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2900 - Site Mitigation Program
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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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EHD - Public
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• ATTACHMENT . <br /> 1. P. 11 In general , the cross-sections, A-A' and B-B' (Figures 6 and 7) are <br /> exemplary. Lithology, correlations, well screen intervals and water <br /> levels are clearly depicted. <br /> 2. p. 13 There is a discrepancy between the driller's log (lithologic log in <br /> Table A-1) and the electric log from KSH-2 in the interval between <br /> approximately 65 and 105 feet in depth. The lithologic log has this <br /> interval described as clay with a trace of sand. However, the electric <br /> log (both self-potential (SP) and resistivity) and cross-section A-A' <br /> have this interval depicted as a sandy horizon within the intermediate <br /> zone of the upper aquifer. The electric logs show three distinct sandy <br /> layers interbedded with clayey layers. <br /> 3. p. 13 It is interesting to note that the SP logs from cluster sites K-4 and <br /> K-5 support the analytical results for standard minerals from the <br /> respective intermediate and deep wells. The strong SP response (more <br /> negative) , other than indicating lithologic type, also indicates <br /> relative saline conditions. The analytical results for bicarbonate, <br /> calcium, chloride and total dissolved solids (TDS) have roughly double <br /> the concentrations from KI-4 and KI-5 versus the respective <br /> concentrations from KD-4 and KD-5. <br /> 4. p. 13 Although not crucial to the remedial investigation, I do not concur with <br /> the grouping of the one to 20-foot thick gray to gray brown silty clay, <br /> sandy clay and silt with the deep zone gravel rather than with the blue- <br /> gray unit. The thin gray-brown silty clay layer is geologically and <br /> hydrogeologically more similar to the blue-gray unit. Both of these <br /> layers/units tend to represent lower-energy depositional environments <br /> versus the higher-energy depositional environment of the deep gravel <br /> zone, and these layer/units would tend to have lower transmissivities <br /> (T) and hydraulic conductivities (K) than the deep gravel zone. <br /> 5. pp. 16- The presentation of ground water level data in tables, hydrographs and <br /> 20 water level contour maps is complete and useful . <br /> 6. p. 21 It is unclear which wells were used to calculate a value of 2.57 feet <br /> of head difference for the K-4 cluster in June and July 1989. It <br /> appears that the head differences may be greater. For example, the <br /> difference in the ground water elevations between KS-4 and KD-4 was 4.63 <br /> feet on 26 July 1989. <br /> 7. p. 23 The report states that in general , ground water levels have declined <br /> steadily since February 1989. However, water levels have generally <br /> declined since April 1986. The drop in ground water levels has been <br /> dramatic. Specifically, ground water elevations in the western field <br /> have dropped from approximately -15.5 feet mean sea level (MSL) to -51 <br /> feet MSL between April 1986 and July 1989. This represents approxi- <br /> mately 11 feet per year of ground water decline. Previous technical <br /> reports (SNR's Groundwater Monitoring Plan, SNR's Report of Ground Water <br /> Pumping Test and Potential Contaminant Sources, and the Comprehensive <br /> Monitoring Evaluation) have clearly documented the decline in ground <br /> water levels at the site. The dynamic ground water conditions and the <br /> associated monitoring problems have been known and discussed for at <br /> least one year. <br />
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