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← Document results/DEP Box 44/N.Y. EXPOSITION & CONVENTION CENTER SANITARY HOUSE CONNECTIONS & STORM CONNECTIONS
Document / 3 pages

Convention center drainage connection approval, Apr 1985

Machine-extracted title · confidence 95%

Memo approving proposed PVC drainage connections from the New York Exposition and Convention Center to the city storm sewer.

NYC-WTC_000165035–000165037

Folder label: “N.Y. EXPOSITION & CONVENTION CENTER SANITARY HOUSE CONNECTIONS & STORM CONNECTIONS”

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Scanned page image, NYC-WTC_000165037
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NYC 9/11 Public Portal Document

March 6, 1985 Syska & Hennessy

New York Convention Center Storm Sewer

References: A. Perma-Loc - PVC Sewer/Drain Pipe - Johns-Manville

B. Handbook of PVC Pipe - Design & Construction 1. Pipe: 24 in. Perma-Loc Series 46 2. Soil: Wc = 120 Ib/cu. ft

Soil type - pipe bedding material'

A - Clas-s III, GM/ GC, SM,.SC _ 3^-, ■ i superioad:-’; 6Wib/sq/ft'; ' '■ ' .

■ ’ . ^Equivalent height 'ho = 6£02_lb/s£;_^ ■= 5.0 ff - 120 Ib/cu.tt ■ 4'. Pipe, cover - see sketch

.Min. hl =3.66 -ft. Max. hl' = '6.71-ft

5.~ -Vertical_load on plastic pipe (prism load) W ='Wc X H-+ Be Ib/ft ' , ” .

H =-\6,71 + 5.0 = l-1.71--ft, say 12.0 ft . W -=• ’ 3067_ Ib/ft'- ■See_ _Ref. A table on page 4 -■ ' _ . - Soil pressure P = Wc x H = 120 X 12 = 1440’ Ib/ft = 10 Ib/sq in.

6. Pipe deflection - modified "IDWA Deflection Formula" - Ref. B, page 144, Equation No. 25:

- DX X K X P- X 100 I D 0.149 F 4- 0.061 El I AY -

D2 = lag factor Ref. B, table 26 ' K = bedding factor It

. El =soii stiffness 11

* F = pipe stiffness Ref. A - ■ - TTy - -

NYC-WTC_000165037

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NYC-WTC_000165037Source: NYC Law Department, mirrored locally

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