12.07.2015 Views

Integrated Training Area Management EA and Final FNSI

Integrated Training Area Management EA and Final FNSI

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Second paragraph - I do not underst<strong>and</strong> what is being described, is thestructure going all the way across the stream?(6) Page C2-18. III. Outlet Protection. Are these outlets drainingdirectly into streams that support fish? If so, the design <strong>and</strong>construction methods need to keep that in mind.(7) Page C2-19. Q. Reinforced Concrete. The first sentence states thatreinforced concrete can be used to control erosion at streamcrossings....what is the application for this? More details would be nice.(8) Page C2-20. R. Rip Rap. Third paragraph, second sentence - whatother materials (other than riprap) <strong>and</strong> what methods can be employed onslopes steeper than 2:1 for erosion protection? Riprap structuresplaced on the bottom of a stream to create riffles <strong>and</strong> pools must bedesigned by an engineer/hydrologist who has experience with these typesof projects. If installed <strong>and</strong>/or designed improperly, these structurescan be very destructive to a stream <strong>and</strong> the existing fish habitat.(9) Page C2-21. R. Rip Rap. First bullet - "Riprap limits. The riprapshould extend for the maximum flow depth, or to a point where vegetationwill be satisfactory to control erosion." What is meant by "maximumflow depth"? Should this be "ordinary high water elevation"? Thirdbullet - "Riprap Size. The size of riprap to be installed depends onsite-specific conditions." Please add at the end of the sentence,"...(e.g., hydrology, bank steepness, cause of erosion, etc.)"Second paragraph, second sentence - Please add at the end of thesentence, "...(i.e., when water levels are at there lowest)." Thestatement, "Bypassing base flows or temporarily blocking base flows aretwo possible methods." is not really a true statement. As stated above,the OHMP prefers that this type of work be conducted when water levelsare low <strong>and</strong> the introduction of sediment can be minimized. Installingtemporary in-stream structures <strong>and</strong>/or blocking streams should be a lastoption for this type of work. And, the last sentence in this paragraphI do not believe is a true statement - it really depends on the cause oferosion <strong>and</strong> the stream type.Third paragraph, last sentence reads "Control of weed <strong>and</strong> brush growthmay be needed in some locations." It has been documented that rootstructures (e.g., grass, willows, shrubs) on <strong>and</strong> above a stream bank,especially within a riprap structure, immensely helps strengthen thestructure <strong>and</strong> bank. If there are willows growing in the riprap, Istrongly suggest not disturbing them.(10) Page C2-35. Y. Sediment Trap. Fourth paragraph - just toreiterate, even though a structure placed in a stream is "temporary" itwill still require a Fish Habitat Permit from the OHMP.(11) Page C2-36. Y. Sediment Trap. First paragraph, the third sentencereads "Fords are appropriate in steep areas subject to flashflooding..."The OHMP would include the following stipulations in a vehicle streamcrossing permit: (1) stream crossings shall be made from bank to bank ina direction substantially perpendicular to the direction of stream flow;_____________________________________________________________________________________________Environmental AssessmentUnited States Army Alaska, <strong>Integrated</strong> <strong>Training</strong> <strong>Area</strong> <strong>Management</strong> Program<strong>Management</strong> Plan E-9

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