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2900 - Site Mitigation Program
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PR0505417
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Entry Properties
Last modified
2/6/2020 12:45:27 PM
Creation date
2/6/2020 11:28:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505417
PE
2950
FACILITY_ID
FA0006772
FACILITY_NAME
AMERICAN SAVINGS BLDG
STREET_NUMBER
514
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95242
APN
06004013
CURRENT_STATUS
02
SITE_LOCATION
514 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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f <br /> Project No. 014-94276 <br /> Page No. 2 <br /> 3.0 SITE DESCRIPTION <br /> The project site is currently occupied by an existi ig Boston Market Restaurant (Figure 2). The <br /> } <br /> property consists of a single restaurant building with surr unding concrete sidewalks, asphaltic concrete <br /> k paving, and landscaping. Three monitoring wells are located n the subject site. Monitoring wells MW-1 and <br /> MW-2 are located in the northern portion of the subject site along Kettleman Lane. Monitoring well MW-6 <br /> is located near the southwestern corner of the restaurant building in an area of landscaping. <br /> 4.0 GEOLOGIC &HYDROLOGIC SETTING <br /> The topography of the site is relatively Ievel. The s to is located within the northernmost portion of <br /> the San Joaquin Valley, which is situated between the Sierra Nevada and the Coastal Ranges of California. <br /> The San Joaquin Valley makes up the southern portion of th Great Central Valley. <br /> Unconsolidated materials found in the vicinity of the project site are generally composed of alluvial <br /> deposits of sands, silty sands, and silts with some minor clays and gravels. The source rock for this material <br /> is primarily the granitic and metamorphic rocks located in the Sierra Nevada. Sediments currently at or near <br /> the surface are believed to be of Quaternary Age (2 million years old or younger) alluvium derived from the <br /> nearby Sierra Nevada. <br /> Sounding data for the site collected by Geraghty &Miller in October of 1994 indicated that depth to <br /> groundwater was approximately 65 feet below grade with g oundwater flow in a southerly direction. <br /> 1 5.0 BACKGROUND <br /> I <br /> Three monitoring wells currently exist on the subject property. Monitoring wells MW-1 and MW-2 <br /> were constructed by Geraghty & Miller in October 1994 on behalf of Boston Market.. Construction <br /> IJ specifications of these wells are provided in Appendix A. Monitoring well MW-6 was damaged during <br /> construction of the Boston Market Restaurant. This well was constructed by Brown & Caldwell in July of <br /> 1987. Because the monitoring wells are no longer in use or are damaged, Boston Market and the San Joaquin <br /> County Environmental Health Department (EHD) have requested the wells be destroyed. <br /> �E I <br /> KRAZAN& ASSOCIATES,INC. <br /> Offices Serving the Western United States <br /> 94M.BC <br /> t , <br /> j <br />
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