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COMPLIANCE INFO_PRE 2019
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2900 - Site Mitigation Program
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PR0518818
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COMPLIANCE INFO_PRE 2019
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Last modified
5/4/2021 2:28:51 PM
Creation date
5/4/2021 2:05:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0518818
PE
2960
FACILITY_ID
FA0014164
FACILITY_NAME
UNITED STORAGE
STREET_NUMBER
2115
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503002
CURRENT_STATUS
02
SITE_LOCATION
2115 W WASHINGTON ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Site Name, Country, Operating Stockton, California, USA Date of Construction: 1938 Site Ref. No.: 31 <br />Company: <br />Total Site Area (m2), <br />Freehold/leasehold/other: <br />United Storage <br />8,900 <br />Freehold <br /> <br />Total Tanks Present & 32 <br />Storage Volume (m3): 272 871 m3 <br /> <br />Page 3 of 10 <br /> <br />ISSUES FINDINGS IMPLICATION / CORRECTIVE <br />ACTION <br />ENVIRONMENTAL SETTING <br />Site Neighbours and Surrounding Land <br />Use <br />The site is located in a predominantly industrial area near the Port of Stockton. <br />North Port of Stockton warehouses and docks <br />South Westway (molasses storage and blending) <br />East Railway line, Duraflame (firewood supplier) warehouse <br />West Port of Stockton administration building <br />None <br />Topography The site is generally flat and at the same level as surrounding properties. <br />According to the USGS topographic maps, the site lies at approximately 1.5 — 3m above <br />sea level. <br />None <br />Geology The site is underlain by silt/clay mixtures in the shallow subsurface. Coarse sands and <br />gravels make up the shallow A-zone aquifer. <br />None <br />Hydrogeology The general groundwater flow direction in the site vicinity is towards the Stockton Deep <br />Water Channel to the northwest. The actual groundwater flow direction beneath the site is <br />unknown. The approximate depth to groundwater ranges between 3 — 6m below ground <br />None <br />surface (bgs). <br />Based on review of a hydrogeologic conceptual model from the May 1990 Remedial <br />Action Plan for the McCormick and Baxter Creosoting Company Superfund site, located <br />approximately 0.8km to the east-southeast of the site, a "shallow aquifer" extends from <br />ground surface to approximately 67m bgs. A "deep aquifer" underlies the shallow -aquifer. <br />The shallow aquifer is comprised of four zones: the A-zone extends from approximately <br />4.5 — 14m bgs, the B-zone extends from approximately 14 — 30m bgs, the C-zone extends <br />from approximately 30m to 49m bgs, and the D-zone extends from approximately 49 — <br />67m bgs. <br />Hydrology The site is separated from the Stockton Deep Water Channel to the north by the Port of <br />Stockton docks. <br />The operations manager stated that there are no issues of flooding at the site. <br />None <br />Water Abstractions None identified. None <br />Sensitive Land Uses None identified. None <br />Summary of environmental sensitivity Site is considered to be of moderate sensitivity with respect to potential soil, groundwater None <br />D CAEr GERNO-ITY&NALLER <br />INIEFNEC1C1451, INC 916703113.doc
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