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SR0083102 (2)
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SR0083102 (2)
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Entry Properties
Last modified
3/2/2026 4:49:37 PM
Creation date
3/2/2026 4:40:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0083102
PE
2903 - WORKPLAN/REPORT PLAN CHECK - OTHER AGENCY
FACILITY_NAME
TIRE AND BRAKE PRO'S - NICK HARRIS
STREET_NUMBER
1173
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21635012
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
1173 N MAIN ST MANTECA 95336
Tags
EHD - Public
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i <br /> 22 December 2020 AdvancedGeo <br /> Project No. 20-6264 An Empfoyee•OwneACompony <br /> Page 2of6 M,.NM <br /> • A report of findings will be prepared documenting the results of the investigation. <br /> The proposed boring locations are illustrated in Figure 1. Each of these tasks are <br /> described in greater detail below. <br /> 2.1. PERMITTING AND PRE-FIELD WORK ACTIVITIES <br /> Applicable site assessment drilling permits will be obtained from the EHD. Also, a site- <br /> specific Health and Safety Plan will be prepared. Prior to mobilization, each soil probe <br /> boring location will be clearly marked, and a utility clearance obtained through <br /> Underground Service Alert. The EHD will be contacted at least 48 hours prior to <br /> conducting investigation activities to arrange for inspection. <br /> 2.2. SOIL BORING AND SAMPLING <br /> Soil borings B1, B2 and B3 through B6 will be advanced to total depths of 5 (B1), 10 (62) <br /> and 15 (133 through 136) bsg for collection of soil samples; boring B7 will be advanced to <br /> a depth of 25 feet bsg for collection of soil and a grab groundwater sample. <br /> Borings B2 through B7 will be advanced utilizing a direct push drilling rig. During boring <br /> advancement discrete soil samples will be collected at five-foot intervals based on <br /> proposed targeted sampling depths; the initial five-foot sample will be hand packed from <br /> the hand auger during utility clearance, while the remainder of the borings will be <br /> advanced using a direct push drilling rig. A soil sample will be collected from boring B1 at <br /> five feet bsg by hand packing a soil sample from the hand auger. <br /> Procedures for advancement of soil borings and soil/groundwater sampling are presented <br /> in Section 3.0. <br /> 2.3. SOIL AND GROUNDWATER LABORATORY ANALYSIS <br /> Selected soil and groundwater samples will be analyzed by a California Environmental <br /> Laboratory Accreditation Program (ELAP)-certified laboratory for the following <br /> constituents: <br /> • Total petroleum hydrocarbons quantified as gasoline, diesel, motor oil and <br /> hydraulic oil (TPH-g, -d, -mo and -ho) in accordance with EPA Method 8015M. <br /> • Volatile organic compounds (VOCs) including fuel oxygenated compounds <br /> (MTBE, DIPE, TAME, ETBE and TBA), naphthalene, ethylene dibromide (EDB) <br /> and 1,2-dichloroethane (1,2-DCA) in accordance with EPA Method 8260B. <br />
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