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SITE INFORMATION AND CORRESPONDENCE
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2900 - Site Mitigation Program
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PR0528038
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
9/26/2019 9:54:09 AM
Creation date
9/26/2019 8:57:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0528038
PE
2950
FACILITY_ID
FA0018998
FACILITY_NAME
NCPA LODI ENERGY CENTER
STREET_NUMBER
12751
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95242
APN
05513016
CURRENT_STATUS
01
SITE_LOCATION
12751 N THORNTON RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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5.12 TRAFFIC AND TRANSPORTATION <br /> TABLE 5.12-10 <br /> Comparison of Cooling Tower Stack Parameters <br /> RCECa BEPa LECb <br /> Parameter 38°F 68°F 38°F 59°F 94°F <br /> Cell Ht,ft 60 40.14 45.8 <br /> Cell Diam,ft 32 36.7 14 <br /> Stack Velocity, ft/s 33.8 33.8 22.0 21.8 27.5 <br /> Exhaust Temp,OF 73.2 81 74 85 86.7 <br /> 'From RCEC FSA Section 4.10, June 2007. <br /> bFrom Air Quality Appendix 5.1 B. <br /> The RCEC FSA found that: <br /> "The cooling tower vertical plume velocities are calculated to be somewhat higher <br /> for RCEC than BEP,which is not surprising since the heat load for RCEC is <br /> somewhat higher,the initial stack height and velocity are both higher for the RCEC <br /> cooling tower, and the RCEC cooling tower will have additional thermal buoyancy <br /> since it is a plume abated tower."8 <br /> The LEC cooling tower is expected to have performance more comparable to the BEP <br /> cooling tower than the RCEC tower,since its stack height is similar to BEP and it is not a <br /> plume-abated tower. The thermal modeling of the BEP cooling tower presented in the RCEC <br /> FSA (Plume Velocity Table 6) showed that the BEP cooling tower plume velocity fell below <br /> the CEC staff's 4.3 m/s significance threshold at an elevation of about 800 feet. We conclude <br /> that the LEC cooling tower plume velocity can also reasonably be expected to fall below <br /> 4.3 m/s before reaching the standard traffic pattern altitude of between 800 and 1,000 feet <br /> and,therefore,would be unlikely to cause significant turbulence. <br /> 5.12.3 Cumulative Effects <br /> A cumulative impact refers to a proposed project's incremental effect together with other <br /> closely related past,present,and reasonably foreseeable future projects whose impacts may <br /> compound or increase the incremental effect of the proposed project (Public Resources Code <br /> §21083; California Code of Regulations,title 14, § 15064(h), 15065(c),15130, and 15355). <br /> In July 2008,21 projects were in various stages of progress with the City of Lodi. Most of <br /> these projects are zoned residential,with a few office,mixed use,institutional,commercial, <br /> and industrial projects proposed. All of these projects are more than 4 miles from the <br /> proposed project,except for the improvements at the White Slough WPCF (Draft EIR issued <br /> March 28,2008),which is adjacent to the project site (Bereket,2008; City of Lodi,2008b). <br /> In July 2008, 72 projects9 were being processed with the San Joaquin County Building <br /> Department. These projects were located in Acampo, Escalon,Farmington,French Camp, <br /> Linden,Lodi,Lockeford,Manteca, Ripon,Stockton, and Tracy. The types of projects <br /> included residential projects such as new residences,additions and remodels to existing <br /> 8 Ibid.,p.4.10-31. <br /> 9 For the purposes of this discussion,San Joaquin County sorted its projects by project cost,and provided a list of the projects <br /> costing$25,000 or more. <br /> 5.12-30 SAC/371322/082330005(LEC_5.12_TRAFFIC_AND_TRANSPORTATION.DOC) <br />
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