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ARCHIVED REPORTS_XR0012717
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545259
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ARCHIVED REPORTS_XR0012717
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Entry Properties
Last modified
1/31/2020 6:01:45 PM
Creation date
1/31/2020 2:55:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012717
RECORD_ID
PR0545259
PE
3528
FACILITY_ID
FA0004966
FACILITY_NAME
CHEVRON USA (INACT)
STREET_NUMBER
45
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12707037
CURRENT_STATUS
02
SITE_LOCATION
45 E HARDING WAY
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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5-7 <br /> MEMO <br /> ."•i" ?• ° 3 'any r ..�-giT„` - '�'-.tax_.. _ ^.^r .�.'$'".s£ <br /> NAR <br /> Ra. <br /> D <br /> Aufi{J+t�t, �d✓t <br /> f,ds :tint FdA ler: Prrga 4 <br /> 0232U 1407 <br /> 3.4 1doNIT0RING WELL.INSTALLATION <br /> Orta monitoring well(F.dWDI was inst;rtlrct in tt�e ao-1 tiArintj The monitoring weft w.ts constnrcled <br /> ie well <br /> of 4-Inch diamcler,scIlMute 40 PVC C,jsing with I,,us tds. l ol well il ` <br /> scroun wa$installed from a depth of G8 feet to a depth <br /> ir 53 aet bcitrw grade, A ;arxlirtter wa rAacOd <br /> 10 a height of approxtrnalely 2 1(%,, above the ton of the screen. The wall was <br /> around the wall screen <br /> oa <br /> ell <br /> completed with a bentonit©setal nod ct)mont grout,cO mainated SAW-i teembox h awa ct trglit bottrdlid W <br /> be <br /> wellhead was protected try a locking cap and <br /> construction details are presented In the dNI log(Apmndsx C)• <br /> 3,5 GROUNDWATER MONITORING <br /> The nevAyinsfallod monitoring wet'was dcr'-60PM wing a truGk•mounled surg¢•sYstem before the <br /> well was sealed.and hand-baaed and surged In fr.e gallpn intervals,Of 55 gallons o1 water to remrne fFno- <br /> grained sedirrtonts from the well and f4ter pack, The devetWment waler was retained on site in a DOT- <br /> approved 55-0,lon drum pending proper disposal. <br /> On Duty 24,1991 the water table in moniloring weal MV1.9 was mondyM to grade to determine the <br /> static level and thickness of any separate•phase hyd[Wrbon5(SP). The water table levet was measured <br /> using an QRS Emironmentat Erpu=pment INTERFACT PI'OSE``r V.ell t.onitoring System.consisting of a dual <br /> optical sensor and electrical coMuctWy probe,that disaingu:shes between water and petroleum products. <br /> No SP was present. Sinco monitoring wet!LjW9 is the only well that extends into the groundwaier during <br /> the current drought conditions,the groundwater flaw direction for the silo cannot be determined. Howrrver, <br /> previous data rovca'•ed a groundwater How di:Ktiq:t of north•nonhenst. <br /> 3.6 GROUNDWATER SAMPLING <br /> Subsequent to monitoring.the watt was purged of approximately six well Casing volumes p to <br /> sampling. In addition.the well was monitored for a second tirro to assure tKlt the water level In the well <br /> had recovered to at least So percent of the static 1,-v& <br /> The groundwater collection <br /> were corrected using a Tenon sampler cleaned with an industrial•streVh <br /> detergent and distiled water. Immediately prior to the collection o!the water sairple from MW-9.a distilledf <br /> water e.r*ate blank was collected from the Teflon sampler as a Quality control check on the eleartfrraess of <br /> coratrd. Each sample was ae..id;fied,...labeled.aract ...._..._ <br /> the sampler. A trip blank was also c eCcd for sXualit}r The samOes war <br /> placed en Ice in an insOated container for dr--livery Io a S131Q-cen1I*d iabomtory. <br /> Ctrrri`.-trtvv1•t:tt <br /> 3 t:Cu�r at.r K.1: <br /> INC, <br />
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