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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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EL DORADO
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3500 - Local Oversight Program
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PR0544645
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
7/11/2019 11:47:20 AM
Creation date
7/11/2019 10:07:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544645
PE
3528
FACILITY_ID
FA0004979
FACILITY_NAME
CIVIC CENTER PARKING*
STREET_NUMBER
141
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13909002
CURRENT_STATUS
02
SITE_LOCATION
141 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Sent By: BASELINE; 510 420 1707; Nov-9-99 17:03; Page 6113 <br /> PATHWAY ASSESSMENT <br /> There appears to be no potential contact, either directly or indirectly, between biota and chemicals <br /> of concern identified at the site in any exposure medium (air, soil, and biota). The site is entirely <br /> capped under current site conditions, devoid of vegetation, and would be largely capped under the <br /> proposed redevelopment of the site with some soils removal. A seawall is located on the north, <br /> south, and eastern portions of the Channel underneath the parking structure; cracks in the seawall <br /> would be repaired under the proposed redevelopment. Contaminants from sail would therefore not <br /> be expected to migrate to the Stockton Channel through soil movement or by surface under current <br /> or proposed conditions. <br /> Shallow groundwater at the site appears to flow easterly to southeasterly,and generally away from <br /> the Channel. The groundwater flow direction, in combination with the seawall, acts to prevent <br /> significant migration of contaminants in shallow groundwater from entering the Channel under the <br /> current site use conditions, although some groundwater seepage probably occurs. Under the <br /> proposed development where the seawall would be repaired, shallow groundwater flow into the <br /> Channel would be expected to be minimized by the presence of this seawall and the groundwater <br /> flow direction. <br /> Surface water fivm the paved structure is currently discharged to the Stockton Channel. The <br /> discharge point is located at the east end of the Channel (Bradford, 1999). However, potential <br /> contaminant contributions from the vacant site are expected to be insignificant since the site is <br /> currently capped and is not used, which reduce the potential for surface water impacts. Under the <br /> proposed redevelopment, surface water drainage from the site would be connected to the existing <br /> city storm water collection system. <br /> A conceptual site model for ecological receptors is included in Figures 8A and SB, for current and <br /> expected future conditions, with redevelopment of the site, respectively. <br /> IMPACTS TO BIOLOGICAL RECEPTORS DURING CONSTRUCTION AND <br /> PROJECT OPERATIONS <br /> Construction of the proposed project would .reduce the aquatic area by blocking 0.93 acre of the <br /> Stockton Channel. The portion of the Channel that would be isolated was identified as having <br /> limited habitat for fish species and was unlikely to support chinook salmon, Central Valley <br /> steelhead,Delta smelt,and splittail (Jones&Stokes, 1999)and other species.The loss of this habitat <br /> was therefore considered less than significant in the Draft E1R for the Stockton Weber Block <br /> Redevelopment (Jones & Stakes, 1999). <br /> During redeveloprner t of the site,mitigation measures would be implemented to mitigate potential <br /> impacts to ecological receptors during eonstmetion and the proposed project. An EIR is being <br /> prepared concurrently with this PEA that identifies potential impacts and mitigation measures. <br /> 97369stk.pra.wpd-11/9/99 28 <br />
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