. Boston Logan International Airport Umweltverträglichkeitsstudie. Logan International Airport; Flughäfen; Umweltverträglichkeitsprüfungen; Häfen; Ozeanographie; Umweltverschmutzung; Umweltverschmutzung; Transport und Verkehr. Geschäftsführer Ralph W. HORNE WILLIAM L. HYLAND FRANK L. LINCOLN HOWARD J. WILLIAMS FOZI M. CAHALY HAROLD H, JQNES EDWARD C. KEANE LEON B. TURNER WILLIAM J. HALLAHAN H. LOWELL CROCKER NATHANIEL N. WENTWORTH, JR. RICHARD W. ALBRECHT CLIFFORD S. MANSFIELO MAX D-SOROTA WILLIAM G. DYER GEORGE M. REECE FAY, SPOFFORD &Amp; Thorndike, INC. Ingenieure 11 BEACON STREET • BOSTON. MASSACHUSETTS02108 (617) 523-8300

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. Boston Logan International Airport environmental impact study. Logan International Airport; Airports; Environmental impact statements; Harbors; Oceanography; Pollution; Pollution; Transportation. DIRECTORS RALPH W. HORNE WILLIAM L. HYLAND FRANK L. LINCOLN HOWARD J. WILLIAMS FOZI M. CAHALY HAROLD H, JQNES EDWARD C. KEANE LEON B. TURNER WILLIAM J. HALLAHAN H. LOWELL CROCKER NATHANIEL N. WENTWORTH, JR. RICHARD W. ALBRECHT CLIFFORD S. MANSFIELO MAX D- SOROTA WILLIAM G. DYER GEORGE M. REECE FAY, SPOFFORD & THORNDIKE, INC. ENGINEERS 11 BEACON STREET • BOSTON. MASSACHUSETTS 02108 (617) 523-8300 ASSOCIATES BERTRAM BERGER LELAND F. CARTER JURGIS GIMBUTAS DONALD H. HASTIE JOHN B MALLETTE WALLACE W. READ DONALD M, THORNOUIST MASSACHUSETTS PORT AUTHORITY ENGINEERING DEPARTMENT INITIALS May 7, 197 -chief engineer otpun en::? ct;gr Mr. Thomas H. Kuhn, Chief Engineer Massachusetts Port Authority 47 0 Atlantic Avenue Boston, Massachusetts 02110 PORT EN GIT ELECT. MECH ENGR PROJECT ENGR. PLANNING ENGR FILE Subject: Environmental Report Runway 15L-33R Boston-Logan International Airport Dear Sir: In accordance with your request of April 8, 1971, we have been in contact with representatives of the Corps of Engineers with regard to the ecological effects of the materials specified for the construction of the dikes and the fill behind the dikes for the proposed new runway 15L-33R. After a review of the specifications and drawings for MPA Contract No. 1.100 and the specifications for MPA Contract No. 1.103, it was the consensus of the meeting that the material would not cause any serious threat of pollution to the water in the area as long as the specifications were carefully adhered to. It was further felt that if some of the fines from the fill material did find their way beyond the limits of the dike, they would settle out rapidly and not remain in suspension for a long period of time. There was some discussion as to the source of the material and method of delivery to the site

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• bookcentury1900
• booksubjectoceanography
• bookubjectharbors
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