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SITE INFORMATION AND CORRESPONDENCE FILE 1
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544624
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SITE INFORMATION AND CORRESPONDENCE FILE 1
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Last modified
7/3/2019 5:48:15 PM
Creation date
7/3/2019 3:27:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 1
RECORD_ID
PR0544624
PE
3526
FACILITY_ID
FA0005206
FACILITY_NAME
GEORGES SERVICE
STREET_NUMBER
1600
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25510004
CURRENT_STATUS
02
SITE_LOCATION
1600 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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PUBLIC rtEALT p4�!,N <br /> H SERCES <br /> SAN JOAQUIN COUNTY <br /> ENVIRONMENTAL HEALTH DIVISION <br /> Ernest M. Fujimoto, M.D., M.P.H., Acting Health Officer ' .. <br /> 4� FORN <br /> 445 N. San Joaquin Street • P.O. Box 388 0 Stockton, CA 95201-0388 <br /> (209) 468-3420 1 <br /> GEORGE AND MEI TERANISHI cur <br /> \ <br /> 1600 WEST DURHAM FERRY ROAD <br /> TRACY CAA 95376 JM.1 2 4 19j <br /> Re: George's Service Site Code: 1550 <br /> 1600 West Durham Ferry Road <br /> Tracy CA 95376 <br /> San Joaquin County Public Health Services, Environmental Health Divison (PHS/EHD) <br /> has completed review of the "Monitoring Well and Soil Boring Workplan" dated <br /> January 10, 1995 and which was received on January 19, 1995. PHS/EHD has the <br /> following comments for your consideration. <br /> Unfortunately, PHS/EHD regrets to inform you that the work plan which was submitted <br /> was inadequate and has been returned (enclosed). Firstly, the work plan was not <br /> signed by either the work plan preparer or the registered professional. <br /> The work plan indicated that at minimum two soil samples would be collected during <br /> hand augering and during rig drilling, one from the vadose zone and one at the <br /> capillary fringe or ten vertical feet whichever one comes first. PHS/EHD recognizes, as <br /> is generally accepted in the field of geology, that at minimum soil samples should be <br /> collected at 5 foot intervals for geologic characterization. Additionally, PHS/EHD also <br /> recognizes the value of continuous coring to evaluate the subsurface lithology. <br /> The work plan indicated that groundwater was expected to be encountered between <br /> 10 and 15 feet below ground surface, yet the proposed wells were to be screened <br /> between 25 and 15 feet below ground surface. Should static groundwater be located <br /> shallower than 15 feet, these wells would not be constructed to obtain a representative <br /> groundwater sample. Therefore, the screen should extend above first water. <br /> Furthermore, the construction details indicated that a bentonite/cement seal will be <br /> tremmied to the surface from the sand pack. Usually, a bentonite plug is placed <br /> between the sand pack and an approved cement slurry. <br /> The work plan indicated that immediately following development, three to five well <br /> volumes will be purged prior to sampling. When assessing the possibility of free <br /> product, 24 hours should elapse after development and prior to any pre-sampling <br /> purging. The work plan did not include the methodologies which would be used for <br /> BTEX and TPH-gas analysis. <br /> The work plan did not state that the wells would be surveyed using a California <br /> licensed surveyor which PHS/EHD strongly recommends. <br /> A Dkision of Sun Joaquin Coumv HeaIIh ('arc Services <br />
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