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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544106
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/6/2019 10:54:26 AM
Creation date
2/6/2019 9:48:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544106
PE
3528
FACILITY_ID
FA0015207
FACILITY_NAME
SJC MOSQUITO & VECTOR CONTROL DIST
STREET_NUMBER
200
Direction
N
STREET_NAME
BECKMAN
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905031
CURRENT_STATUS
02
SITE_LOCATION
200 N BECKMAN RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
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EHD - Public
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• y <br /> Ud <br /> WEMASSOCUTES PF F71 <br /> WELL MW-2 LfTHOLOGY ' <br /> 30 30 [7E5CRIPTiON <br /> -- ------------------------ <br /> dens .moral.30 fO 40%sk rIwdkraw <br /> V~Oily odor.mod alt to high MurnaW <br /> = 35 -i%r r i% Permeability <br /> r rr�rr <br /> = il<3 Sfity SAND(W) yellow.Iowa mole 10 WK <br /> 30.1an 87 Y — Sand i�r .;r e10%sit.moderate ody odor,No <br /> 1Mar87 — filter '�,;.;Y <br /> � 't:r r r estimated pernwdi ilh <br /> 'Y <br /> ------------------------ <br /> _ <br /> 40 170ac 88_ 40 -- �CLAY(CL),Sam off w wry cliff.mow <br /> lu 10 wK 30 b 40%ail,moderele Oaatrcity, <br /> _ +WY 569JO«awl Wy odor.low OUNTm ad. <br /> permeability <br /> Vf — r i;i:r SAND(Sfilfl,gray and nrddiah txown. <br /> medium dense,30 to 409E alit, a%clay. <br /> 45 <br /> _ Slotted r. moderate Mal <br /> timed permeability <br /> 45 'r r r r <br /> 4rPVC ------ --------------- <br /> Casing CIary SILT(ML).yellowAM bmwn,stidf.30 <br /> ito 50%day.low aahrrued perrrrapiMy <br /> — - <br /> so <br /> SAND(SAI).yellowish brown.bogie,c5% <br /> OIL medium fo 00era grained amid, wry <br /> _ NI high estimated permeability <br /> 30 <br /> m <br /> 66 — PVC cap55 <br /> ------------------------ <br /> Silty CLAY(CL).reddish brown,wry stiff. <br /> 20 to 30%silt,4%fine ground sand, low <br /> Bentonite 60immad psrmm9 ility <br /> Q. plug Increasing 5sr to coarse grainrd sand 10 to <br /> LU 20%at 59 fL <br /> 60 :? 80 C4rM SAND tSP.CrarvM bromn.madam <br /> denee.10 to 20%day.30 to 40'x.fines. <br /> „-` gained sand. <br /> y-; Slough :�. �., �afr pl•+�c. <br /> flrr.tQ acerae <br /> low to modaale a0maued p.an.e6ility <br /> 65 :, ` 65 - rdl►CLAY(CL) reddish hro rnedurn <br /> $tial.20 b 30%medium to coarse grained <br /> "rid.moderafe plasticity.low as rnmed <br /> P« y <br /> T Water level during drilling(date) Location of split tube drove sample <br /> - 4 Water level(date) , Location of split tube drive <br /> -- Contact(dashed where approximate) sample in brass tube <br /> r r r r r r r r r r r r r Gradational Con= Plug sample <br /> Well Construction Details and Subsurface Lithology-Well MW-2 (SJMA, continued) <br />
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