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FIELD DOCUMENTS AND WORK PLANS 1991
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0009002
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FIELD DOCUMENTS AND WORK PLANS 1991
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Last modified
2/22/2019 10:06:16 PM
Creation date
2/22/2019 2:41:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
AND WORK PLANS 1991
RECORD_ID
PR0009002
PE
2960
FACILITY_ID
FA0004040
FACILITY_NAME
SPX COOLING TECHNOLOGIES INC
STREET_NUMBER
200
Direction
N
STREET_NAME
WAGNER
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
14331007
CURRENT_STATUS
01
SITE_LOCATION
200 N WAGNER AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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• HARGIS+ASSOCIATES,INC• <br /> Ms. Eleanor Ratliff <br /> April 29, 1991 <br /> Page 2 <br /> be tremied from the bottom of each boring to land surface with a minimum <br /> 1-inch inside diameter (ID) tremie pipe. <br /> Three groundwater monitoring and two groundwater reclamation wells <br /> will be drilled using conventional mud rotary equipment. The thirteen and <br /> three-quarter inch boreholes will be advanced to steel conductor casing <br /> depth. For the five wells, the depth of steel conductor casing will range <br /> between approximately 80 to 160 feet below land surface (bls) . The steel <br /> conductor casing with welded connections will be pressure grouted in place <br /> using a stab-in cementing shoe welded to the bottom of the steel conductor. <br /> The driller will provide welding equipment and welder. The monitor and <br /> reclamation wells will be constructed using 4-inch ID PVC blank and slotted <br /> well casing. Monitor wells will be constructed with 10 to 20 feet of <br /> slotted well casing. The depth of completion of slotted casing will range <br /> from 80 to 160 feet bls. A sand filter pack will be gravity placed to <br /> approximately the bottom of the steel conductor and a bentonite seal <br /> installed above the sand filter pack. The monitor wells will be developed <br /> prior to well seal emplacement by airlifting. Contractor shall set <br /> dedicated 1/2-horsepower submersible pumps once the bentonite seal is <br /> emplaced. A traffic rated monitor well vault will be installed at land <br /> surface. <br /> Layne Western Company, Inc. , will be the drilling contractor. <br /> Driller will provide ample visquene plastic sheeting for ground cover at <br /> each borehole. <br /> It is anticipated that drilling and well construction activities will be <br /> completed within approximately 30 days of the start date. <br /> If you have any questions, or require further discussion, please contact <br /> me. <br /> Sincerely, <br /> HARGIS + ASSOCIATES, INC. <br /> JA�G� <br /> Kenneth R. Puentes <br /> Hydrogeologist <br /> KRP:jah <br /> ratlif02.700.5 <br />
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