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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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► Project No. 014-94276 <br /> Page No. 2 <br /> - 3.0 SITE DESCRIPTION <br /> The project site is currently occupied by an existing Boston Market Restaurant (Figure 2). The <br /> property consists of a single restaurant building with surrot nding concrete sidewalks, asphaltic concrete <br /> paving, and landscaping. Three monitoring wells are locatec on the subject site. Monitoring wells MW-I <br /> and MW-2 are located in the northern portion of the subject site along Kettleman Lane. Monitoring well <br /> MW-6 is located near the southwestern corner of the restau ant building in an area of landscaping. <br /> 1r <br /> ION <br /> 4.0 GEOLOGIC & HYDROLOGIC SETTING <br /> The topography of the site is relatively level. The s to is located within the northernmost portion <br /> ' of the San Joaquin Valley, which is situated between the Sierra Nevada and the Coastal Ranges of <br /> California. The San Joaquin Valley makes up the southern portion of the 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 lays and gravels. The source rock for this <br /> Y <br /> material is primarily the granitic and metamorphic rocks lova Led in the Sierra Nevada. Sediments currently <br /> at or near the surface are believed to be of Quaternary Age (2 million years old or younger) alluvium <br /> derived from the nearby Sierra Nevada. <br /> Sounding data for the site collected by Geraghty& Miller in October of 1994 indicated that depth <br /> to groundwater was approximately 65 feet below grade with groundwater flow in a southerly direction. <br /> Sounding data gathered during the destruction of the wells on August 19, 1995 shows groundwater to be <br /> approximately 64 feet below grade. <br /> �w <br /> f <br /> 5.0 BACKGROUND <br /> Three monitoring wells had existed on the subject p operty. Monitoring wells MW-1 and MW-2 <br /> were constructed by Geraghty & Miller in October 1994 on behalf of Boston Market as part of its <br /> Ir preaquisition environmental investigation. Construction specifications of these wells are provided in <br /> Appendix A. Monitoring well MW-6 was constructed by B wn& Caldwell in July of 19$7 on behalf of <br /> i ARCO Petroleum and was later damaged accidentally. Because the monitoring wells were no longer in <br /> L KRAZAN& ASSOCIATE S, INC. <br /> Offices Serving the Western I Inited States <br /> 4ane.HC <br />
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