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SITE HISTORY
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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HARDING
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3500 - Local Oversight Program
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PR0545262
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SITE HISTORY
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Entry Properties
Last modified
2/3/2020 10:51:03 AM
Creation date
2/3/2020 9:59:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545262
PE
3528
FACILITY_ID
FA0009940
FACILITY_NAME
SAN JOAQUIN CATHOLIC CEMETERY
STREET_NUMBER
719
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12720002
CURRENT_STATUS
02
SITE_LOCATION
719 E HARDING WAY
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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®mom <br /> -t I AZA�A LOG OF WELL MW5 <br /> PROJECT SAN JOyOUIN CATHOLJC C MEE14TERY LOCATION CEMETERY LANE & HARDING WAY STOCKTON CA PROJECT NO. _1`0041.01 <br /> COMMENTS: <br /> PAGE—2 OF <br /> WELL ! DEPTH FIOSAMPLE 10 U.S.C. <br /> DETAIL Il (FT.) (PPM) BLOWCOUNT LOG DESCRIPTION <br /> 1G, <br /> �./ 2.2 <br /> 42 CL <br /> 44 <br /> 6 L� 44,8-46/49.5 POORLY GRADED SAND WITH CLAY; 90-7. FN, SA-SR, PRLY GRD,:y g <br /> 1O 5P-SC SNp; M DNS; 10% FNS; M YLLW BRN; NPO; DRY-MST; <br /> 46 2.2 WEAK-STRNG HCL REACTION: WEAK CEMENTATION; HOMO <br /> 48 <br /> 46/49.5-51/54.5' SANDY LEAN CLAY; 303: FN--M, SA-SR, PRLY GRDD SND: 74: <br /> FNS; H DRY STRNGTH; N-SLW DLTNCY: M TGHNSS; M <br /> 6 r PLST; STIFF-HRD: NPO; ORY-MST; WEAK-STRNG HCL <br /> 50 REACTION; WEAK CEMENTATION; HOMO <br /> 2.2 :1 CL <br /> V 52 — 51 54.5-56.5' <br /> / CLAYEY SAND: >8O7 FN, 5A-SR, PRLY GRDD SND; M DNS; <br /> <20% FNS; NPO; MST; WEAK CEMENTATION; HOMO <br /> 54 <br /> 8� <br /> 2.3 1 1 <br /> 56 1i <br /> Sc <br /> — 58 Nr1W5--59r <br /> 10 r 58.5-60/64.5' POORLY GRADED SAND; >957. FN-M, SA-SR, PRLY GRDD SND; <br /> _ 2.2 i8 m DNS; <57. FNS; LT BRN BLK; NPO; ORGANICS; MST-WET; WEAK <br /> 60 20L' SP HCL REACTION; WEAK CEMENTATION: HOMO <br /> I <br /> 62 60/64.5-6a.8' <br /> SANDY LEAN CLAY; 30% FN-M, SA-SR, PRLY GRDD SND; 70% <br /> �./ FNS; M-H DRY STRNGTH; N--SLW DLTNCY; M TGHNSS; M-H <br /> PLST; STIFF; NPO; ORGANICS; MST; WEAK-STRNG HCL <br /> i REACTION; WEAK CEMENTATION; HOMO <br /> 6a <br /> 8 <br /> 14 54,8-66/59.5' LEAN TO FAT CLAY: <5% FN, SA-SR, PRLY GRDD SND: >95: <br /> i FNS; H DRY STRNGTH; N DLTNCY; M-H TGHNSS; M-H ? ST <br /> �./ 66 2.4 21 CL/CH STIFF; BILK BRN; NPO; ORGANICS; MST; WEAK-STRNG HCL <br /> f IREACTION; WEAK CEMENTATION; HOMO <br /> br <br /> = 9 66/69.5-75' SILT; <5% FN, SA-SR, PRLY GRDD SND; >957. FNS: M DRY <br /> 70 18 L STRNGTH; SLW DLTNCY; M TGHNSS; M PLST; HRD: M YLLW <br /> — <br /> 2.3 26 BRN; NPO; MST; WEAK-STRNG HCL REACTION; WEAK CEMENT- <br /> ATION: HOMO <br /> 72 s ML <br /> %,/ 74 ��-- C <br /> 76 <br /> 78 No. bU,- �`r <br /> pit.. <br /> -� A <br /> e\cam 0�lcq� , <br /> 82 <br /> Lr <br />
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