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ARCHIVED REPORTS_XR0007240
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3500 - Local Oversight Program
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PR0540315
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ARCHIVED REPORTS_XR0007240
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Last modified
7/7/2020 3:03:06 PM
Creation date
7/7/2020 2:46:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007240
RECORD_ID
PR0540315
PE
3526
FACILITY_ID
FA0023046
FACILITY_NAME
U-HAUL FACILITY NO 710050
STREET_NUMBER
2701
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95215
APN
11708014
CURRENT_STATUS
01
SITE_LOCATION
2701 N WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' I -11-ml #709 i0 E Il l n 01 IIII(IIl'll <br /> ].c UM11,1l 1 L ISII)IIM l c til Rcpm I }(hi a 1n 2 i 200, <br /> 423 Vapor Extraction Test Results <br /> ' The induced vacuum and flow rate achieved from each test well was similar VE testing of VEW-1 <br /> during the fourth and final step yielded a maximum flow rate of approximately 175 cfm at a <br /> corresponding vacuum of approximately 75 inches of water column Similarly, VE testing of VEW-2 <br /> during the fourth and final step yielded a maximum flow rate of approximately 170 cfm at a <br /> ' corresponding vacuum of approximately 77 inches of water column This equates to a vapor flow rate of <br /> approximately 8 75 cfm per linear foot of well screen in VEW-1 and approximately 8 5 cfm per linear <br /> ' foot of well screen to VEW-2 These values represent the maximum well performance achievable <br /> utilizing the test system's PD blower set up The well performance curves (induced vacuum versus flow <br /> rate) for extraction test wells VEW-1 and VEW-2 are presented in Figure 5 <br /> ' Each monitoring point well demonstrated an effective vacuum response at their respective lateral point <br /> distances from the nested extraction wells Generally, a vacuum response of greater than 0 1 inches of <br /> ' water in a lateral monitoring point well is considered effective At the fourth and final step of each VE <br /> test, each monitoring point well demonstrated a vacuum response of greater than 0 10 inches of water <br /> ' column (Tables 6 and 7) Monitoring point well MW-IA (screened from 30 to 50 feet bgs), located the <br /> furthest from the nested extraction wells (approximately 57 feet away), demonstrated a vacuum response <br /> ' of 100 inches and 0 80 inches for testing of VIEW-1 and VEW-2, respectively Similarly, MW-lB <br /> (screened from 52 to 77 feet bgs and nested with MW-1A) demonstrated a vacuum response of <br /> approximately 3 10 inches and 150 inches for testing of VEW-1 and VEW-2, respectively Based on <br /> monitoring point well response during the fourth step of each test, an estimated effective VE ROI of <br /> greater than 60 feet exists at the site (Figure 6) The induced vacuum versus lateral distance from VEW- <br /> ' 1 and VIEW-2 is graphically presented to Figures 7 and 8,respectively <br /> ' 424 Mass Extraction Estimates <br /> Laboratory analysis of the vapor samples collected during the VEW-1 (lower soil horizon) test indicated <br /> ' volatile fuel hydrocarbons (VFH) were extracted at concentrations of approximately 28,000 ppmv <br /> Additionally, BTEX concentrations were present at concentrations of 1,200 ppmv benzene, 1,900 ppmv <br /> ' toluene, 200 ppmv ethylbenzene, and 710 ppmv total xylenes, respectively Analytical results of soil <br /> ' 13 <br /> 1 <br />
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