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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/1/2018 10:03:55 PM
Creation date
11/1/2018 11:57:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009012
PE
2960
FACILITY_ID
FA0004532
FACILITY_NAME
FRMR KEARNEY-KPF FACILITY
STREET_NUMBER
1624
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
11708006-09
CURRENT_STATUS
01
SITE_LOCATION
1624 E ALPINE AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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*MEMORANDUM <br /> CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD- CENTRAL VALLEY REGION <br /> 3443 Routier Road Phone: (916) 361-5600 <br /> Sacramento, CA 95827-3098 ATSS Phone: 8-495-5600 <br /> TO: Greg K. Vaughn FROM: Camilla K. Williams <br /> Senior Engineer ` Engineering Geologist <br /> DATE: 8 November 1989 SIGNATURE: <br /> SUBJECT: GROUNDWATER ASSESSMENT REPORT, KEARNEY-KPF, SAN JOAQUIN COUNTY - FILE NO. 73 <br /> I have reviewed the 29 September 1989 Groundwater Assessment Plan submitted by Hargis <br /> and Associates for Kearney-KPF. Overall , the report is acceptable, is detailed, is <br /> well prepared and documented and is comprehensive. The data summarizations and <br /> graphics (tables, graphs and cross-sections) are thorough and exemplary. However, I <br /> have three major concerns with the report which are summaryzed below. More detailed, <br /> and minor comments can be found in the attachment. <br /> The first major concern is with monitoring well screen length. In the past, saturated <br /> screen lengths of only ten feet have been used. However, the continued use of this <br /> screen length is not technically justified (especially for the shallow portions of the <br /> upper aquifer) , in view of the recent historical documented water table decline of over <br /> ten feet per year. In addition, the use of short screen lengths which do not fully <br /> penetrate the water bearing zone to be pumped during an aquifer test causes an increase <br /> in head loss and a decrease in yield, and if mathematically uncorrected can cause <br /> aquifer parameters to be underestimated. Furthermore, if the aquifer continues to <br /> dewater, then additional shallow monitoring wells may need to be reinstalled in known <br /> areas of Volatile Organic Constituent (VOC) contamination for the duration of the <br /> remedial investigation and ground water cleanup phases. <br /> The second concern is with the proposal for additional work in Phase II of the Hargis <br /> remedial investigation. Their proposals to install additional monitoring wells to <br /> define the full areal extent of volatile organic contamination in ground water seems <br /> excessive. The installation of fewer wells more strategically located is more cost <br /> effective and may provide enough information to adequately contour the VOC plume. <br /> Hargis has also proposed collection of soil samples from beneath the water table for <br /> VOC analyses. However, this appears unnecessary as VOCs are present in the ground <br /> water. <br /> Lastly, Hargis has proposed abandonment of the two on-site supply wells. I agree that <br /> these wells should be abandoned as the data indicate that they may be conduits for <br /> contamination of lower water bearing zones. However, the proposal was inadequate. <br /> To properly abandon these wells, not only must the annular space be filled, but a <br /> minimum of a 20 foot seal must be placed inside the upper portion of the casing in <br /> accordance with State of California Water Well Standards. The proposal did not provide <br /> detail on how the abandonment will be performed, and the slurry design may be <br /> inappropriate for the well conditions. Whether or not Hargis amends their abandonment <br /> proposal , I strongly recommend that a cement bond log or similar purpose log should <br /> be conducted to demonstrate that a complete cement sheath has been placed in the <br /> annulus. <br />
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