1716 W MARINE VIEW DR BASE FILE 2018-01-02 MF Import

Enginn+e Plmmcrs Snrtryors Reid Middleton, Inc June21, 1995 1903133n1Ave. IV. File No. 24-93-016-006-01 suite -VI P.O. Box 6638 Lynnwood, %VA Mr. Kirk Brooks 980360638 City of Everett Public Services Division Phone 206 T5-3434 3200 Cedar Street FAX 206775-3439 Everett WA, 99201 Subject: Port of Everett Southeast Marina Project Dear Kirk, Enclosed are three sets of prints of the above referenced project together with our response to review comments for the purpose of acquiring the necessary building permits for the Port of c�etett. Final easement ducumeui,, interlocal agreements, and permit fees will be 111*0vided directly by the Port of Everett. The following information is provided in response to the city's review comments on the ^ ' original submittals: 3 PRIL 3, 1995, MEMORANDUM FROM JANE ZIMMERMAN r PTV �t�kq(f Interlocal agreements: It is our understanding that these agreements are presently being negotiated between .he City and the Port. A�ttft qw,}-S Si % I n-it-CCL-ct ILPI iat �f/MI-� iS.wCv�7G2 , � ��J lyt.eMU. twisting pipe data. Corrections have been made to the underlying base map as noted. ExiI ling pipes to be permanently underwater: Presently these pipes are under water most o- the time due to tidal conditions. The Port is aware that there will be increased maintenance due to sediment accumulation. Additional tidal analysis: Based on Corps of Engineer data, Mean Higher High Water at Everett is at elevation 1 I.11 ft. above MLLW. On " ebruary 5 1995, the water level at the east end of the marina was measured at 14.2 feet MLLW at a predicted tide level of 11.6 feet MLLW. Based on this difference which is caused by the river hydraulics, it is estimated that the water level at the outfall in the marina would be above elevation 12.0 ft. MLLW, which is the system overflow, for an average of about three hours