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ARCHIVED REPORTS_XR0007270
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545898
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ARCHIVED REPORTS_XR0007270
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Last modified
7/23/2020 8:12:06 AM
Creation date
7/23/2020 8:06:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007270
RECORD_ID
PR0545898
PE
3528
FACILITY_ID
FA0005555
FACILITY_NAME
MALIK ALL TIRES WHEEL
STREET_NUMBER
2662
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11706033
CURRENT_STATUS
02
SITE_LOCATION
2662 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Mr Mike Infurna <br /> Page 3 <br /> In response to the second comment in the letter, our rationale for the screened intervals proposed for the new <br /> shallow wells (45-75 feet) is to ensure that the wells remain usable for the longest possible period of time <br /> Hustoncal data indicate that groundwater in the site vicinity exhibits large seasonal depth fluctuations and <br /> extreme long-term fluctuations related to precipitation The seasonal range of fluctuation is over 10 feet and the <br /> cyclical range appears to be 50 feet or more <br /> During the drought of 1991 and 1992, groundwater levels at the adjacent U-Haul site had an approximate <br /> average depth of 83 bgs Depths rose somewhat between 1992 and 1994 and then began a significant rise <br /> following the breaking of the drought in 1994 Water levels peaked during the high precipitation years of 1997- <br /> 1999 The last two years have had approximately average precipitation and water levels have begun to drop If <br /> the long-term rainfall trend observed over the Iast century holds true, it is most likely that a period of below <br /> normal precipitation is beginning and water levels can be anticipated to drop substantially A graph of water <br /> levels in U-Haul well MW3 is included in Attachment C <br /> Within the last year (June 2001 through June 2002), groundwater has decreased 5 57 feet at the Harry's Auto <br /> site As shown by the projected trend(Attachment C), the groundwater level at Harrys Auto is anticipated to be <br /> approximately 63 feet bgs by September 2002 At thus depth, all site wells except for well MW1 and offsite <br /> well U-Haul MW7 will be dry By constructing the proposed offsite wells with deeper screens,the wells should <br /> remain usable for sampling for several years even under drought conditions If the proposed 30-foot screen <br /> length is unacceptable to EHD we propose the alternative of screening the wells from 50 to 75 feet Any Issues <br /> of screen flooding which may occur during non-drought years should not be of concern No free product related <br /> . to the Harrys Auto site will be present, and any contaminants that may be present will be in the dissolved state <br /> Permit applications for the proposed monitoring wells will be submitted to your office after having secured the <br /> necessary encroachment permits from the City of Stockton If you have any questions or comments please <br /> contact Ground Zero at your convenience <br /> RespectHly, <br /> Gro alysns,Inc <br /> Sean Garvey, <br /> Staff Geologist GREGORY P. <br /> STAHL <br /> d * No. 5023 'f <br /> Gregory P Stahl,RG 5023 <br /> CA Certified Hydrogeologist No 264 �lF OF CA kF <br /> Attachments <br /> cc Mr and Mrs John Ferraiolo <br /> Mr Marty Hartzell, CA Regional Water Quality Control Board <br /> Ms Marla Nahonn,Environmental Closures <br /> i <br /> %NGZA_PSISYS01`Data1GROUNDZEVIARRYSV2eporu\QMR1200212QM2002 doc <br />
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