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REMOVAL_PLAN 1991
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2300 - Underground Storage Tank Program
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PR0231175
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REMOVAL_PLAN 1991
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Entry Properties
Last modified
1/10/2024 1:21:15 PM
Creation date
11/8/2018 9:43:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
REMOVAL
FileName_PostFix
PLAN 1991
RECORD_ID
PR0231175
PE
2361
FACILITY_ID
FA0001247
FACILITY_NAME
DP & DK Investments, Inc.
STREET_NUMBER
1206
Direction
E
STREET_NAME
MARCH
STREET_TYPE
LN
City
STOCKTON
Zip
95210
CURRENT_STATUS
01
SITE_LOCATION
1206 E MARCH LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\M\MARCH\1206\PR0231175\REMOVAL PLAN 1991.PDF
QuestysFileName
REMOVAL PLAN 1991
QuestysRecordDate
11/16/2011 8:00:00 AM
QuestysRecordID
178257
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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Standar_d Count <br /> lest Location Selected By TESTING ENGINEERS INCORPORATED Densit Moisture <br /> Compaction Control 4181 Power Inn Road, Suite A 3039 <br /> [] Density Testing [] Sacramento, CA 95826 594 <br /> Work Request # (916) 454-4441 3049 591 <br /> Mileage 054 59 <br /> Hours 3006 586 <br /> Test # Mode Location Average 3037 <br /> Elev. In-Place Dry 591 .2 <br /> DensityIn-Place Curve # % Rel . Proj. <br /> PCF Density Moisture & Method Comp. Splo <br /> 1 12" <br /> Existing gas tank pit ne corner6.3 <br /> 2 " s end - 138.4 132. 1 <br /> 4.7 <br /> 3 97 .3 95 <br /> -3' 136.6 5.8 <br /> " center 130.3 4.4 <br /> 6.1 96.3 <br /> _4 n side -2 136.5 130.4 4.4 <br /> 7.1 96.0 <br /> 5 -1 137.3 130.2 <br /> S corner 5.4 95.9 <br /> 6 center -2' 138.3 131 .0 5.6 <br /> 7 <br /> 96.5 <br /> e side <br /> -1 ' 137.8 131 .4 4.II <br /> „ 96.8 <br /> 8 w side 136.9 130. 1 5.2 <br /> --6-79- 95.8 <br /> 139.8 132.9 5.2 <br /> 97.9 <br /> Fest Method <br /> CURVE DATA <br /> Curve Maximum Optimum <br /> Calif. 216E # Density Material Description Lab Ref. <br /> �• Moisture <br /> t• Calif. 216G PCFNOTE: Test Results constitute the <br /> ASTM D-1557 Number <br /> 1 reporting of factual information <br /> AASHO T180 135. 7 6.1 3/4" A6 derived from test(s) made by our <br /> 2• laboratory following prescribed <br /> 3• procedures. These test results <br /> 4 should not be considered as an <br /> engineering opinion with respect <br /> thprptn <br />
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