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COMPLIANCE INFO_1985-1996
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231426
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COMPLIANCE INFO_1985-1996
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Last modified
10/11/2023 2:28:53 PM
Creation date
6/3/2020 9:48:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1985-1996
RECORD_ID
PR0231426
PE
2361
FACILITY_ID
FA0004625
FACILITY_NAME
YOSEMITE PETROLEUM
STREET_NUMBER
2072
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
22202001
CURRENT_STATUS
01
SITE_LOCATION
2072 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0231426_2072 W YOSEMITE_1985-1996.tif
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EHD - Public
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Ft TA VATJ Xff- MM I RIME <br />Based on the results of in-place density tests we conclude that backfill soil placed in the <br />excavation, at the locations and depths tested, has been compacted to at least 90 percent relative <br />compaction as specified by Mr. Leonard Crisp. <br />_LUMTATIONS <br />The test procedures used complied with generally accepted methods �racticed in the industry. The <br />data presented in this report are provided for informational purposes only. The scope of our <br />services did not provide for continuous observati6ns by our personnel at the site; thus, we cannot <br />express an opinion as to the adequacy of the site preparation and fill compaction. We do not <br />undertake the guarantee of construction nor do we relieve the contractor of his -primary <br />responsibility to produce a completed project in accordance with the plans and specifications. We <br />claim no responsibility or liability for damages originating from the improper use of these results. <br />Our services were performed, our findings obtained and results presented in accordance with <br />generally accepted testing principles and practices exercised in the City of Manteca as of <br />November, 1994, This warranty is in lieu of all other warranties either expressed or implied. <br />0 Is <br />*Depth <br />In- <br />In - <br />Below <br />Place <br />Place <br />Relative <br />Required <br />Mate- <br />Existing <br />Dry <br />Dais- <br />Com - <br />Test <br />real, <br />Grade, <br />Density, <br />tore, <br />paction, <br />pa6tion, <br />No. pgt% <br />Test Location <br />No. <br />Feet <br />PCF <br />% <br />% <br />9 11/16 <br />221 WEST AND <br />81' SOUTH <br />1 <br />.5-1.5 <br />112.8 <br />7.3 <br />99.2 <br />90 <br />10 11/16 <br />221 WEST AND <br />171 SOUTH <br />1 <br />.5-1.5 <br />105.4 <br />6.6 <br />92.7 <br />90 <br />11 11/16 <br />71 WEST AND <br />161 -SOUTH <br />1 <br />1-2 <br />106.6 <br />6.7 <br />93.8 <br />90 <br />12 11/16 <br />121 WEST AND <br />SOUTH <br />1 <br />.5-1.5 <br />109.2 <br />8.2 <br />96.0 <br />90 <br />CONCLUSIONS <br />Based on the results of in-place density tests we conclude that backfill soil placed in the <br />excavation, at the locations and depths tested, has been compacted to at least 90 percent relative <br />compaction as specified by Mr. Leonard Crisp. <br />_LUMTATIONS <br />The test procedures used complied with generally accepted methods �racticed in the industry. The <br />data presented in this report are provided for informational purposes only. The scope of our <br />services did not provide for continuous observati6ns by our personnel at the site; thus, we cannot <br />express an opinion as to the adequacy of the site preparation and fill compaction. We do not <br />undertake the guarantee of construction nor do we relieve the contractor of his -primary <br />responsibility to produce a completed project in accordance with the plans and specifications. We <br />claim no responsibility or liability for damages originating from the improper use of these results. <br />Our services were performed, our findings obtained and results presented in accordance with <br />generally accepted testing principles and practices exercised in the City of Manteca as of <br />November, 1994, This warranty is in lieu of all other warranties either expressed or implied. <br />0 Is <br />
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