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ARCHIVED REPORTS_QUARTERLY REPORT - THIRD QUARTER 2005
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ARCHIVED REPORTS_QUARTERLY REPORT - THIRD QUARTER 2005
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Last modified
12/19/2019 4:45:17 PM
Creation date
12/19/2019 4:36:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
QUARTERLY REPORT - THIRD QUARTER 2005
RECORD_ID
PR0507398
PE
2950
FACILITY_ID
FA0007748
FACILITY_NAME
CFN CARDLOCK FACILITY
STREET_NUMBER
2211
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11707050
CURRENT_STATUS
02
SITE_LOCATION
2211 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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24 October 2005 <br /> AGE-NC Project No. 98-0500 <br /> Page 6 of 11 <br /> Screen was installed monitoring well MW-41 from approximately 40 feet to 60 feet bsg; in <br /> monitoring well MW-38,MW-40,MW-43,MW-46 and MW-47 from approximately 90 feet to 100 <br /> feet bsg;and in monitoring well MW-39 MW-42,MW-44,MW-45 and MW-45 from approximately <br /> 140 feet to 150 feet bsg with blank casing extended to the surface. The filter pack(No. 3 Lonestar <br /> sand)was installed surrounding the well screens additionally,a nominal bentonite pellet or chip plug <br /> was then installed above the filter pack and hydrated.The wells were then grouted to near the surface <br /> with portland cement. Water-tight, traffic-rated well boxes were then installed over the wells. <br /> As-built well diagrams are depicted on the boring logs in Appendix D. <br /> 3.4. Monitoring Well Development <br /> On 11 July through 13 July 2002, monitoring wells MW-38 through MW-48 were developed <br /> utilizing a stainless steel hand bailer and an inertia pump. Ground water was purged from each <br /> monitoring well until ground water was visually sediment free.Between 18 and 120 gallons of water <br /> were removed from the wells; however, well MW-42 and MW-46 were purged until water was <br /> generally clear of sediments. Ground water temperature, pH and conductivity were measured at <br /> regular intervals during purging using an Oakton water analyzer. Field sheets and data are included <br /> in Appendix E. Purged water was stored on-site in properly labeled, 55-gallon Department of <br /> Transportation (DOT)-approved drums. <br /> 3.5. Well Head Survey <br /> On 12 July 2005,a California state-licensed survey engineer from Baumbach&Piazza,Inc.surveyed <br /> the elevation at the top of the well casing(towc). Elevations were surveyed to the nearest 0.01-foot <br /> relative to San Joaquin County Bench Mark 83, surveyed at 17.82 feet above mean sea level <br /> (MSL).Coordinate locations(x and y)of well locations were calculated to the nearest 0.1-foot using <br /> coordinate datum NAD 83 from global positioning satellite(GPS) observations. The results of the <br /> well survey are reported in Table 1. The surveying report (Baumbach & Piazza, Inc.) is presented <br /> in Appendix E. <br /> 4.0. QUARTERLY WELL MONITORING PROCEDURES AND RESULTS <br /> The quarterly ground water monitoring event was performed on 29,30 and 31 August 2005.Ground <br /> water monitoring was performed on the renumbered monitoring wells MW-1 through MW-49, <br /> except wells MW-12,MW-15 and MW-16 were unavailable because a vehicle parked over the well <br /> or unaccessible for purging and sampling and well MW-4 and MW-29 which are sampled on an <br /> • annual basis. <br /> Advanced GeoEnvironmental,Inc. <br />
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