Construction and Rehabilitation History
placed to a +16
crown elevation. The crown width and side
1981
(cont,) slope were 6 ft and
respectively, except seaward of
respectively. The seaward 200 ft of
where they were 30
and
the west jetty was brought up to the original design geometry with
to 5-ton and 3- to
stone on the trunk and head sections,
respectively. Total cost for placing 2,100 tons of stone was
Figure 14 is a photograph of the jetties taken prior to the
,000.
repairs.
Present conditions of the jetties are not known.
1986
March, 1981 photograph of jetties at the mouth
Figure 14.
of the Kennebunk River, Maine
30
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