DEP Environmental Protection Invoices, 1999-2001

NYC 9/11 Public Portal Document _ FEB-9- 2001 1B:dd FROM MONEE § 914 243 5042 To: 7azegar7 Ave. . Naw GONSZTRUGTION CORP. RE; Reconstruction of New Croton Dam Spiltwa: : Brid Gatehouse Bridge “8", Kisoo River Bridge "D" and Repherment of Mills Road Bridge: Serial No, - 133 Gentlemen: | Retercoce is Bade to the atteched contram drawing No. A-3, BXISTING ARCH RIB BASE DISPLACEMENTS and TABLE 1, whith denote the dimensions that the existing bearings have been disphiced with « statement that “ALL DISPLACEMENTS BASED ON THE 1994 eats ‘ INSPECTION” and that “ALT, DISPLACEMENTS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION OF JACKING FHA Reference is father made to Hardesty de Hanover's Jenuary (997, BRIDGE RECONSTRUCTION PROJECT REPORT, NEW CROTON DAM SPILLPPAY BRIDGE, TOWN OF CORTLANDT WESTCHESTER COUNTY, spetifically page 10-23, attached, in which thel photos abow that the existing bearing hes ahifted wy the skewback resulting i fbcaring surface the arches are bearing on ne mora than ten perceat ofthe dusgned beatina eae Thea toad of thesc arches appexr to be restirig on a mere inch of the edge of the existing baring MéNanwe Constraction Corporation's field inspection of this be fn the gall of 2000, revealed the gal , that these akewbucks have cantiomed to move sisse the 994 inaoeion reflected in contrat 3, I ich j pl nn an additional two inches which is dangerously cloas to being McNamee Construction Corporation's Geld observations ofthe So using th | ee cnatts tha the New York City Departasnt of Envronnantal Protootin (NYCDEP) i This situation §s further documented in the January 1997 bridge reconstruction report pages 7-2 and 7-4, which aro arrached and document that vehicles in humdred percast (300%) of tha posted value are aBowed ase of this bridgo hy the NYCDEP. This report also I P.O. Chef 1@2. UN@euNdaLE wy 10040 »1Db4t A4B-BOIG - Pan ia zasoniz 7 pO'd 60:21 O02 pT Gad GZSE-S6S-8T2: XE4 NYC-WTC_000137862 did