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2900 - Site Mitigation Program
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PR0544211
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Entry Properties
Last modified
5/13/2020 4:30:17 PM
Creation date
5/13/2020 4:00:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0544211
PE
2960
FACILITY_ID
FA0025128
FACILITY_NAME
RALPH'S SQUARE - BUI
STREET_NUMBER
2122
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16916201
CURRENT_STATUS
01
SITE_LOCATION
2122 S AIRPORT WAY
P_LOCATION
01
QC Status
Approved
Scanner
TSok
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EHD - Public
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30 November 2018 AdvancedGeo <br /> AGE Project No. 07-1537 Environmental <br /> Page 2 of 4 .EIV <br /> Waste Site Activities (National Institute for Occupational Safety and Health <br /> Administration, U.S. Coast Guard and U.S. Environmental Protection Agency, 1985). <br /> Prior to mobilization, each proposed boring location will be clearly marked, and a utility <br /> clearance will be obtained through Underground Service Alert. <br /> 2.2. MONITORING WELL INSTALLATION <br /> A total of two (2) shallow zone groundwater monitoring wells will be advanced offsite in <br /> the City of Stockton right-of-way utilizing a truck or track mounted drilling rig equipped <br /> with 8-inch diameter hollow stem augers (Figure 3). Each boring will be advanced to a <br /> total depth of 50 feet below surface grade (bsg), with well screen installed from 25 to 50 <br /> feet bsg. <br /> During well installations soil samples will be collected at five-foot intervals starting at <br /> five feet bsg and extending to the termination depth of the boring. Samples will be <br /> collected for lithological evaluation only. However, if significant impact is encountered, <br /> soil samples may be preserved for laboratory analysis. Field personnel may adjust the <br /> frequency and method of sampling in consultation with an AGE Professional Geologist <br /> during boring advancement. <br /> Procedures for well installations are presented in Sections 3.1 . and 3.2. <br /> 2.2.1 . Well Development and Survey <br /> Following installation, the proposed wells will be developed to maximize water flow and <br /> minimize the amount of fine-grained sediment drawn into the well during pumping or <br /> bailing. The top of each newly installed well casing (well head) will be surveyed to <br /> determine its elevation relative to North American Vertical Datum 88. An as built <br /> diagram of the proposed construction for the proposed wells has been included as <br /> Figure 4. Procedures for development and survey are presented in Section 3.3. <br /> 2.2.2. Groundwater Sampling and Analysis <br /> Following installation, groundwater monitoring and sampling activities will be conducted <br /> for the proposed wells on a quarterly basis for one year (four sampling events); <br /> following one year of sampling site closure and the monitoring schedule should be re- <br /> evaluated for frequency. Monitoring activities will include recording depth to <br /> groundwater measurements and collection of groundwater samples for laboratory <br /> analysis by a California Environmental Laboratory Accreditation Program laboratory for <br /> the following: <br />
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