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ARCHIVED REPORTS LEC APPLICATION FOR CERTIFICATION
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2900 - Site Mitigation Program
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PR0516806
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ARCHIVED REPORTS LEC APPLICATION FOR CERTIFICATION
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Last modified
9/26/2019 8:41:30 AM
Creation date
9/25/2019 4:52:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
LEC APPLICATION FOR CERTIFICATION
RECORD_ID
PR0516806
PE
2965
FACILITY_ID
FA0012817
FACILITY_NAME
WHITE SLOUGH WATER POLLUTION CONTRO
STREET_NUMBER
12751
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95241
APN
05513016
CURRENT_STATUS
01
SITE_LOCATION
12751 N THORNTON RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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5.1 AIR QUALITY <br /> Where: <br /> Hg=Good Engineering Practice stack height,measured from the ground-level elevation at <br /> the base of the stack <br /> H=height of nearby structure(s) measured from the ground-level elevation at the base of the <br /> stack <br /> L= lesser dimension,height or maximum projected width, of nearby structure(s) <br /> In using this equation,the guidance document indicates that both the height and width of the <br /> structure are determined from the frontal area of the structure,projected onto a plane <br /> perpendicular to the direction of the wind. For the LEC,the nearest influencing structure is <br /> the HRSG,which is 105 feet above ground level. Therefore,GEP stack height is 2.5 times that <br /> height, or 262.5 feet.The proposed stack height of 150 feet will not exceed GEP stack height, <br /> so the full physical stack height may be used in the modeling analysis. <br /> For regulatory applications, a building is considered sufficiently close to a stack to cause <br /> wake effects when the downwind distance between the stack and the nearest part of the <br /> building is less than or equal to five times the lesser of the height or the projected width of <br /> the building. Building dimensions for the buildings analyzed as downwash structures were <br /> obtained from plot plans. The building dimensions were analyzed using the Lakes <br /> Environmental Building Profile Input Program (BPIP) to calculate 36 wind-direction-specific <br /> building heights and projected building widths for use in building wake calculations. The <br /> building dimensions used in the GEP analysis are shown in Appendix 5.113,Table 5.113-1. As <br /> the existing power plant structures will remain in place,those structures are reflected in the <br /> downwash analysis. <br /> 5.1.5.4 Receptor Grid Selection and Coverage <br /> Receptor and source base elevations were determined from USGS Digital Elevation Model <br /> (DEM) data using the 71/2-minute format (10-to 30-meter spacing between grid nodes). All <br /> coordinates were referenced to UTM North American Datum 1927(NAD27),Zone 10.The <br /> AERMOD receptor elevations were interpolated among the DEM nodes according to <br /> standard AERMAP procedure. For determining concentrations in elevated terrain,the <br /> AERMAP terrain preprocessor receptor-output (ROU) file option was chosen. Hills were not <br /> imported into AERMOD for CTDM-like processing. <br /> Cartesian coordinate receptor grids were used to provide adequate spatial coverage <br /> surrounding the project area for assessing ground-level pollution concentrations, to identify <br /> the extent of significant impacts, and to identify maximum impact locations.A 250-meter <br /> resolution coarse receptor grid was developed,which extend outwards at least 10 km from <br /> the location of the new turbine stack. <br /> In addition,more refined nested grids were developed to efficiently identify the maximum <br /> impact areas. These nested grids had the following resolutions: <br /> • 25-meter resolution along the facility fence line in a single tier of receptors composed of <br /> four segments extending out to 100 meters from the fence line; <br /> • 100-meter resolution from 100 meters to 1,000 meters from the fence line; and <br /> SAC/371322/082410013(LEC_5.1_AIR_QUALITY.DOC) 5.1-35 <br />
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