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ARCHIVED REPORTS XR0001709
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2900 - Site Mitigation Program
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PR0522479
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ARCHIVED REPORTS XR0001709
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Last modified
5/17/2019 2:57:45 PM
Creation date
5/17/2019 2:33:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001709
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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" <br /> - <br /> 20 July:1998 <br /> 1; AGE-NC Project No. 95-0109 r <br /> I ; : Page 2 of 4 ; <br /> 2 3 COLLECTION OF,GROUND WATER'SAMPLES, " <br /> Water'samples were collected'from each purged...'well,u_sing disposable.plastic bailers. Immediately <br /> upon retrieval,the samples were transferred into 40-m1 EPA-approved VOA vials confamning'0:5'ml <br /> 18%hydrochloric:acid as.asample preservative. The samples were labeled, stored;and-transported. <br /> in'a,chilled.container under chain-of custody to WCampbell Analytical,-Inc. (MAI).in Pacheco, <br /> California. All samples were analyzed for: <br /> • Total petroleum hydrocarbons lquaritified as, gasoline (TPH-g) ,in accordance with EPA ; <br /> Method-5030'/8015m; <br /> •::•Volatile .organic..compounds'(benzene,'.toluene, ,ethylbenzene•'and xylenes; BTE&X) iri <br /> accord,. e with EPA'Method 602; and <br /> •' Volatile•organic compounds with oxygenated compounds in accordance with EPA Method _ <br />' '8260: <br /> Samples were also collected from'MW-9 and MW44 and placed in 40=m1 VOA vials with no added <br /> preservative: These two samples were.placed'in"a•chilled container and transported under chain-�f- <br /> custody to.A. Keith. Kaufman, M.S.,".iri Culver City, California:'These samples were analyzed for <br /> physicochemical properties and microbiological enumeration. , 1 ; <br /> 3.0. : ,FINDINGS <br /> 3.1. GROUND WATER:GRADIENT AND DIRECTION ' <br /> The depth'to'ground water,ranged from 5'1.3.feet below surface grade (bsg) north of the site.to 53.1 <br /> feet'bsg south of the site.The,data indicates an average-2.16 feet increase,of grouhdwater elevation' <br /> since 1vlarch 1998. Ground water elevations are summarized on-Table 2. S <br /> Ground waterelevation:contours, based upon data collected on 09June.1998' 'are depicted in Figure _ <br /> 3. Ground water e18vationSrfbr'K1W-1'thr6ugh N1ViW-5-were..]ovver than the surrounding Wells. The ; <br /> ared`to deeper wells':`" ' <br /> „ small amount of water.In these wells, themr poor.recharge charactenstics comp p 1 , <br /> �on the site,.and;their-aberrant�ground_water elevations strongly suggest that these wells do not_'have ' <br />' good hydrologic communication,with the monitored aquifer; therefore data.from. these five wellsµ , <br /> were not used=to determilae the ground water flow direction.-The inferred ground'water flow, <br /> direction is coward'the south and,'as,ih,pr"evious monitoring.'events, the gradient steepens°south of <br />' h- • y' .the.Srte• • '; " 1 1 ., _ , . - ' • . - ` Y 1' <br /> Aihanced GcoEnvironmental,Inc. <br />
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