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ARCHIVED REPORTS_XR0006386
EnvironmentalHealth
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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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3500 - Local Oversight Program
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PR0545915
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ARCHIVED REPORTS_XR0006386
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Entry Properties
Last modified
9/29/2020 10:26:37 PM
Creation date
8/4/2020 2:36:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006386
RECORD_ID
PR0545915
PE
3528
FACILITY_ID
FA0025964
FACILITY_NAME
CONRADY PROPERTY
STREET_NUMBER
1002
Direction
N
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
1002 N YOSEMITE AVE
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
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CLEARWATER <br /> G R O U P, I N C <br /> ' the following manner <br /> • SW-1 was step-tested at applied pressures of 5, 9, and 12 pounds per square inch <br /> (psi) for periods of approximately 45 minutes, 60 minutes, and 30 minutes, <br /> respectively <br /> ' • SW-2 was tested at applied pressures of 9 psi and 12 psi for periods of <br /> approximately 60 minutes and 75 minutes, respectively <br /> • Flow volume was monitored during each step test and recorded in ACFM <br /> • Induced pressure was measured (m inches water) at intervals of 5 to 15 minutes <br /> in MW-4, MW-5, MW-6, VW-1, and VW-2 <br /> • During the SW-1 test at an applied pressure of 12 psi, air samples were collected <br /> from VW-1 and MW-2 and monitored for hydrocarbon vapors using the LEL <br /> meter and the PID <br /> • During the SW-2 test at an applied pressure of 12 psi, water levels, dissolved <br /> oxygen, and organic vapors were measured in all other wells <br /> s At the end of the 12 psi step test in SW-1 and SW-2, air samples were collected <br /> from ,VW-1 and VW-2, respectively, each sample was submitted to the laboratory <br /> for analysis of BTEX and TPHg <br /> I <br /> I I I I <br /> 3.0 RESULTS <br /> ' F I <br /> 3.1 Subsurface Materials II f <br /> 5 <br /> The subsurface sediments encountered during recent (drilling activities correlate <br /> fairly well with boring logs generated during previous phases of work. The <br /> ' following is a generalized description of subsurface strata to a depth of <br /> approximately 47 feet <br /> Silt and lean clay are,present to a depths of approximately 20 Ito 25 feet I <br /> , <br /> IIF � I <br /> I I !• <br /> Sandier deposits (sand and silty sand) are present from the base of Ithel silt and II <br /> I I ' I cI lato;a de{pthI olf, approximately <br /> `p!`11I pI roIx1rl1 iat!e) 40ett bgIyI' I V! ` <br /> I <br /> If i I I� I IIIIIr4,{ � 111 II I II. r1 � I ���, I ! I Il�gll�, I illi I I' rl Ik � I I�I I I I <br /> � 1 1 <br /> � I , <br /> I Dloll PAR/34/PILOT tt pp� !I`' 8 <br /> ,II!I141II lrl11 Ilf4I+ ,,I,I hI11,!�' VI'I IIr' I i <br /> �,!I <br /> 'I <br /> I <br />
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