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11.3.2. The tank’s venting system must be adequately sized to
ensure that atmospheric pressure is maintained at all times,
including during filling and emptying of tank.

11.3.3. Whenever installing overfill protection, such as alarms,
automatic shut-off devices (“flapper valves”) or vent-restriction
devices (“ball-float valves”), follow the instructions provided by
the manufacturer of the overfill-protection device and consult the
authority having jurisdiction to determine the level at which the
overfill protection should operate.

Overfill protection, such as automatic shut-off devices or
vent-restriction devices, should not be installed if
owner/operator will allow pump or pressure filling of the
tank.  Failure to follow this instruction could cause tank
failure, and result in death or serious injury.

11.4. VENTING INTERSTITIAL SPACE

All reservoirs must be vented for proper operation.

11.4.1. When the tank’s interstitial space is filled with a
monitoring fluid, the space must be vented. It is sufficient to drill
a 1/4-inch-diameter hole in the side or cap of the reservoir
standpipe as supplied by the installer. If the groundwater level
could be high enough to enter a drilled vent hole, install a vent
line from the standpipe to above high-water level.

11.4.2. When the interstitial space is dry, it is not necessary to
vent the space to atmosphere.

12. FILLING TANK 

12.1. GENERAL

12.1.1. Xerxes recommends only gravity filling of tanks.

12.1.2.

See SECTION 18, Operating Guidelines.

13. BACKFILLING TO GRADE

13.1. GENERAL

13.1.1. Continue to take safety measures (such as placing
barricades) around the excavation site until installation is
completed.

13.1.2. When the tank has been set, tested and backfilled, and
all piping and venting has been completed, add the balance of
the backfill material.

13.1.3. The backfill must be free of debris, ice or snow. Any
blocks or bricks used as support material during piping must be
removed prior to completion of backfilling.

13.1.4. The backfill material

specified in SECTION 4

must be

used to completely fill excavation. 

13.1.5. Be sure that the installation meets all of the require-
ments of minimum cover as 

specified in SECTION 5.

13.1.6. When the tank has been backfilled to subgrade (before
placement of asphalt or concrete), take a measurement of the
internal diameter of the tank. 

(See SECTION 14 of the

Installation Manual 

for instructions on taking diameter

measurements.)Record this measurement as Final Internal
Diameter on the Tank Installation Checklist, Section 4.

13.1.7. Complete the Tank Installation Checklist.

14. DEFLECTION MEASUREMENT

14.1. GENERAL

14.1.1. Obtain the deflection measurement by taking a minimun
of two measurements of the internal diameter of the tank.

14.1.2. Two methods of measuring the internal diameter of the
tank are described here. Both methods use a dipstick. (Similar
methods can be used, such as with a tape measure, etc.)

14.1.3. The deflection measurement can be obtained by using
either method twice or by using each method once. Each will be
described here as if that method were being used twice.

14.1.4. Take the initial internal-diameter measurement before
backfilling the tank. 

(See Point 8.2.8.) 

In a wet-hole installation,

take this measurement before the tank is placed in the
excavation hole. 

(See Point 8.3.1.1.)

14.1.5. Take other diameter measurements during the backfilling
process to determine whether vertical deflection continues to be
within the limits specified by Xerxes. 

(See Point 6.4.6 and 

Point 9.1.1.)

14.1.6. Take the final internal-diameter measurement when the
tank has been backfilled to subgrade. 

(See Point 13.1.6.)

14.1.7. For both methods, drive a small-headed, nonsparking
nail (for example, brass) halfway into a wooden dipstick 1 inch
above its base.

14.2. INTERNAL-DIAMETER MEASUREMENT WITHOUT A
STANDPIPE

14.2.1. Place the dipstick into a service fitting.

14.2.2. Measure and record the distance from the tank bottom to
the top of the fitting.

14.2.3. Pull the dipstick up until the exposed nail catches on the
inside top of the tank.

14.2.4. Measure the distance from the tank top (inside) to the
top of the fitting. Subtract 1 inch from this measurement and
record the distance.

14.2.5. Subtract the second distance (inside tank top to top of
fitting) from the first distance (tank bottom to top of fitting).
Record this measurement as Initial Internal Diameter

on the

Tank Installation Checklist, Section 4.

14.2.6. For subsequent measurements of the internal diameter,
repeat Points 14.2.1. through 14.2.5. When the measurement is

Содержание Fiberglass Underground Storage Tanks

Страница 1: ...Installation Manual and Operating Guidelines For Single Wall and Double Wall Fiberglass Underground Storage Tanks Owner should retain this manual for reference to operating guidelines...

Страница 2: ...allationTesting p 18 9 1 General Section 10 Ballasting p 19 10 1 General Section 11 Piping andVenting p 19 11 1 Internal Piping 11 2 External Piping 11 3 Venting Tank 11 4 Venting Interstitial Space S...

Страница 3: ...6 Careless activity or reckless operation of equipment can cause death serious injury or property damage 1 2 GENERAL 1 2 1 It is important to follow the procedures and instructions in this manual in o...

Страница 4: ...uated on top of the tank in its upright position FIGURE 2 1 30 Max 1 2 8 Federal state and local codes and regulations always take precedence over a Xerxes requirement 1 2 9 Xerxes must authorize in w...

Страница 5: ...too much momentum Momentum can grow because fittings on top of the tank make it top heavy Make sure the tank s fittings and manways never touch the ground Do not rotate the tank more than 120 from the...

Страница 6: ...serious injury 3 1 9 Refer to the appropriate section below for instructions for the following situations 3 1 9 1 For testing a single wall tank see SECTION 3 2 3 1 9 2 For testing a double wall tank...

Страница 7: ...terstitial space by itself may damage the primary tank or cause tank failure 3 3 3 2 Free the hose from the service fitting by cutting the nylon tie 3 3 3 3 Insert the hose into the quick disconnect f...

Страница 8: ...ct the air supply line 3 4 1 9 Soap all service fittings and manways Watch for active air bubbles which indicate a leak Look through the laminate for any active air bubbles rising to the top Their pre...

Страница 9: ...eeded for the test manifolds Follow instructions in Point 3 1 5 See FIGURE 3 6 and FIGURE 3 7 3 6 1 3 Before doing the air test of the base tank described in SECTION 3 6 2 and the air test of the end...

Страница 10: ...r End Tank End Tank End Tank Lifting Lug Typical Manway with Fittings Optional Reservoir Monitor Fitting Base Tank 9 FIGURE 3 12 FIGURE 3 13 3 7 2 AIR TEST OF BASE TANK 3 7 2 1 Connect the pressure so...

Страница 11: ...Disconnect the air supply line 3 8 3 4 Soap all service fittings and manways Watch for active air bubbles which indicate a leak Look through the laminate for any active air bubbles rising to the top T...

Страница 12: ...d result in death or serious injury 5 1 GENERAL 5 1 1 The installing contractor must take all precautions necessary to protect employees working in or near a tank excavation These precautions should i...

Страница 13: ...vide sufficient clearance to allow the deadmen to be set outside of the tank shadow See FIGURE 5 3 FIGURE 5 3 5 2 2 STABLE IN SITU NATIVE SOIL CONDITIONS 5 2 2 1 Where shoring is not required to maint...

Страница 14: ...ced concrete beam 6 1 2 The length of the deadman is typically equal to the length of the tank 6 1 3 A deadman may be fabricated in multiple sections as long as the total length is not decreased and e...

Страница 15: ...for further information 6 1 8 Lay the deadmen in the excavation parallel to the tank and outside of the tank shadow See FIGURE 5 3 6 1 9 In multiple tank installations with deadmen each tank will have...

Страница 16: ...must be used on all marked hold down locations Do not place straps between ribs except on 4 foot diameter tanks Failure to properly place straps may result in tank damage 6 4 4 Data for hold down stra...

Страница 17: ...p as near the loop or thimble as possible turn nuts on second clip firmly but do not tighten initially See FIGURE 6 4 6 5 15 When more than two clips are required space additional clips equally betwee...

Страница 18: ...ce one 12 inch lift of approved backfill material evenly around the tank From the edge of the hole or the top of an adjacent tank push the backfill in place by using a nonmetal probe long enough to re...

Страница 19: ...osed areas of the tank and all fittings and monitoring the pressure for one hour 9 1 4 Carefully relieve the pressure in the tank Remove the quick disconnect assembly from dry double wall tanks 12 Do...

Страница 20: ...inches 6 inches for 12 foot diameter tanks from the tank bottom All metal fittings and other metal components must be coated to protect against corrosion 11 1 2 Refer to FIGURE 11 1 along with TABLE 1...

Страница 21: ...d in SECTION 5 13 1 6 When the tank has been backfilled to subgrade before placement of asphalt or concrete take a measurement of the internal diameter of the tank See SECTION 14 of the Installation M...

Страница 22: ...4 3 1 Place the dipstick into a service fitting with a standpipe 14 3 2 Measure and record the distance from the tank bottom to the top of the standpipe 14 3 3 Pull the dipstick up until the nail catc...

Страница 23: ...l the UST coordinator at the Xerxes plant nearest you 15 4 1 6 If a tank is sloped the reservoir should be at the high end 15 4 1 7 In a tank with the interstice filled with monitoring fluid Xerxes re...

Страница 24: ...and vapors Do not pressurize the ACR assembly after installation is completed The ACR system is an enclosed space Hazardous fumes may be present so precautions should be taken to properly vent the sp...

Страница 25: ...ion process 16 5 3 TESTING ACR WT RISER TOP 16 5 3 1 Water test the riser top after the adhesive sealant in the groove at the top of the riser has sufficiently set 16 5 3 2 Plug any wall penetrations...

Страница 26: ...The contractor must install a concrete form to allow a minimum 3 inch clearance between the concrete pad street box frame and the riser top 16 7 3 Backfill to the top of the ACR system 16 7 4 Backfil...

Страница 27: ...ion such as automatic shut off devices flapper valves or vent restriction devices ball float valves which will close off the internal piping and reduce the tank s capacity 18 2 5 Owner operator must n...

Страница 28: ...ice TRUCHEK Hydrostatic Monitoring System brochure 20 1 1 2 Among those materials available from technical support at Xerxes Minneapolis are Alternate Backfill Supplemental Instructions UST Deep Buria...

Страница 29: ...d according to installation instructions B InternalDiameterMeasurement Theinternaldiameterofthetankismeasuredanddocumented FinalInternalDiameterinSection4below C Monitoring Fluid Tanks 1 Check and rec...

Страница 30: ...369 10 4 10 4 21 5 1 4 21 5 1 4 3 200 4 500 6 200 12 000 12 068 11 849 10 4 10 4 24 1 4 24 1 4 3 600 5 000 7 000 15 000 15 248 14 976 10 4 10 4 29 5 3 4 29 5 3 4 4 500 6 100 8 600 10 20 000 20 055 19...

Страница 31: ...Iowa Phone 563 886 6172 Fax 563 886 2042 Corporate Office 7901 Xerxes Avenue South Minneapolis MN 55431 Phone 952 887 1890 Fax 952 887 1870 www xerxescorp com Manufacturing Facilities 2001 Xerxes Corp...

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