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ARCHIVED REPORTS XR0012673
Environmental Health - Public
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EHD Program Facility Records by Street Name
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Y
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YOSEMITE
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1399
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3500 - Local Oversight Program
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PR0543988
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ARCHIVED REPORTS XR0012673
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Entry Properties
Last modified
12/28/2018 11:00:58 AM
Creation date
12/28/2018 10:42:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012673
RECORD_ID
PR0543988
PE
3500
FACILITY_ID
FA0000914
FACILITY_NAME
TIGER EXPRESS STORES
STREET_NUMBER
1399
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
1399 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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TMorelli
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EHD - Public
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1..J • <br /> CTS ENVI ROWEN'TAL PROJECT 304 <br /> PAGE '(r <br /> 4.0 RECOMMENDATIONS <br /> It is the profEs}icnal racomwcndx.tiori of ETS <br /> Environmental that two additional soil boring/monitoring <br /> wells be installed at this tirne to complete a triangle in <br /> order to provide further soil and groundwater definition. <br /> Sail arid groundwater- sample!' should be colIer=ted and analyzed <br /> following the procedure and methods previc,u5ly described. <br /> Further, the calculztior, of the hydraulic gradient is <br /> essential before a syat£:matic Site '.nvet�tigatiori cars be <br /> stArted. <br /> Once a hydraarlic gradient direction has been determined, <br /> additional sail borings can be located as needed. At this <br /> tirre there would be little benefit in determining the <br /> locations of additional sail borings. <br /> 5,10 REMARKS ANI) SIGNATURES <br /> This preliminary site assessment and the SCOPe elf work <br /> described herein has been prepared using standard industry <br /> practices and represents our professional opinions. <br /> Prepared By; <br /> Glen White Date <br /> Project Geologist <br /> Reviewed arid Apprclvedy BY: <br /> Dick Stratton Date <br /> General Manager <br /> And: <br /> r <br /> Steve Randall <br /> Registered <br /> istered <br /> M <br /> 37 <br /> -----C i v rk_.-Engineer------------ --- --- ---- Y -------- ------ <br />
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