NYC 9/11 Public Portal Document
1. Backfill, except for- space between relieving platforms,
siiall be recent fill or similar clean sand coirpacted to 95% or ultimate
standard Proctor density.
2. Backfill for space betvxien relieving platforms shall be
uncompacted lightweight fill ccsiposed of cinders (at least 3 years old
and well-leached out) or expanded shale with a maximum particle size of
3 inches.
3. Maximum corpacted lift thiclcness shall not exceed 1'0" in
structural areas, such as footings, roads, sidewalks. Maximum ccrpacted
lift thickness shall not exceed 24 inches in non-structural areas.
E. ’DTSPOSRL
The Subcontractor shall dispose of excavated material in
accordance with MRJD Dravzing No. Sp-1, dated 1/15/82. With respect to
offsite disposal of naterial, Subcontractor shall cctrply with
requirements of General Conditions, Paragraph 2.16.07.
?^cent Fill (F-2) - Recent fill as defined in Paragraph
II.B.l.a of this Section~siiall be stockpiled on the Battery Park City
site in areas designated by the Contractor.
2. Miscellzmecus Unsuitable (F-1) - Miscellaneous unsuitable
as defined in Paragraph II.B.l.b of this Section shall be disposed of
off-site at locations selected by the Sijbcontractor. All costs of
transporting, permits and disposal sites shall be borne by the
Subcontractor.
3. Alternate - The Contractor shall have the operation of
having Subcontractor dispose of portions of these materials .which cannot
be proprely di.sposed of on the Batter}^ Park City site, as fill conveyed
to New York Department of Sanitation. Contact Mr. Walter C. Zwartacky
at (212) 566-8870. In such event Subcontractor shall be responsible for
all. costs attendant to such disposal and contract price shall reflect
any credits realized by Subcontractor, See Bid Form Alternate C.l.
BPCHTM^ERCIAL CENTER ' 02200-3
EARn-BJORK
NYC-WTC_000165145
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