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2900 - Site Mitigation Program
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PR0507144
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/14/2020 2:02:41 PM
Creation date
5/14/2020 1:32:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0507144
PE
2950
FACILITY_ID
FA0007712
FACILITY_NAME
ACME STOCKTON GALVANIZING
STREET_NUMBER
540
Direction
W
STREET_NAME
SCOTTS
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
APN
14704048
CURRENT_STATUS
01
SITE_LOCATION
540 W SCOTTS AVE
P_LOCATION
01
QC Status
Approved
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0 <br /> { STATE OF CALIFORNIA-HEALTH AND WELFARE AGENCY <br /> GEORGE DEUKMEJIAN Gpbnpr <br /> DEPARTMENT OF HEALTH SERVICES -- <br /> TOXIC SUBSTANCES CONTROL DIVISION <br /> REGION I _ ,v.'<z <br /> 4250 POWER INN ROAD <br /> SACRA % <br /> CA il16LY• Ja'�`� ff� 89 <br /> 19161 779�J 9.3145 145 LVC U <br /> Mr. Anthony Saponara JUN 121989 <br /> Hydrotech Consultants, Inc. L^J', .'.' <br /> 5 Mason Pcif;4jT ENTAL HEALTH <br /> Irvine, CA 92718 �SERVIr-X <br /> Dear Mr. Saponara: <br /> ADDITIONAL ACME GALVANIZING REMEDIAL INVESTIGATION INFORMATION <br /> This letter is in response to the telephone conversation on <br /> Tuesday, March 14 , 1989, and the meeting held on February 23 , <br /> 1989 - The additional information that the Department requires, <br /> at a minimum, for completion of the remedial investigation at <br /> the Acme-Stockton Galvanizing site includes the following: <br /> 1 . Resample all of the monitoring wells to confirm the results <br /> of the groundwater analysis . <br /> 2 • Analyze the ten foot soil sample from Soil Boring No. B-4 <br /> and the eight foot soil sample from Soil Boring No. B-11 . <br /> 3 . Drill three new borings to eight feet in depth on the west <br /> side of the building in the vacant land to determine the <br /> lateral extent of contamination. The first boring should <br /> be located approximately 15-20 feet north of Soil Boring <br /> No. B-15 in vertical- line with Monitoring Well No. 3 (MW-3 ) . <br /> The second boring should be located equidistant between <br /> MW-3 and Soil Boring No. B-16 . The third boring should be <br /> located approximately 15-20 feet south of Soil Boring NF:. <br /> B-16 in vertical line ,;ith MW-3 . Soil samples should `,e <br /> taken at two-foot intervals starting at two (2) feet and <br /> analyzed as appropriate. <br /> The Department also requires that a •time schedule for completion <br /> of the Remedial Investigation Report and the combined Feasibility <br /> Study/)rte Remedial Ac ' on Plan be included with the finalized <br /> Community Relations Plan within ten working days from receipt of <br /> t is letter. <br />
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