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PORT OF EVERETT <br />14TM STREET BULKH�,AD REPLACEII�NT <br />F. <br />G. <br />H. <br />5. <br />6. <br />Permeabic geotextile skirts. <br />Approved Manufacturers: <br />a. <br />b. <br />c. <br />d. <br />SECTION 02371 <br />TEMPORARY EROSION AND <br />SEDIMENTATION CONTROL <br />Siltmaster Dredge: Turbidity curtain/silt fence by Parker Systems, <br />Inc. (PSI), w�vw.parkersystemsinc.com. <br />Elastec/American Marine, Inc., Turbidity Curtains, <br />www.elastec.com. <br />Brockton EquipmendSpilldown, Inc., Siltdam Containment <br />B�rriers, www.spilldam.com. <br />Approved substitution. <br />Quarry Spalls: Per Section 9-13.6, WSDOT Standard Specifications. <br />Grit Chamber: Type 2 City of Everett Standard Plan No. 404 (WSDOT Standard <br />Plan B-IE). <br />Castings: Comply with Ciry of Everett Standards. <br />Pipe: Comply with City of Everett Standards. <br />2.02 EQiJIPMENT <br />A. Treatment Train: As specified in this section. <br />PART3-EXECUTION <br />3.01 EXANIINATION <br />A. <br />B. <br />C. <br />D. <br />E. <br />Verify survey benchmarks, property corners, horizontal control and intended <br />elevations for the Work are as indicated. <br />Identify existing survey monuments, benchmarks, and survey control points, that <br />may be disturbcd by work. <br />Verify vegetation to remain is protected and prominently marked. <br />Verify marina access requirements for boats and pedestrians is maintained as <br />required by Port. <br />Verify City of Everett approvnl is obtained for discharge of sift laden H�ater into <br />sanitary sewer. <br />3.02 PREPARATION <br />CIP No. 2•0-002-01 <br />02371 - 5 <br />Project No. MR-NM-2005-01 <br />l�� <br />