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2401 TAYLOR DR Geotech Report 2022-10-25
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2401 TAYLOR DR Geotech Report 2022-10-25
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10/25/2022 2:01:33 PM
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3/2/2022 8:55:30 AM
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Address Document
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TAYLOR DR
Street Number
2401
Address Document Type
Geotech Report
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2401 Taylor Drive Geotechnical Engineering Study <br /> Everett, Washington <br /> it takes to flow from one end of the pond to the other. Reduction of turbidity from a construction <br /> site is almost entirely a function of cover measures and flow control. Temporary sediment traps <br /> and ponds are necessary to control the release rate of the runoff and to provide a catchment for <br /> sand-sized and larger soil particles, but are very ineffective at reducing the turbidity of the runoff. <br /> To mitigate the erosion hazards and potential for off-site sediment transport,we recommend the <br /> following: <br /> 1) The winter performance of a site is dependent on a well-conceived plan for control of site <br /> erosion and storm water runoff. It is easier to keep the soil on the ground than to remove <br /> it from storm water. The owner and the design team should include adequate <br /> ground-cover measures, access roads, and staging areas in the project bid to give the <br /> selected contractor a workable site. The selected contractor needs to be prepared to <br /> implement and maintain the required measures to reduce the amount of exposed <br /> ground. A site maintenance plan should be in place in the event storm water turbidity <br /> measurements are greater than the City of Everett standards. <br /> 2) All TESC measures for a given area to be graded or otherwise worked should be installed <br /> prior to any activity within that area. The recommended sequence of construction within <br /> a given area would be to install sediment traps and/or ponds and establish perimeter flow <br /> control prior to starting mass grading. <br /> 3) During the wetter months of the year, or when large storm events are predicted during <br /> the summer months, each work area should be stabilized so that if showers occur, the <br /> work area can receive the rainfall without excessive erosion or sediment transport. The <br /> required measures for an area to be "buttoned-up" will depend on the time of year and <br /> the duration the area will be left un-worked. During the winter months, areas that are to <br /> be left un-worked for more than 2 days should be mulched or covered with plastic. During <br /> the summer months, stabilization will usually consist of seal-rolling the subgrade. Such <br /> measures will aid in the contractor's ability to get back into a work area after a storm <br /> event. The stabilization process also includes establishing temporary storm water <br /> conveyance channels through work areas to route runoff to the approved treatment <br /> facilities. <br /> 4) All disturbed areas should be revegetated as soon as possible. If it is outside of the <br /> growing season, the disturbed areas should be covered with mulch, as recommended in <br /> the erosion control plan. Straw mulch provides the most cost-effective cover measure <br /> and can be made wind-resistant with the application of a tackifier after it is placed. <br /> 5) Surface runoff and discharge should be controlled during and following development. <br /> Uncontrolled discharge may promote erosion and sediment transport. Under no <br /> November 6, 2019 SONDERGARRD GEOSCIENCES, PLLC <br /> 5 <br />
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