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PR0009276
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/25/2020 10:32:35 AM
Creation date
6/25/2019 8:20:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009276
PE
2960
FACILITY_ID
FA0012033
FACILITY_NAME
PILKINGTON NORTH AMERICA
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330
APN
19812008
CURRENT_STATUS
02
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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Pilkington Libbey Owens Ford <br /> August 17,2000 <br /> Page 2 <br /> 2. "The letter proposes sampling for NA parameters in MWs 2 and 3 and RWI, but the report <br /> does not show any NA data. The report should explain this discrepancy. NA parameters <br /> should be included in the next quarterly sampling". <br /> Natural attenuation parameters were not measured during the May 24,2000 monitoring event <br /> pending PLOF consideration of and response to your comments in your May 11,2000 letter <br /> regarding the PLOF proposal for measurement of natural attenuation parameters. The PLOF <br /> proposal regarding natural attenuation parameters was contained in the May 31, 2000 letter to you <br /> from Condor, which post-dated the sampling event. Measurement of natural attenuation parameters <br /> at MW-2,MW-3, and RW-1, as proposed, is scheduled for the third quarter,2000, quarterly <br /> monitoring event. <br /> 3. "The report shows that the groundwater flows to the east. If this flow direction persists, <br /> PLOF should install a well east of the water tower and south of MW-2 since there is no <br /> coverage in this area". <br /> Based on historic groundwater gradient data, PLOF does not believe that the groundwater flow <br /> direction(east) indicated for the May 24, 2000,monitoring event will persist. Historic groundwater <br /> flow prior to the May 24, 2000 monitoring event was towards RW-2 (northeast). The body of <br /> evidence to date, as previously described, indicates that groundwater flow is controlled by the <br /> pumping at the two facility basement sumps (SW-Sump and SE-Sump). If additional groundwater <br /> gradient measurement indicates that groundwater flow is to the east,monitor well MW-2 is well <br /> positioned to intercept the potentially impacted groundwater. MW-2 is due east and slightly south of <br /> due east of the diesel release area. Future indication of groundwater flow to the east or to the north <br /> of east,therefore, would imply that MW-2 is ideally located to warn of an impact in that vicinity. <br /> PLOF believes that the responses to your comments contained in this letter have addressed your <br /> concerns. For your reference,Mr. Jon Weiss is no longer with PLOF. Mr. Michael Bowles is now the <br /> facility's Environmental Manager. If there are any questions, please call Mr. Bowles at(209) 858-6202. <br /> Respectfully submitted, <br /> CONDOR EARTH TECHNOLOGIES, INC. <br /> Donald F. Kresse John H.Kramer, Ph.D. <br /> California Registered Certified Hydrogeologist (CA 9182) <br /> Geologist#6430 Registered Geologist(CA#4228) <br /> cc: Mr.Michael Bowles,PLOF <br /> Mr. John Keil,PLOF <br /> Mr. Ron Rowe, San Joaquin County PHS/EHD <br /> P,\1838 LOF Diesel Line\COMMENTS8-17-OO.doc <br /> Nko_ <br /> n• <br /> t� CONDOR <br />
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