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C300Q.04 .�``
, iJuI y 22, 1988 � �����`�, `- t`,� �°f
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T0: pavid Richey ,
�� P�r;aject Manager 1
Florida Department of Transportation �s� rl��
� District Seven
l=RQM: Kevin J. Coughlin, P.E.
Liaison Engineer
.:">UBJECT: 5umr�ary af Meeting Discussians
US 3q]. Zephyrhills Drainage Meeting afi July 21, 1988
� SP No. 14050-2537 �
WPI No. 711�5944
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ATTENDEES:� '
E�1iot Silverston, Greiner
William M. Brady, Pasca County
Glenn R. Morris, Pasco County
David Richey, FDOT
Kevin J. Coughlin. Greiner
Nick Nichols: City af Zephyrhills City Manager �
Louis Se11ar. City. of Zephyrhills Utilities
Bruce M. Bahr, City of Zephyrhills Build�ng Dept.
Robert Jahnson. City of Zephyrhills Mayar
� Rick Moore, City of Zephyrhills
Rabert Jahnsdn. Greiner
James J. Fist
Rana1 d S�even, F1 ori da Powet�
Bill Feuter. Zephyrhills Fire Department
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. The drainage for the U5 301 improvement project. is to be. designed to stand-
alone on �ts awn detention/retention features. The City of Zephyrhills
decl'ined to; participate in construction of enlarging the proposed US 301
drai nage outfall system far the purpose af rel i evi ng 1 acal fl oodi ng probl ems
that occur during low frequency storms.
� ��L 2� 1988
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C3000.04
�July 25. 1988 '
PaAe 2 �
7he FDOT d,rainage structure far Zephyr Creek crossing US 301 near Old
Crystal Spr,ings Road will be s�zed to accommodate the flow resulting from
the Pasca ,Gounty improvements ta Zephyr Creek propased in the Lake Zephyr
stormwater management master plan.
The City of Zephyrhills maintains a small starmwater detention pond and
��umping station west of US 303 near Geiger Road wh�ch discharges via a 26"
�Force main to Zephyr Creek at old SR 54. The City believes there ta be some
��xcess pumping capacity that may be available for use in the FDOT drainage
���utfall system for US 301..
'i�he City of Zephyrhil�s. aiso maintains a detention pond and pumping station
(12" force; main) east of US 301 adjacent to City Hall . The City has agreed
ta a�1 aw ' �FDOT to uti 1 i ze and possi bl y en1 arge the exi sti ng pand ta
accommodate US 301 drainage provided that the existing pump station is
ipgraded to; mi ni mi ze f1 oadi ng effects at Ci ty Na71 .
� KJC.1 at �
xc: E. Silverston, Greiner
R. aohnson. Greiner
Ni ck Ni chol s �
William M. Brady
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