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SU0013451
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SU0013451
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Last modified
5/17/2021 4:00:53 PM
Creation date
6/23/2020 11:17:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0013451
PE
2600
FACILITY_NAME
WC-90-1
STREET_NUMBER
2248
Direction
W
STREET_NAME
LAKE FOREST
STREET_TYPE
RD
City
ACAMPO
APN
00306001
ENTERED_DATE
6/17/2020 12:00:00 AM
SITE_LOCATION
2248 W LAKE FOREST RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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4.4 NOISE <br /> Noise and Land Use Compatibility <br /> As shown in the setting section, the project site is currently exposed to low noise levels. Vineyards <br /> adjoin the site to the east and pasture grazed by live stock are found to the north (Figure 4.1-1). The <br /> proposed residences would be located around the perimeter of the lakes (Figure 2-3). The nearest <br /> proposed residence to the adjacent vineyards would be at a minimum setback of 900 feet. Agriculture <br /> equipment, such as tractors, typically generate noise levels as high as 90 dB at a distance of 50 feet. <br /> Such equipment, when operating along the property line adjacent to the site could generate maximum <br /> noise levels up to 65 dB at the nearest residences. This would occur rather infrequently and would not <br /> be considered a significant impact. Except for the random and infrequent agricultural machinery noise, <br /> noise levels on the site would be quite low. The noise environment on the site and where the proposed <br /> residences would be located, would be well within acceptable limits identified in the Noise Element of <br /> the General Plan for San Joaquin County. <br /> Project-Generated Traffic <br /> The project site is currently accessed from Forest Lake Road. The development plan calls for limited <br /> access of the site from this roadway. The main access route to the site would be off Peltier Road, north <br /> along the existing Davis Road and a new extension road north of Davis Road. Future noise levels along <br /> the main access road to the site are calculated using traffic data supplied for this project (Omni-Means, <br /> 1991). A traffic noise prediction model,based on Federal Highway Administration Publication(FHWA <br /> RD-77-108),was used to predict the noise exposure for existing residences along the main access road <br /> to the site. The model used the average daily traffic volume (ADT), speed of vehicles and vehicle <br /> composition (cars, medium trucks and heavy trucks) as input to compute noise levels (L,J at selected <br /> distances from the roadway. Based on the results of the modeling,noise levels along Davis Road, north <br /> of Peltier Road with implementation of the proposed project, would reach an L,, of 48 dB at a distance <br /> of 100 feet from the road, the typical minimum setback of existing residences to the road. The current <br /> noise exposure of residences along Davis Road is estimated at an L,, of 45 dB. Traffic associated with <br /> the proposed development would increase noise levels along Davis Road by 3 dB. Noise level increases <br /> at buildout due to project-related traffic would be undetectable for other streets serving the site. Noise <br /> level increases below 5 dB are not considered to be significant. Project generated traffic would not result <br /> in a significant noise impact for existing residences along the streets accessing the site. <br /> Excavation-Related Noise <br /> The bottom of the two ephemeral lakes on the site will be excavated and the excavated material would <br /> be transported by trucks to the New Hope Reclamation District Levee. A total of 1.6 million cubic yards <br /> of excavated material would be extracted from 78 acres of the site. The excavation period is estimated <br /> to last five years, ending on April 15, 1997. The applicant has filed a quarry excavation application with <br /> the County which details the conditions and specifics of the operation(Catwil Corporation, 1989). The <br /> extracted material would be processed on site and transported by truck on a designated haul route. The <br /> 4.4-6 <br />
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