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TM 5-5430-209-12/TO36Y31-1-101
C1
}
CHANGE
DEPARTMENTS OF THE ARMY
AND THE AIR FORCE
NO.1
WASHINGTON, DC 15 April 1975
Operator and Organizational Maintenance Manual
TANK, STEEL, VERTICAL, BOLTED, KNOCKDOWN,
SEALED OPENINGS, STANDARD BOTTOM, AND ROOF,
GASOLINE, OIL OR WATER
(TYPE I-POL AND POTABLE WATER
TYPE II-POL AND NON-POTABLE WATER)
10,000 BARRELCAPACITY
TYPE I,
TYPE II,
NSN 5430-00-138-1824
100 BARREL CAPACITY,
TYPE I,
TYPE II,
NSN 5430-00-139-3778
250 B.ARRE L CAPACITY,
TYPE I,
TYPE II,
NSN 5430-00-138-1823
500 B.ARRE L CAPACITY,
TYPE I,
TYPE II,
NSN 5430-00-138-1822
1,000 BARREL CAPACITY,
TYPE I,-
TYPE II,
NSN 5430-00-138-1821
3,000 BARREL CAPACITY,
TYPE I,
TYPE I,
NSN 5430-00-138-1820
10,000 BARREL CAPACITY,
TYPE I,
TYPE II,
NSN 5430-00-138-1824
TM 5-5430-209-12/TO 36Y31-1-101, 15 May 1974, is changed as follows:
The title is changed as shown above.
All "Federal Stock Numbers" appearing in this publication should be corrected to the new "National Stock Numbers"
before using.This can be done by inserting -00after the Federal Stock Class.For example Federal Stock Number 5430-
263-6076 will be corrected to the following National Stock Number 5430-00-2636076.Wherever the word "Federal Stock
Number" or abbreviation "FSN" appears, throughout the publication, correct to read "National Stock Number" or "NSN".
Page 2 of cover.SAFETY PRECAUTIONS are superseded as follows:
WARNING
SAFETY PRECAUTIONS
It is mandatory that the safety precautions prescribed in FM 10-20 be followed whenever a bolted steel tank is being
disassembled, repaired, or reassembled.
If a tank has been used for petroleum products, it must not be used for potable water.
If a tank is to be used for potable water storage, do not apply sealing compound or sealing putty to the tank sides or
bottom.
Scaffold boards must be tested on the ground, prior to being installed in the scaffold, to be sure they are sound and free
from defects. Nail overlap of scaffold board together. Install a guard rail on all scaffolding. Securely tie rope safety
railing to each post. Individually, they are not resistant to lateral bending; but tied together, they form a strong resistance
to lateral and outward bending .Adiagonal line from the top of every 4th or 5th post to the bottom of the adjacent post is
also recommended .Do not install guard wire supports over stave chine-lap seams or deck lap seams.
1

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