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3620 36TH PL NE 2018-01-02 MF Import
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3620 36TH PL NE 2018-01-02 MF Import
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Last modified
8/9/2022 11:39:42 AM
Creation date
3/31/2017 8:33:24 AM
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Template:
Address Document
Street Name
36TH PL NE
Street Number
3620
Notes
CEDAR GROVE COMPOSTING CHANGED TO 3620 36TH PL NE PER SABRINA
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I 3.4.2 Topsoil <br />Topsoil consisting of organic rich silt/silty sand with roots from surface vegetation was generally <br />observed in the upper 6 inches of the soil profile in each of the explorations. The topsoil layer appeared <br />to be more developed over native alluvial soils and less developed over the fill soils and wood chips. <br />J 3.4.3 Fill Soils <br />Imported fill soils were encountered across the north, northeast, west, and central areas of the site. <br />The fill materials and thickness varied across the site. The fill soils were commonly observed overlying <br />wood chips. However, in some of the test pits fill soils were observed under the wood chips, as a layer <br />within the wood chips, or mixed in with the wood chips.. In general, the fill soils observed consisted of: <br />• Northeast Area: Fine to medium sand and fine to coarse gravel with sand and wood chips. The till <br />was observed to be 5 to 6 feet thick in TP-I and TP-2, respectively. <br />• North-Central and Central Areas: Fine to medium sand, fine to coarse gravel with sand and wood <br />chips, and quarry spalls. The fill was observed to range from 0.5 to 3 feet thick. <br />• West Area: Quarry spalls with silt, sand and gravel. The fill was observed to be about 3'/2 to 4 feet <br />thick in TP-20 through TP-22. <br />3.4.4 -Woodchips <br />Wood chips were encountered in the north -central and central areas of the site as shown on Figure 3. <br />The wood chips are apparently residual materials from past logging activities on the site. The wood chips <br />Igenerally consist of chipped or shredded wood materials, typically %2 to 1 %2 inches long and up to about <br />%2-inch wide. In some of the test pits the wood chips were very clean, while other areas had soil mixed <br />with the wood chips: In addition, there are areas (TP-8) where fill soil was observed between two layers <br />of wood chips. As shown on Figure 3, the wood chips generally vary from 0 to 3'/ feet thick, but appear <br />to be 2%2 to 5 feet thick in the area of the existing asphalt pad in the central area of the site. The bottom of <br />the wood chip layer was occasionally 4 to 5 feet below the existing ground surface due to overlying fill <br />and topsoil materials. Areas with the thickest observed wood chips appear to coincide with the <br />topographic high areas in the north -central and bentral areas of the site. <br />3.4.5 Fine -Grained Alluvial Deposits <br />The topsoil, fill, and wood chips are underlain by compressible native fine-grained deposits consisting <br />of recent alluvial and estuarine deposits. These deposits are composed of organic silt, silt, and <br />interbedded silts and sands. The organic silt and silt deposits were observed in all the test pits and they <br />generally ranged from 5 to over 20 feet thick. The estimated thickness of the compressible layers at the <br />site is shown on Figure 4. The organic silt deposits were commonly observed overlying silt having little <br />organic matter. The organic silt generally ranged from 3 to 10 feet thick. while the less organic silt <br />deposits were commonly 6 to 10 feet thick. The organic silt and silt layers contain variable amounts of <br />fibrous organic material as well as occasional logs up to about 12 inches in diameter. <br />G c o E n g i n e e r s 5 File No. 10625-00"2/123003 <br />
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