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INSTALL_2020
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2300 - Underground Storage Tank Program
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PR0542283
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INSTALL_2020
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Last modified
3/1/2023 8:47:43 AM
Creation date
9/14/2020 10:51:04 AM
Metadata
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EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2020
RECORD_ID
PR0542283
PE
2351
FACILITY_ID
FA0024277
FACILITY_NAME
ARCO AMPM
STREET_NUMBER
2056
STREET_NAME
CRESTWOOD
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
2056 CRESTWOOD AVE
QC Status
Approved
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SJGOV\kblackwell
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EHD - Public
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2.1.3. Materials <br /> 2.13.1. The tank shall be manufactured as a matrix of premium resin,glass fibers and silane-treated silica that together result in a <br /> composite providing improved corrosion protection. <br /> 2.1.3.2.Tank inner wall shall be fabricated against a mold to produce a non-air inhibited and high gloss laminate to provide a fully cured <br /> inner surface without the need for wax coats,a low coefficient of friction and a natural resistance to the build-up of algae or other <br /> contamination on the surface.Wax and wax resin coatings cannot be used to achieve full surface cure on tank shells and endcaps. <br /> 2.1.4. Dimensional Requirements(refer to Containment Solutions literature) <br /> 2.1.4.1. Nominal capacity of the tank shall be_gallons/liters. <br /> 2.1.4.2. Nominal outside diameter of the tank shall be—feet. <br /> 2.1.4.3. Nominal overall length of the tank shall be_feet. <br /> 2.1.5. Monitoring Capabilities <br /> 2.1.5.1. Double and triple-wall tanks shall have a monitoring space between the walls to allow for the free flow and containment of leaked <br /> product from the primary tank.The monitoring space shall provide equal communication in all directions. <br /> 2.1.5.2. The following continuous monitoring conditions shall be compatible with the cavity between the inner and outer tanks: <br /> • Vented to atmosphere <br /> • Vacuum–5 psig maximum <br /> • Positive air pressure(3 psig maximum) <br /> • External hydrostatic pressure–7'maximum groundwater head pressure over tank top <br /> 2.1.5.3.The monitoring system shall be capable of detecting a breach in the inner and outer tank under the following installed conditions: <br /> • When the primary tank is empty. <br /> • When the primary tank is partially or completely full and the groundwater table is below tank bottom. <br /> • When the primary tank is partially or completely full and the tank is partially or completely submerged in groundwater. <br /> 2.1.5.4. The leak detection performance of the monitoring system shall be listed as a continuous interstitial monitoring method(liquid <br /> filled)by the National Work Group on Leak Detection Evaluations(NWGLDE).The system should be capable of detecting leaks in <br /> the primary or secondary tank walls as small as 0.10 gallons per hour within one-month. <br /> 2.1.5.5. The hydrostatic monitoring system shall be capable of a precision tank test that is listed by the National Work Group on Leak <br /> Detection Evaluations(NWGLDE). <br /> 2.1.5.6. If hydrostatically monitored,any solution used in the monitoring space shall be compatible with the tank and be of a contrasting <br /> color to the tank. <br /> 2.2. Accessories <br /> 2.2.1. Flanged Manways <br /> 2.2.1.1. The standard manway is 22"I.D.and will be furnished with UL listed gaskets and covers(30"and 36"manways are optional). <br /> 2.2.1.2. Location–see standard tank drawings. <br /> 2.2.13. Optional manway extensions shall be fiberglass and_feet long. <br /> 2.2.2. Fill Tubes-Fill tubes of appropriate design shall be supplied by contractor. <br /> 2.2.3. Hydrostatic Monitor Accessories <br /> 2.2.3.1. Tanks 6'diameter and larger shall have an integrally mounted annular space reservoir installed on the tank for factory-installed <br /> brine and continuous hydrostatic monitoring.The reservoir shall be constructed of fiberglass reinforced plastic materials and be <br /> included in the tank warranty. <br /> 2.2.3.2. The monitoring fitting for the monitoring space shall be a 4"NPT fitting. <br /> 2.2.3.3. Brine monitoring fluid shall be a calcium chloride solution. <br /> 2.2.3.4. Double float reservoir sensor supplied by contractor shall be designed for CS1 reservoirs.The components of the sensor shall be <br /> compatible with brine and provide two alarm points positioned 10"apart. <br /> 2.2.4. Secondary Containment Collars <br /> 2.2.4.1. Shall be factory installed. <br /> 2.2.4.2.The collar shall be fiberglass reinforced plastic,42 48"or 54"in diameter and shall be factory-installed in accordance with drawings. <br /> 2.2.4.3. The collar shall include an internal adhesive channel. <br /> 2.2.5. Adhesive Kits(Kit AD) <br /> 2.25.1. Adhesive kit shall be supplied by tank manufacturer. <br /> 2.2.5.2. Adhesive kit shall provide a watertight seal at the tank sump and containment collar joint to prevent the ingress of water or egress <br /> of fuel.The adhesive kit includes resin,catalyst,mixing stick,putty knife,sandpaper,grout bag,and installation instructions. <br /> 2 <br />
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