Final Report - Flathead County, Montana
Final Report - Flathead County, Montana
Final Report - Flathead County, Montana
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population projections shown in Table BF-1 and using an annual average per capita<br />
flow of 85 gpcd and an average per capita summer flow of 100 gpcd.<br />
With the new and larger capacity WWTF, the District will not only be able to<br />
produce a high quality effluent that meets or exceeds existing and future DEQ permit<br />
conditions, but it will be able to take on wastewater from previously unsewered areas<br />
with high densities of septic tank and drainfield systems. The most critical of these<br />
areas is the Woods Bay area in Lake <strong>County</strong> where there is a high density of septic<br />
systems most of which are in soils consisting of very coarse and highly permeable sand<br />
and gravel and which are thought by many to be a significant source of contamination<br />
and nutrients in <strong>Flathead</strong> Lake. The Greater Woods Bay Planning Area is currently in<br />
the process of looking for funding sources to help pay for the costs of installing<br />
infrastructure to collect and convey wastewater to the Bigfork Water & Sewer District’s<br />
WWTF.<br />
WASTEWATER COLLECTION AND CONVEYANCE:<br />
The wastewater collection and conveyance system serving Bigfork consists of 8”,<br />
10” and 12” gravity sewer mains and a total of 16 “major” lift stations with 4”, 6” and 8”<br />
force mains. There are a number of individual or privately owned grinder pump systems<br />
but they generally serve only one or two residences or commercial structures and are<br />
not considered a part of the public sewer system. There are also several low pressure<br />
grinder pump systems scattered around the District that were designed to serve a small<br />
number of residences in specific areas that could not be served by gravity sewer.<br />
These systems, located in Mayport Harbor (McDowell Drive), Eagle Bend, Eagle Rock<br />
and Bear Hollow, were designed to serve a specific area and were not intended for<br />
expansion to serve a broader area.<br />
A. Gravity Collection System:<br />
As mentioned, the gravity sewer system consists of 8”, 10” and 12” mains with<br />
the vast majority being 8”. The only 10” gravity sewer runs north of the wastewater<br />
treatment facility (WWTF) along <strong>Montana</strong> Highway 35 and is not a continuous run as it<br />
is interspersed with several sections of 8” gravity sewer. The only 12” gravity sewer<br />
was recently installed west of the WWTF along Harbor Hts. Boulevard to Beach Road.<br />
Morrison Maierle conducted a study of “trunk” sewer lines within the District and<br />
there are several sections of existing 8” sewer main reported to be “flat”, less than<br />
minimum grade. Some mains are significantly less than minimum grade. This results in<br />
a reduced conveyance capacity, slower velocities and more maintenance by the District.<br />
In fact, the District indicated that they have to flush and clean a section of sewer main<br />
along Bigfork Bay that runs through Marina Cay at least once each year.<br />
Sewage Treatment in the <strong>Flathead</strong> Basin 12