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DOFJRL-91-17, Rev. 1<br />

05/98<br />

24 Module Length x Width x Sump depth Secondary<br />

25 no. (meters) (meters) (meters) containment<br />

(liters)<br />

1 FW-13 4.8 3.8 0.18 3,300<br />

2 FW-14 10.3 3.7 0.20 7,600<br />

3 FW-15 7.4 2.6 0.18 3,500<br />

4 FW-16 7.5 3.1 0.18 4,200<br />

5 FW-17 7.5 3.1 0.18 4,200<br />

6 FW-18 7.5 3.1 0.18 4,200<br />

7 FW-19 7.0 2.6 0.18 3,300<br />

8 FW-20 7.0 2.6 0.18 3,300<br />

9 FW-21 7.7 2.7 0.15 3,100<br />

10 FW-22 7.7 2.7 0.15 3,100<br />

11 FW-23 7.7 2.7 0.15 3,100<br />

12 FW-24 7.7 2.7 0.15 3,100<br />

13 FW-25 7.7 2.7 0.15 3,100<br />

14 FW-26 7.6 1.3 0.15 1,500<br />

15 FW-27 7.6 1.3 0.15 1,500<br />

16<br />

17<br />

18<br />

19 Waste Storage Buildings (2401-W, 2402-W, and 2402-WB through 2402-WL)<br />

20<br />

21 The 2401-W and 2402-W Waste Storage Buildings (2402-W and 2402-WB through 2402-WL) all<br />

22 have the same square footage and all have a 15.2-centimeter-high curb for secondary containment. The<br />

23 containment capacity is determined by the capacity of the curbed volume minus a ramp volume, calculated as<br />

24 follows:<br />

25<br />

26<br />

990510.1226 APP 4B-2<br />

9

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