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ARCHIVED REPORTS_1991_1
EnvironmentalHealth
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ARCHIVED REPORTS_1991_1
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Last modified
9/14/2020 2:59:17 AM
Creation date
7/3/2020 11:12:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1991_1
RECORD_ID
PR0440009
PE
4445
FACILITY_ID
FA0000428
FACILITY_NAME
CENTRAL VALLEY WASTE SERVICES
STREET_NUMBER
1333
Direction
E
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95240
APN
SEE COMMENTS
CURRENT_STATUS
01
SITE_LOCATION
1333 E TURNER RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4445_PR0440009_1333 E TURNER_1991_1.tif
Tags
EHD - Public
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The area in which this traffic will operate is different from the broad region contributing <br /> traffic to the Northeast industrial complex. It includes Southern Sacramento County, <br /> Lodi and peripheral parts of Northern San Joaquin County. <br /> The QRS program was used to assign traffic over major roads in the above area to and <br /> from the site. Transfer trucks were figured separately as they have only two destinations <br /> after they leave the premises: Harney Lane landfill or Kiefer Road disposal area in <br /> Southern Sacramento County. <br /> Figure T-9 indicates the estimated traffic attributable to the site at full development on <br /> streets in the Northeast area. The QRS program assignments were by the most direct <br /> route as modified by speed and capacity constraints. Obviously, there will be a limited <br /> amount of Transfer Station traffic on other streets in the Northeast area which the QRS <br /> program didn't calculate, but the significance of Figure T-9 is that it points out: Turner; <br /> Cluff; Highway 99 (North of Lodi), Highway 12 and possibly Pine Street as the <br /> roadways where the greatest impacts will occur. <br /> Figure T-9 combines future traffic from the project with that from normal growth plus <br /> that from a fully developed Northeast industrial area. It also shows street capacities at <br /> LOS "C". As in the case of Figure T-7 a= capacities of the local system at LOS "C'° <br /> will not be exceeded if the project is built. <br /> Intersection capacity is another matter. Figure T-10 displays estimated future turning <br /> movements (including those of the project) at several locations around the project area. <br /> Also shown are comments about the LOS for specific movements. <br /> Traffic impacts as determined by comparing Figure T-10 with Figure T-8 are as follows: <br /> 1. The Northbound through movement at Turner and Cluff went from LOS '°C" to '°E". <br /> 2. The westbound left movement at Turner and Cluff dropped from LOS "A" to "B". <br /> 3. The southbound right tum at Cluff and Highway 12 dropped from LOS "B" to "C". <br /> These exhibits indicate that the project, will produce a minor adverse impact on the <br /> intersection of Turner & Cluff. Cumulative impacts are brought about mostly by <br /> projected growth in the industrial area. These impacts will be felt at the <br /> Turner/Cherokee; Turner/Beckman and Cluff/Highway 12 intersections. <br /> Mitigations <br /> The City could anticipate the need for improvements to intersections in the area <br /> (signalization, widening). It could estimate the cost of these improvements and apply <br /> those costs to an "area of benefit" under the Government Code or CEQA. Thereafter <br /> businesses that expand within the benefited area could be required to pay their pro-rata <br /> share of these improvements. <br /> 44 <br />
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