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ARCHIVED REPORTS XR0009502
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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3500 - Local Oversight Program
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PR0544711
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ARCHIVED REPORTS XR0009502
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Last modified
7/30/2019 3:16:22 PM
Creation date
7/30/2019 2:32:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009502
RECORD_ID
PR0544711
PE
3528
FACILITY_ID
FA0005478
FACILITY_NAME
CUTTER LUMBER
STREET_NUMBER
4004
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525005
CURRENT_STATUS
02
SITE_LOCATION
4004 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Work Plan Page 8 <br /> Former Manna Pro Site <br />' Project No 207 3 <br /> August 16, 1999 <br />' sample is retrieved it will be analyzed by an on site mobile lab The purpose of using a <br /> mobile lab will be to determine the distribution of hydrocarbons in the groundwater as the <br /> I boring is being advanced In this way, the appropriate total depth can be established The <br /> boring will be terminated at the point where the first groundwater sample is obtained <br /> which does not contain detectable levels of gasoline range Total Petroleum Hydrocarbons <br />' as Gasoline (TPH-G) or BTEX compounds <br /> The monitoring well, MWD-11, will be constructed using blank 2" Schedule 40 PVC <br />' casing extending from ground surface to approximately 5 feet above the base of the <br /> boring (estimated total depth between 60 and 120 feet below grade) The well screen will <br /> consist of 0 010" slotted 2" diameter schedule 40 PVC casing extending from the total <br /> depth to 5 feet above the total depth The filter pack will consist of#3 Monterey Sand <br /> extending from the total depth of the boring to ±10 feet above the total depth of the <br /> boring Approximately 4 feet of bentonite chips will extend from above the top of the <br /> filter pack From that point, to grade, the boring will be backfilled with cement grout A <br /> water tight locking J plug will be used to cap the casing and insure that surface water does <br /> not infiltrate into the well Finally, a traffic rated well box will be installed over the top <br /> of the well <br /> 3.4 Monitoring Well Development <br /> After the well sealing materials have set for at least 48 hours the MWD-11 well will be <br /> developed (using mechanical surging and pumping, or balling methods) until a clear <br /> stream of water is generated All development water will be containerized in 55 gallon <br /> DOT approved containers and stored on site until its disposal can be arranged <br /> At least 24 hours after development, the well will sampled using methods and protocols <br /> described below to Section 6 2 2 <br /> It is proposed that groundwater samples initially be collected from select wells on a <br /> quarterly basis for a period of one year and depth to water measurements be made from <br /> all of the wells on a monthly bans <br /> 3.5 Well Survey <br /> Upon construction, all new wells will be surveyed by a licensed surveyor to assure that <br /> the vertical and lateral position of the wells is accurately known, and that they are tied to <br /> a nearby bench mark The existing monitoring wells have never been tied to a bench <br /> mark, and moreover, inspection of the existing site map in comparison to what is on the <br /> 2937 Veneman Ave ,#B240 Geo-Phase Environmental Inc Phone(209) 569-0293 <br /> Modesto, CA 95356 Fax(209) 569-0295 <br />
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