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Erection of one 54,000 bbl tank and three 42,500 bbl tanks at Malvern, Pa, on 9% grade sloping diagonally through tank site; two-level plan for each tank site adopted; advantage of natural slope and drainage to achieve balance between fill and excavation; dike construction.
Erection of one 54,000 bbl tank and three 42,500 bbl tanks at Malvern, Pa, on 9% grade sloping diagonally through tank site; two-level plan for each tank site adopted; advantage of natural slope and drainage to achieve balance between fill and excavation; dike construction.
Step-down plan saves grading costs
Oil Gas J
Norton, F.J. (author)
Oil and Gas Journal ; 52
1953
Article (Journal)
English
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