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2900 - Site Mitigation Program
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PR0506824
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Last modified
4/7/2020 3:26:58 PM
Creation date
4/7/2020 2:23:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0506824
PE
2960
FACILITY_ID
FA0007648
FACILITY_NAME
DDRW - SHARPES
STREET_NUMBER
850
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
01
SITE_LOCATION
850 E ROTH RD BLDG S-108
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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r • • <br /> installation of these extraction wells should be sealed by placing blank casing and grout in the <br /> annular space adjacent to the aquitard to prevent an undue amount of silt and clay from entering <br /> the well bore. This design will have the same effect as installing two individual wells at each <br /> location. <br /> 9.2 Well Discharge and Injection Rates <br /> Proposed discharge and injection rates are based on the Optimal Design Scenario and are <br /> -1, 9-2 and 9-3 for the Central, South Balloon, and North Balloon Areas, <br /> provided in Tables 9 <br /> respectively. It is probable that new extraction wells will be capable of obtaining somewhat <br /> higher extraction rates than those proposed due to increased well efficiency and full penetration. <br /> Increasing extraction rates beyond those proposed is not recommended, however, as model <br /> results indicate that increased extraction rates will not measurably increase TCE removal <br /> efficiency or containment. <br /> Several precautions have been taken in the conceptual design of the injection system. These <br /> precautions are related to the presence of elevated concentrations of nitrate and/or arsenic within <br /> the A-zone at proposed extraction well locations 455-B, 460-AB, and 475-A (MacPhee, 1992d). <br /> In order to prevent the inorganic contamination of the B- and C-zones, the volume of water <br /> 1 extracted from wells located at 455-B, 460-AB, and 475-A will be injected solely into the A- <br /> J zone under the Optimal Design Scenario. <br /> 1 Extraction rates for North and South Balloon extraction wells have been optimized based on the <br /> J results of the solute transport modeling. In addition, five South Balloon wells are no longer <br /> loperational under the proposed design (A-1, A-3, A-4, B-3, and C-2). <br /> 9.3 Extraction Well Design <br /> The leaky nature of the Sharpe Site aquifer system allows existing partially penetrating extraction <br /> wells to operate with minimal loss of efficiency. In order to maximize well efficiency and <br /> increase operational lifetime, it is recommended that new extraction wells be fully penetrating. <br /> Screened intervals should extend across transmissive portions of the zone. Significant fine- <br /> grained silt or clay lenses occurring within the zone may be sealed by placing blank casing and <br /> l grout in the annular space adjacent to these intervals. This should prevent an undue amount of <br /> J silt and clay from entering the well bore and reducing well efficiency. C-zone wells may be <br /> partially penetrating for economy given the large saturated thickness of the interval, but should <br /> 1 penetrate the upper 70 percent of the zone at a minimum. <br /> The precise depth of well screens for new extraction and injection wells are best determined in <br /> the field using a variety of techniques including 1) geological observations of sediment grain-size <br /> and degree of saturation, 2) geophysical well-logging, and 3) field sieve analysis. These same <br /> techniques are also commonly used to select the proper size of well screen openings and filter- <br /> pack material. <br /> 9 - 2 <br />
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