br />Muffling of equipment used on site shall be maintained to Jactory specifications. <br />10 Austin 1994 (HI.a) (similar), Austill 2000 (HI.a) <br />The proposed project must conform to the San Joaquin COUllty Noise Standards contained in <br />the County's General Plan. The project sponsor shall be required to demonstrate <br />compliance with this per/onnance standard. Work areas could be limited. work times close <br />to the residence could be rescheduled. noise barriers such as earth benr.s could be designed. <br />and noise monitoring shall be undertaken to demonstrate compliance in the event noise <br />complaints are received. <br />11 Austill 1994 (HJ.b), Austill 2000 (HI.b) <br />If project-related noise levels measured at the property line oj any residential use would <br />exceed an hourly average of 45 dEa during the nighttime or 55 dBa during the daytime, then <br />setbacks and a limitation on hours of operatiollS shall be mandatory. As recommended in the <br />Fonrard. hlc. Landfill Use Permit Modifications, the option oJa soun.d-... ·all at 9690 Austin <br />Road shall be available to the resident. <br />D. Am. QUALITY/ODORS <br />12 (D.2) <br />Identified In This EIR: <br />13 (D.4) <br />The project sponsor shall mitigate any significant future ROG increase by developing gas <br />wells within the Forward Landfill sufficient to achieve a recovery rate of 100-200 cfm of <br />LFG from the Forward Landfill. The gas wells shall be integrated into the consolidated <br />facility collection! disposal system. To maintain a less-than-significant ROG increase from <br />existing conditions, a small LFG collection system shall be installed at the cWTently <br />uncontrolled Forward Landfill before the total increased fugitive LFG release rate from all <br />sources reaches 150 cfrn (equivalent to 10 tons ofROG per year). <br />Proposed as Part of the Project: <br />a. Water any excavation areas twice per day, <br />b. Water stockpile haul roads at least once per day, <br />c. Water the perimeter facility road once per day on any day that the road is used, <br />d. Limit on-site travel speed to speeds less than those that would cause visible dust· emissions <br />behind the vehicle, <br />e. Prevent track-out of mud and dirt through the following measures: <br />1) Providing a paved interior road of at least 100 feet in length to allow mud <br />and dirt to drop off before exiting the site, <br />2) Removing dirt and mud from interior paved roads throughout the work-day, <br />3) Removing any dirt deposition on Austin Road at the end of each work-day. <br />f. Apply all-weather surfacing to any unpaved road segment that carries 50 or more vehicle <br />trips per day continuously for more than thirty (30) days, <br />g. Water unpaved equipment parking areas at least daily, <br />h. Best management practices shall be followed at all times during ope;-ation of the <br />grinder/screener at the composting operation, and shall include <L,,-~g that inputs to the