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ARCHIVED REPORTS_1993_1
EnvironmentalHealth
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ARCHIVED REPORTS_1993_1
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Last modified
7/17/2020 3:53:09 PM
Creation date
7/3/2020 11:04:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1993_1
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_1993_1.tif
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EHD - Public
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TABLE 4.6.3 <br />SUMMARY OF 15 -MINUTE AMBIENT NOISE MEASUREMENTS <br />AUGUST 16, 1993 <br />1. 40 feet from MacArthur <br />centerline opposite Teichert 1:35 pm 63 77 62 59 56 <br />Gravel <br />2. 80 feet from MacArthur <br />centerline near mobile homes 2:05 pm 55 68 55 48 46 <br />3. 50 feet from MacArthur <br />centerline at Lorraine 2:25 pm 60 73 63 51 46 <br />L'e The average A -weighted noise level during the measurement period. <br />q. <br />2. The A-weighted'noise levels that are exceeded during the measurement <br />period 01, 10, 50, and 90 percent of the time, respectively. <br />Measurement Location 1 was 40 feet from the centerline of MacArthur Road south of the entrance to <br />Teichert Gravel at the edge of an orchard. Crushing and screening operations at the gravel plant <br />generated typical noise levels ranging from 55-60 dBA. Trucks passing the measurement location <br />generated typical maximum noise levels of about 80 dBA. Location 2 was further south at a location <br />opposite the two mobile homes about 80 feet from the centerline of the roadway. The noise of the gravel <br />operations was 45-50 dBA. Gravel trucks passing during the measurements generated maximum noise <br />levels of up to 73 dBA. General aviation aircraft were audible during the noise measurement and <br />generated typical maximum noise levels ranging from 55-60 dBA. <br />Location 3 was selected to represent the noise environment at residences along MacArthur Boulevard <br />north of Linne Road. The site was about 50 feet west of MacArthur Drive at its intersection with Palmquist <br />Avenue. Automobile traffic and truck traffic on MacArthur Drive were the dominant noise sources. <br />Automobiles generated typical maximum noise levels ranging from 60-65 dBA. Truck traffic generated <br />maximum noise levels of up to 77 dBA. <br />The noise monitoring demonstrated that vehicular traffic is the dominant noise source at sensitive <br />receptors in the area. The existing 24-hour average Community Noise Equivalent Level (CNEL) resulting <br />from traffic can be calculated from traffic counts which were generated by the traffic consultant for this <br />project (Korve Engineers). Traffic noise levels are calculated using the Federal Highway Administration <br />(FHWA) transportation noise model, FHWA RD -77-108. Using this model, the existing CNEL at the mobile <br />homes is calculated to be 56 dB. The existing CNEL at the houses north of Linne is calculated to be 63 <br />dB 50 feet from the centerline of MacArthur Drive. These calculations correlate well with the measured <br />noise levels. <br />ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES <br />In this section the potential long-term noise impacts resulting from operation of the TMRF and the short- <br />term impacts during construction of the facility are assessed. Mitigation measures are evaluated for <br />significant impacts which are identified. <br />ER -93-1 - 79 - <br />(9-27-93) <br />
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