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2900 - Site Mitigation Program
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PR0548037
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Entry Properties
Last modified
7/17/2026 11:48:18 AM
Creation date
7/23/2025 2:39:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0548037
PE
2950 - ENVIRON ASSESS
FACILITY_ID
FA0027411
FACILITY_NAME
CITY OF LODI PARKS AND RECREATION DEPARTMENT
STREET_NUMBER
125
Direction
N
STREET_NAME
STOCKTON
STREET_TYPE
ST
City
LODI
Zip
95240
APN
043084130
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
125 N STOCKTON ST LODI 95240
Tags
EHD - Public
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SAP/QAPP Addendum <br /> Lodi-125 N Stockton <br /> Final <br /> March 24,2025 <br /> SOP#004-2,Soil Sampling;SOP #017-2,Recording of Notes in Field Logbook;and SOP#015-1, <br /> Packaging and Shipping Samples,in Appendix C and per Site-Specific QAPP Worksheet#19. <br /> 6..5.2 Historical Underground Storage Tank Soil Sampling <br /> Four discrete subsurface soil borings from biased locations will be advanced north,east,south,and west at 5- <br /> foot step-outs from the previous approximate former UST location (Stantec,Inc. 2023) via a DPT drill rig to <br /> 15 feet bgs (Figure 3). Soil samples will be collected from 5 to 8 feet bgs,8 to 10 feet bgs, 10 to 13 feet bgs, <br /> and 13 to 15 feet bgs from each location.Because these locations on the Site are paved with concrete, <br /> concrete coring may be required;the concrete and base rock presumed to be underneath will not be included <br /> in the first sample increment. <br /> Before soil boring advancement,a utility locator will be used to clear each of the four soil boring locations for <br /> buried utility lines. Should utilities be identified in the proposed sample area,the impacted soil boring will be <br /> relocated such that a 5-foot buffer from the buried utility is maintained. In addition,soil borings will be <br /> advanced the first 5 feet bgs using a hand auger,further reducing the risk to damaging underground utilities. <br /> Soil samples will be analyzed for arsenic and lead via EPA Method 6010 and for TPH will be extracted via <br /> EPA Method 3541 and analyzed via EPA Method 8015M (TPH-g,TPH-d,and TPH-mo). <br /> To collect soil samples for TPH-g,the Toeroek Team will use a single-use Terra Core® sampler and place <br /> collected contents of the sampler into 40-milliliter vials,each with the appropriate preservative for the <br /> specified analysis. For all other sample collection,the Toeroek Team will collect each sample using single-use <br /> trowels and glass bottles.The soil samples will be placed into an appropriate sample container,appropriately <br /> packaged,and sent to the laboratory for analysis. <br /> All soil sample preservation will accord with analytical laboratory requirements outlined in Site-Specific <br /> QAPP Worksheet#19. Samples will be collected,labeled,recorded,packed,and shipped per Toeroek Team <br /> SOP#004-2,Soil Sampling;SOP #017-2,Recording of Notes in Field Logbook;and SOP#015-1, <br /> Packaging and Shipping Samples,in Appendix C and per Site-Specific QAPP Worksheet #19. <br /> 6.6 Soil Gas and Sub-Slab Soil Gas Sampling <br /> The Toeroek Team will collect 40 soil gas samples from the 20 locations shown on Figure 4.Permanent soil <br /> gas wells will be installed at 20 locations evenly distributed throughout the Site (Figure 4).The permanent soil <br /> gas wells will be installed at approximately 15 feet bgs at all 20 locations with the screen interval from 4 to 5 <br /> 53 <br />
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