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2900 - Site Mitigation Program
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PR0515573
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Last modified
4/7/2020 3:31:26 PM
Creation date
4/7/2020 3:05:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0515573
PE
2950
FACILITY_ID
FA0012224
FACILITY_NAME
RIDGEWAY PROPERTY
STREET_NUMBER
1881
STREET_NAME
RUSTAN
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
1881 RUSTAN RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Earth Systems Consultants <br /> '�F7 Northern California 47853 Warm Springs Blvd. <br /> Fremont, CA 94539-7400 <br /> (510) 353-0320 <br /> FAX (510) 353-0344 <br /> File No. NFS-4463-02 <br /> March 23, 1999 <br /> San Joaquin County <br /> Public Health Services <br /> Environmental Health Division <br /> 304 East Weber Avenue <br /> Stockton, CA 95202 <br /> Attention: Ms. Linda Turkatt <br /> Subject: Commercial Property (14.57 acres) <br /> 1881 Rustan Road <br /> Tracy, California <br /> WORKPLAN FOR GEOTECHNICAL SOIL EVALUATION <br /> INCLUDING PERCOLATION TESTING <br /> FOR PROPOSED RETENTION PONDS. <br /> Dear Ms. Turkatt <br /> On behalf of Ridgeway MacKenzie Partners, Earth Systems Consultants Northern California <br /> (ESCNC) is submitting this workplan to provide an geotechnical soil evaluation for the 14.57 acre <br /> parcels located at 1881 Rustan Road, Tracy, California. (See attached Figure 1). <br /> The scope of work will include: subsurface exploration and identification of the subsurface soil and <br /> groundwater conditions by means of drilling twenty-one exploratory borings at the site with truck <br /> mounted drilling equipment. Location of the proposed borings is shown on the enclosed Figures 2 <br /> and 3. Exploratory drilling operations would be conducted by a staff geologist or soil engineer <br /> from our firm. One of the borings will be drilled to a depth of 45 feet to evaluate the liquefaction <br /> potential at the site. The subsurface profile would be logged and relatively undisturbed soil <br /> samples collected at appropriate depths. We anticipate that the exploratory drilling operations will <br /> be completed in three days. The borings will be backfilled with a concrete slurry grout from total <br /> depth to surface. <br /> Additionally, two percolation tests will be performed on borings sited at the location of the two <br /> proposed storm water retention ponds. The borings are anticipated to be drilled to five feet deep, <br /> Z. <br /> the proposed depth of the ponds. <br />
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