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2900 - Site Mitigation Program
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PR0524540
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Last modified
3/17/2020 1:43:14 PM
Creation date
3/20/2019 8:56:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0524540
PE
2950
FACILITY_ID
FA0016458
FACILITY_NAME
99 SALVAGE & RECYCLING CENTER
STREET_NUMBER
430
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
953365736
APN
22104034
CURRENT_STATUS
01
SITE_LOCATION
430 MOFFAT BLVD
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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26 September 2005 <br /> AGE-NC Project No. 05-1329 <br /> Page 2 of 7 <br /> The Great Valley has been filled with sediments derived from both marine and continental sources. <br /> Thickness of the sedimentary fill ranges from thin veneers along the valley edges to more than <br /> 20,000 feet in the south central portion of the valley. The sedimentary formations range in age from <br /> Jurassic to Recent,with the older deposits being primarily marine in origin and the younger deposits <br /> being primarily continental. Continental-derived sediments were primarily deposited in lacustrine, <br /> fluvial,and alluvial environments with sediment sources being the mountain ranges surrounding the <br /> valley(Olmsted and Davis, 1961);the site itself is located on unconsolidated and semi-consolidated <br /> alluvium, lake, playa and terrace deposits of Quaternary age (California Division of Mines and <br /> Geology, 1981).Rocks composing the basement complex of the Province have not been completely <br /> defined but are believed to be metamorphic and igneous in origin. <br /> The Modesto, Riverbank and Turlock Lake Formations and overlying Recent alluvium are the <br /> principal sources of domestic ground water in the 13,500-square mile San Joaquin Valley Ground <br /> Water Basin(Basin 5-22). This basin is drained primarily by the San Joaquin River. <br /> The nearest surface water features in the vicinity of the property are the San Joaquin River located <br /> approximately 5 miles southwest of the site. Ground water at the site is currently encountered at a <br /> depth of approximately 19 feet below surface grade (bsg), and has a northwesterly flow direction; <br /> based on information from 466 Moffat Boulevard, specifically on-site well MW-8. <br /> PREVIOUS SITE ASSESSMENTS <br /> AGE personnel performed a site reconnaissance on 29 June 2005 and identified: 1)several areas of <br /> auto disassembling; 2) a clarifier/sump and vehicle wash area; 3) an indoor sump; 4) cracked and <br /> discolored concrete and asphalt; 5)significant hydrocarbon-staining on both concrete and exposed <br /> soil; 6) contaminated sites east and west of the property all of which may be items of potential <br /> environmental concerns at the site. <br /> There is one monitoring well on-site in the northeast portion of the site which is associated with a <br /> leaking underground storage tank(LUST)investigation at the property immediately to the east(466 <br /> Moffat Boulevard), there are also multiple wells and one soil boring associated with this <br /> investigation near the eastern, northern and southern boundaries of the site. <br /> There is one soil boring on-site in the far western portion of the site which is associated with a LUST <br /> investigation at the property immediately to the west(3 92 Moffat Boulevard),there are also multiple <br /> wells and soil borings associated with this investigation near the western, northern and southern <br /> boundaries of the site. <br /> Advanced GeoEnvironmental,Inc <br />
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