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2900 - Site Mitigation Program
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PR0508450
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/29/2019 11:58:23 AM
Creation date
5/29/2019 11:10:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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57 . Table 4 . 2-3 , Page 2 <br /> Annual O&M labor hours for the injection system and <br /> injection wells would be expected to increase from <br /> alternative 1 to alternative 3 when the number of wells <br /> increases from 3 to 31. <br /> • Please explain the lack of change. <br /> 58 . Table 4 .2-4 . Page 1 <br /> It seems unlikely that the pump system for 32 additional <br /> injection wells would cost the same as the pump system for 3 <br /> additional injection wells. <br /> Please verify this apparent discrepancy between Tables <br /> 4 . 2-2 and 4 . 2-4 . <br /> 59 . Section Q. 2 . 1, Page Q-1 <br /> Please document the derivation of the depths of the three <br /> horizons so that the information can be validated. <br /> 60 . Section Q. 2 . 4 , Page Q-2 <br /> Please provide a discussion for the selection of a porosity <br /> value of 0. 25. Justification of this value is necessary <br /> since the text uses a value of 0. 33 . <br /> 61. Section Q. 4 . 1, Page Q-3 <br /> Using the values given in the appendix, the equation <br /> calculates the effective volume of water to be 1. 73 x 108 <br /> cubic feet or 1. 29 x 109 gallons. <br /> Please recheck the calculations to verify the reported <br /> numbers. <br /> 14 <br />
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