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ARCHIVED REPORTS_XR0006386
Environmental Health - Public
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EHD Program Facility Records by Street Name
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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
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EHD - Public
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SOIL BORING LOG AND Project No D-101 <br /> WELL CONSTRUCTION DIAGRAM Sheet 1 of 2 <br /> FIELD LOCATION OF BORING A CLIENTMOCATION 1 PLANNED USE. BORING DEPTH SORING/WELL NO <br /> I Conrad /Stockton Vapor Extraction 25 Peet VW-1 <br /> N DRILLING CONTRACTOR. DRILL RIG TYPE WELL DEPTH BORING DIAMETER. <br /> Mitchell Drilling CTvIE 75 25 Feet 10 Inches <br /> 1 � <br /> SITE I DRILL RIG OPERATOR. WELL MATERL4I.. FILTER PACIG SCREEN SLAT SIZE <br /> ® f Eddie Mitchell 4" SCH 40 PVC #3 Sand 0 020 <br /> VW� WELL SEAL. <br /> ' ACACIA Neat cement over h drated bentonite pellets <br /> SAMPLING ESTIMATED SAMPLING METHOD Split-spoon <br /> Z PERCENT <br /> MONITORING INs[Ru mF.NT Sensidyne FID <br /> FIRST ENCOUINMRED WATER DEPTH. 25 Peet-9/20/95 <br /> 0 9 rs. <br /> U a O a e o V o f u E v STATIC WATER DEPTH-DATE N/A <br /> 6" soil cover <br /> - 1 <br /> 2. <br /> r ~ <br /> z <br /> 0 <br /> ' � 3 <br /> O 4 <br /> 25 <br /> 337 <br /> 3Lean CLAY (CL),brown, moderate plasticity, <br /> ' 33 s 1 0 100 slightly silty, damp <br /> 35 <br /> 6 <br /> O <br /> 7 <br /> ' � s <br /> 19 I ' <br /> ' Lean CLAY (CL),brown, moderate to high <br /> x to 1Q plasticity, slightly silty, 2% secondary porosity <br /> 05 <br /> r Il' <br /> w , <br /> I <br /> 12 \\\\\\\\ I <br /> \\tit♦♦t♦ ' , I <br /> r 13 \t♦.\\\♦ <br />� I \1♦1\.\. � , I <br /> r 14 \♦\\♦.♦♦ <br /> Clayey SILT (ML) light grey, moderate'plasticity <br /> ,.....,♦ <br /> 27 10 ..\.,.., , <br /> ..,,.... <br /> _ 29 15 10 ��♦\,\\� 2% secondary porosity, damp <br /> �i*����� <br /> 1 ' H 17 <br /> I I a i I I � �� � I ' � I i 1 "I I'I I I I I !i 1 i ♦♦♦vvv♦♦ `� I I I I <br /> III 11 f <br /> � I o�l��'� ilIr��I�E1I 1 k�i i�E111`1� 1 I I,�I�I1280I� �r`V�� 19 � III it I•�4.I\��;;I♦�t:4:4\ti�\��44.��`4�i.�k:4.�♦��:41'i�rSrI�`�a�Indt�'yf I Ii'SI II ILI TI'�(ML), <br /> ML),r lIgrey, <br /> rey, fieI grained <br /> rained rlI <br /> sand, <br /> and, <br /> 19 slightly clayeyE = 22 60 4D <br /> 033 5 301470 Silt SANDSM)� i ht grey, finec -- I I ,.,. , i 'I i i t <br /> ii <br /> I <br /> I ' <br /> ,I 1 i I 11 <br /> I II . . . %. iaired <br /> 1911 1 I I <br /> II <br /> i I i II it + I k I I I 1 1 <br /> llbi !h n I III I E <br />
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