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Operational Plan for the Restoration of Diadromous Fishes to the ...

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(i.e., <strong>to</strong>tal exclusion <strong>of</strong> <strong>the</strong> target exclusion species) would require thorough and ongoing<br />

oversight <strong>of</strong> facility operations. Based on <strong>the</strong> in<strong>for</strong>mation and analyses presented herein, it is<br />

apparently unrealistic <strong>to</strong> expect a TSCF <strong>to</strong> provide <strong>to</strong>tal exclusion <strong>of</strong> <strong>the</strong> target exclusion<br />

species over a period <strong>of</strong> years.<br />

While apparently successful ef<strong>for</strong>ts have been made <strong>to</strong> modify <strong>the</strong> existing fishpass facilities<br />

at Howland Dam and at <strong>the</strong> West Enfield Dam <strong>to</strong> exclude upstream passage <strong>of</strong> nor<strong>the</strong>rn<br />

pike, it is unders<strong>to</strong>od that <strong>the</strong>se modifications prevent upstream passage <strong>of</strong> target passage<br />

species such as alewife and American shad. Such exclusionary measures are apparently<br />

not consistent with <strong>the</strong> overall res<strong>to</strong>ration goals <strong>for</strong> <strong>the</strong> Penobscot River watershed. In<br />

addition, <strong>the</strong> efficacy <strong>of</strong> a TSCF <strong>for</strong> exclusion would be difficult <strong>to</strong> evaluate due <strong>to</strong> <strong>the</strong><br />

potential <strong>for</strong> illegal, anthropogenic introduction <strong>of</strong> target exclusion species upstream from<br />

Howland Dam.<br />

Based on in<strong>for</strong>mation and analyses per<strong>for</strong>med <strong>for</strong> this study, incorporating a TSCF in<strong>to</strong> <strong>the</strong><br />

Proposed Bypass would have substantial impacts on <strong>the</strong> project objective <strong>of</strong> safe, timely<br />

and effective fish passage at Howland Dam. Additionally, a TSCF would apparently negate<br />

any benefits associated with <strong>the</strong> use <strong>of</strong> a nature-like fishway as <strong>the</strong> model <strong>for</strong> <strong>the</strong> Proposed<br />

Bypass due <strong>the</strong> need <strong>to</strong> trap and sort and o<strong>the</strong>rwise hinder <strong>the</strong> free movement <strong>of</strong> migrating<br />

fishes at Howland Dam.<br />

5 SUMMARY<br />

The initial concept <strong>of</strong> a bypass channel on <strong>the</strong> Piscataquis River at Howland Dam was<br />

based upon successful European installations that provide simple, high capacity, and<br />

relatively low maintenance upstream fish passage. These European bypass channels are<br />

intentionally used <strong>to</strong> allow upstream and downstream passage <strong>of</strong> all species and all life<br />

stages. Inquiries have been made concerning potential means <strong>to</strong> exclude upstream passage<br />

<strong>of</strong> target exclusion species (i.e., nor<strong>the</strong>rn pike and black crappy) through <strong>the</strong> Proposed<br />

Bypass and in<strong>to</strong> <strong>the</strong> Piscataquis River watershed while providing safe, timely, and effective<br />

upstream and downstream passage <strong>of</strong> native diadromous fishes.<br />

The project team has evaluated several conceptual methods <strong>to</strong> prevent upstream passage<br />

<strong>of</strong> <strong>the</strong> target exclusion species, and determined that a conventional basket or chamber trap<br />

combined with manual sorting operations is <strong>the</strong> preferred procedure <strong>to</strong> attempt <strong>to</strong> achieve<br />

<strong>the</strong> objective <strong>of</strong> <strong>to</strong>tal exclusion. The following comments are noted <strong>for</strong> consideration <strong>of</strong><br />

whe<strong>the</strong>r <strong>to</strong> use a trap and sort facility:<br />

a) There is no certainty that a trap and sort facility would be 100 percent effective. A<br />

successful combination <strong>of</strong> dam removal on <strong>the</strong> main stem <strong>of</strong> <strong>the</strong> Penobscot River and<br />

bypass channel at Howland dam could result in <strong>the</strong> res<strong>to</strong>ration <strong>of</strong> millions <strong>of</strong> diadromous fish<br />

<strong>to</strong> <strong>the</strong> Piscataquis River watershed.<br />

b) A TSCF does not protect against intentional placement <strong>of</strong> non-native fish in <strong>the</strong> basin.<br />

c) A trap and sort facility would require significant operational and maintenance costs.<br />

d) A trap and sort facility would likely interfere with all upstream fish passage.<br />

Appendix A: Figures<br />

Figure 1 Conceptual Parallel TSCF System <strong>Plan</strong><br />

Figure 2 Conceptual TSCF System Pr<strong>of</strong>iles<br />

Figure 3 Conceptual Series TSCF System <strong>Plan</strong><br />

Figure 4 Conceptual Fish Handling in Parallel TSCF System<br />

Figure 5 Conceptual Fish Handling in Series TSCF System<br />

PRFP Page 279

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