My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSTALL_1992
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
M
>
MACARTHUR
>
2650
>
2300 - Underground Storage Tank Program
>
PR0232573
>
INSTALL_1992
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/23/2022 11:53:13 AM
Creation date
11/8/2018 9:39:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
1992
RECORD_ID
PR0232573
PE
2361
FACILITY_ID
FA0003941
FACILITY_NAME
ORCHARD SUPPLY HARDWARE #1570
STREET_NUMBER
2650
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
APN
21307061
CURRENT_STATUS
02
SITE_LOCATION
2650 MACARTHUR DR STE A
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\M\MACARTHUR\2650\PR0232573\INSTALL 1992.PDF
QuestysFileName
INSTALL 1992
QuestysRecordDate
8/2/2017 4:00:35 PM
QuestysRecordID
3544491
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
149
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Using a Manifold From The I Tank,Pressurize q4. Hol Ze <br /> The Tank Cavity To 5 psi Maximum. <br /> mamas — t- Stable Walls <br /> Open r�anwe ccwseE -.` r.-.` �� In stable soil conditions for 4' <br /> M gauge a:gauge i 1r ii �} `� through tbeldiameter ntanks,the <br /> �� � 1 �� hole must be large enough to allow <br /> I 1 1 I I I a minimum of 18"(24"preferred) <br /> I II 11 j between adjacent tanks and 18" <br /> i (24"preferred)between the tank <br /> sides and ends and the banks of <br /> the hole. <br /> manldtl sKtem(suPPis9 WintarW) 1 I I �� I <br /> II` Twelve-foot diameter tanks require <br /> Ste #3 _I iD• 24"between tanks and hole sides. <br /> P 4•- Minimum l8^ and require 24"between adjacent <br /> 12' Minimum 24" tanks. <br /> Step#3 If the tanks are mechanically <br /> Pressurize the cavity between the inner and outer tank to 5 psi maximum anchored,additional clearance is <br /> by opening the manifold valve thereby transferring pressure from the required between tanks(see <br /> inner tank. section A7). <br /> DO NOT CONNECT THE AIR SUPPLY DIRECTLY TO THE <br /> MONITORING FITTING OR ALLOW THE MANIFOLD VALVE TO BE -'.. �_W Unstable Wall s(all size tanks) <br /> OPEN DURING STEP#1.Typical air compressors can over Ie <br /> pressurize(over 5 psi)the tank cavity between the inner tank and In muck,bog,peat,swamp,or <br /> outer tank wall in less than 2 seconds. landfill type areas where the soil is <br /> Ste #4: Au Diameters soft or in areas with expansive clay <br /> ',%" soils,alarger hole is required to <br /> Morntorthe pressure on both the inner tank and cavity between the inner - I I support tanks.In these types of <br /> and outer tank for at least 30 minutes.Cover the entire tank outer surface i ., !, ,I I "t. conditions,the holes must be large <br /> with a soapy water solution(5 gallons of water with 8 ounces of household I I y enough to allow a minimum of Yz <br /> dishwashing detergent).In freezing conditions,substitute l gallon of , I <br /> windshield washer solution for l gallon of water.Soap the outer tank and % `.x , I the tank diameter from ends and <br /> check for leaks as indicated by bubbles.An outer wall leak detected ' 1 , sides of tanks to hole wail s. <br /> before backfilling is simple to repair.Do not backfill a tank with _ ' Unstable soils are defined as those <br /> known or suspected leak in the outer wall. re ole.min. soils having less than 750lbs./sq. <br /> for unmame walls '..•`•, ` ft.cohesion as calculated from an <br /> Inner Wall Test unconfined compression test:or <br /> soils with an ultimate bearing <br /> Step#5: capacity of less than 3500 tbs./sq.ft.Unstable soils or areas with expan- <br /> Close the manifold valve to the cavity between the inner and outer wall. sive clay may require a reinforced concrete slab under tank for support. <br /> Release the pressure and vent the primary tank(by opening the air <br /> supply valve),but maintain the 5 psi maximum pressure on the cavity For unstable soils with less than 250 lbs./sq.ft.cohesion or with an <br /> between the inner and outer walls, ultimate bearing capacity of less than 500lbs./sq.ft.,a filter fabric hole <br /> liner is recommended to prevent backfill migration.Refer to Section AS. <br /> Step#6: <br /> Monitor the air gauge on the tank monitoring fitting for another 30 <br /> minutes.but not more than 60 minutes.Longer tests conducted during AS. Filter Fabric <br /> changing temperatures or changing cloud cover may distort test results <br /> t 1 psi. Itis the responsibility of thetankowneror histechnical representative to <br /> In the unlikely event a tank leak is discovered with any of the above determine if filter fabric is appropriate for a specific tank installation.Our <br /> tests,call the O/C TANKS Field Service office nearest you to experience indicates that if all the other installation instructions are <br /> schedule a tank repair.Do not attempt to repair the tank. carefully followed.the use of filter fabric is not essential. <br /> Telephone numbers are listed in Section At 9. Filter fabric preventsthe migration of pea gravel with native soil:it helps to <br /> DO NOT EXCEED 5 PSI DURING AIR TEST. maintain the integrity and stability of the backfill material.O/C TANKS <br /> recommends the use of filter fabric for the following types of installations: <br /> After successfully completing the air test.disconnect and remove the air <br /> manifold fittings,hose,and valve. 1.Tidal conditions or areas subjected to frequently changing ground <br /> Before backfilling to grade.O/C TANKS recommends a 5 psi air/soap test water levels. <br /> on all finished piping connections and unused tank fittings. 2.Unstable soils(muck or landfills). <br /> 3.Water conditions with silty soil. <br /> Suitable brand name filter fabrics are itemized below.Local filter fabric <br /> distributors can be identified by calling the phone numbers listed. <br /> Manufacturer Reemay,Inc. <br /> Product TYPAR3401 or TYPAR3341 <br /> Phone (800)321-6271 <br /> Manufacturer Hoechst Celanese Corporation <br /> Product TREVIRA S1120(hole depth less than 10'deep) <br /> TREVIRA 57125(hole depth greater than 10'deep) <br /> Phone (800)845-7597 <br /> Manufacturer Phillips Fibers <br /> Product SUPAC4NP <br /> Phone td00)845-5737 <br /> Polyethylene is not considered an effective material to prevent <br /> migration ofpea gravel and native soil;it tears and will degrade Ina <br /> wet hole environment. <br /> Installation Procedure:Line the excavation sides and bottom with filter <br /> fabric.Overlap adjoining fabric panels at least 12 inches.Place some <br /> backfill on top of the filter fabric in and around the excavation perimeter to <br /> hold the fabric in place. <br /> In wet hole installations,backfill ballast is necessary to sink and hold the <br /> filter fabric to the bottom of the excavation. <br /> 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.