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7007 SEAWAY BLVD 2016-01-01 MF Import
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7007 SEAWAY BLVD 2016-01-01 MF Import
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Last modified
4/20/2017 3:38:51 PM
Creation date
3/9/2017 5:41:20 AM
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Address Document
Street Name
SEAWAY BLVD
Street Number
7007
Notes
WETLANDS AS-BUILTS DOCS
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8. VARIANCES FROM INITIAL PLAN <br /> Variances in the construction of the Narbeck project from what was shown on the <br /> plan occurred for several reasons. The most common reason for changes was to <br /> preserve significant habitat features such as snags, large trees, or significant patches <br /> of vegetation. Some changes were made by the airport as a result of negotiations <br /> ' with the original property owners, and other administrative changes. Other reasons <br /> for changes include small errors in the original plans, information gaps in the initial <br /> topographical survey, availability problems with some of the specified plants, <br /> construction supplies, etc. <br /> The following is a list of all changes irom the original plans, the reasoning for these <br /> changes and the outcome of the changes as they relate to the entire project in <br /> general. In all cases, the first priority in considering changes to the plan was the <br /> improvement of environmental protection. <br /> 1 ) Change in leaky berm elevation. The elevation of the lowest permeabte layer of the <br /> leaky berm is shown on the plans to be installed at 530.74. Jane Zimmerman, of <br /> the City of Everett Public Works, felt that the beaver dam should continue to <br /> control the historic outlet of Narbeck Swamp. An agreement was made that the <br /> leaky berm be installed six (6) inches beiow the present elevation of the beaver <br /> � dam at the outlet �f Narbeck Swamp. The top of the dam was surveyed on the <br /> 9th of September, 1998 at 528.24. Consequently, the elevation of the lowest <br /> permeable layer of the leaky berm was installed at 527.74, or three inches below <br /> the elevation shown on the plans. <br /> This change n elevation will �ot significan!ly alter the hydrology of the project. <br /> Areas upstream of the leaky berm will not pool up quite as hic±��. On the <br /> downstream side of the Ieaky berm, water will begin to flow at a lower elevation, <br /> but the total amount of water charged through the system will be the same. <br /> 2) Grading modified in the vicinity of the large Douglas-fir tree in the central portion of <br /> the site, along the eastern edge of grading. Grading was steepened to <br /> accommodatP saving the tree. <br /> 3) A pond cell was moved roughly 20 feet south of its proposed position. This cell is <br /> located along the east edge of the overtlow channel, north of the old access road <br /> culvert. Moving this cell allowed two significant habitat snags to be preserved. <br /> 4) A pond cell was shifted west and truncated to acce,�modate a habitat snag and <br /> to preserve desirable vegetation. This modification is located along the east edge <br /> of the overtlow channel, south of the old access road culvert. <br /> 44 <br />
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