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INSTALL_1987
Environmental Health - Public
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PR0231963
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INSTALL_1987
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Last modified
12/23/2019 2:55:08 PM
Creation date
11/7/2018 10:18:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
1987
RECORD_ID
PR0231963
PE
2361
FACILITY_ID
FA0006445
FACILITY_NAME
PG&E: Stockton Service Center
STREET_NUMBER
4040
STREET_NAME
WEST
STREET_TYPE
Ln
City
Stockton
Zip
95204
APN
117-020-01
CURRENT_STATUS
01
SITE_LOCATION
4040 West Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
KBlackwell
Supplemental fields
FilePath
\MIGRATIONS\W\WEST\4040\PR0231963\1987 INSTALL .PDF
QuestysFileName
1987 INSTALL
QuestysRecordDate
8/2/2018 9:19:50 PM
QuestysRecordID
3953873
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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Specification No . : RGS0024-87 <br /> Part II - SPECIFIC CONDITIONS <br /> Section 9 - Specific Conditions <br /> for Tank Installation <br /> 9 . 7 . 3 Slope : All horizontal product , vapor , and vent piping <br /> shall slope upward from tank a minimum of 1 / 4 inch ger <br /> foot . <br /> 9 . 7 . 4 Vent pipe riser shall be 12 feet high minimum, attached to <br /> to the six inch pipe support as shown on the project <br /> plans . <br /> 9 . 7 . 5 Tanks shall be fabricated in accordance with Underwriters <br /> Laboratories , Inc . standards for underground storage tanks . <br /> Underwriters ' label shall be affixed to each tank . <br /> 9 . 7 . 6 All openings shall be covered with treated pipe plugs to <br /> prevent entrance of dirt and moisture during shipment . <br /> 9 . 7 . 7 Fabricators label in location shown shall include <br /> capacity , length and diameter . <br /> 9 . 7 . 8 Cooperate with inspection and testing agencies engaged by <br /> P .G. & E . <br /> 9 . 8 Excavating and Backfilling : <br /> 9 . 8 . 1 Verification of Existing Conditions : It shall be one of <br /> the responsibilities under this section to examine the <br /> site of work , and after investigation to determine the <br /> character of the materials to be encountered and the <br /> existing conditions affecting the work. <br /> 9 . 8 . 2 Excavation shall be unclassified and shall include the <br /> removal of all buried obstructions within the area to be <br /> excavated . <br /> 9 . 8 . 3 The excavation for the storage tank shall be sufficiently <br /> large to permit proper backfilling on all sides of the <br /> tank . Existing retaining walls and footings shall be <br /> protected . <br /> 9 . 8 . 4 Tank Bed and Backfill : A 12 inch bed of 3/8 inch diameter <br /> diameter pea gravel shall be provided to assure a uniform <br /> support under the tank . Backfill uniformly with free <br /> flowing clean pea gravel ( naturally rounded aggregate with <br /> particles ranging from 1 / 8 inch to 3/8 inch in diameter ) <br /> covering tank to within 12 inches of grade and finish with <br /> 1 / 4 inch diameter crushed stone . Use caution to avoid the <br /> • IX-5 <br />
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