NYC Law Department release
Independent mirror · updated as the City releases more · v1.2.6
← Document results/DEP Box 44/N.Y. EXPOSITION & CONVENTION CENTER SANITARY HOUSE CONNECTIONS & STORM CONNECTIONS
Document / 18 pages

PVC drainage connection approval memo, Apr 1985

Machine-extracted title · confidence 95%

Memo approving proposed 24-inch PVC connections to the city storm sewer for the New York Exposition and Convention Center in April 1985.

NYC-WTC_000165038–000165055

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

Page image
Scanned page image, NYC-WTC_000165047
OCR text

OCR status: ok · source: pdftotext

NYC 9/11 Public Portal Document , I , ; , , . ft C ■ ' • •

2. Masi FICr-OftF TftiiLftftft^__ Density • ASTM (Proctor) Height of cover (feet) Bedding AASHTO Classification T-99 3 5 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 Gravel Class I 95% ClassH 90% □ Maximum 7.5% deflection

80% 0 This zone not recommended

Sand Class III 90% 85% .■‘ft ft 75% LiftftZ: ftft IL ’r."

65% ft? - 'ftft ft Lift ftL: ■ft ft v- ft Clay Class IV 85% w/i

75% S' ift^.7' ' r. ftft oi a 65% IB i ..■ftftcft" ftft Peat Class V This soil class not recommended.

Figure 3JMaximum long-term defSections of F/Ay 46 psi (Series 46) PVC pipe (TIA percent) Density ASTM (Proctor) Height of cover (feet) Bedding AASHTO Classification T-99 3 5 8 10 12 14 16 18 20 22 24 26 28 30 32 34|36 Gravel Class I aa I - ■' • - ■ "in Class II .90% 0 Maximum 7-5% deflection ft- D This zone not recommended T - 80% ft'

Sand Class III 90% .ft 85% 75% ■ IS 65% SIS S' ft RS • i ■ft - ..ri: J Clay Class IV 85% 7,; ■ • 75% aw w i

65% ft •’■JI Litt' Peat Class V This soil class not recommended.

Note: Deflection values shown do not 2. External loading based upon soil deflections are compared with those -' include effect of live load or longitudinal ; weight of 120 lbs per cubic foot. in the table. bending. 3. Deflections predicted are based upon 4. Bedding classifications are as 1. No length of pipe installed under. pipe which was initially circular prior indicated on page 9 and correspond - conditions specified will deflect more to installation. Actual deflections may to ASTMD2321. than is indicated: the pipe will deflect differ because of initial out-of­ 5. Deflections listed in table are maximum less than the amount indicated if roundness caused by storage and/or long-term values. The recommended specified density is obtained. handling. These variations should be maximum long-term value is 7.5 percent. taken into account when measured I I 'A- ,W .i-' 777.7 if I :h -A ’’th-

ft ft7ft"t-V ’'M ’ft' L'

,7 •ftfto. ft /ft* ' I '.' 7ft..' ftft . i- ',ry- 7 . -■'ft'-f '/ ft/' ;< ■'"’’—ff

NYC-WTC_000165047

OCR can misread numbers and units. Confirm readings against the page image before using them.

NYC-WTC_000165047Source: NYC Law Department, mirrored locally

Related records

Browse subjects →

Ranked by indexed similarity. Reasons describe shared subjects and filing context; check the source records.

Same-box records

Filed elsewhere

More like this page

Similar subjects in other documents. Similarity does not establish the same event, measurement or conclusion.

Page similarity is temporarily unavailable or this page has no indexed vector.

Others also read

Readers open these alongside this record — through an Ask answer, the same folder, or indexed similarity. Not a claim they are about the same event.

NYC-WTC_000165030 · Box DEP Box 44

Fragmented document text related to sanitary house and storm connections for the New York Exposition and Convention Center.

Filed in the same folder

NYC-WTC_000165031 · Box DEP Box 44

Fragmented document text related to sanitary house and storm connections for the New York Exposition and Convention Center.

Filed in the same folder

NYC-WTC_000165033 · Box DEP Box 44

Inter-departmental memorandum requesting hydraulic review of a sanitary house connection drawing for the New York Exposition and Convention Center.

Filed in the same folder

Compare copies and versions →