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5700 23RD DR W 2016-01-01 MF Import
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5700 23RD DR W 2016-01-01 MF Import
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Last modified
4/2/2018 9:18:51 AM
Creation date
4/1/2017 9:48:28 AM
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Address Document
Street Name
23RD DR W
Street Number
5700
Imported From Microfiche
Yes
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� � � <br /> � <br /> 1 Near the center of the stream craverse, the west slope of Narbeck Creek is characterized by dlted I <br /> cottonwood and alder trees and a concave shape suggestive of ongoing soil creep and shallow <br /> landslide topography. Colluvium was observed in cu[bank exposures at streazn level in this reach, ! <br /> � Similar slope condidons were also noted on the west slope of dx creek near the southern properry <br /> � boundary. <br /> IThe side slopes above the East Fork of Powder Mill Creek, located on the west side of the ' <br /> property, are not as deeply incised as Nazbeck Creek. No significant geologic exposures ware <br /> � observed along the East cork of Powder Mill Creek at the time of our field recounaissance. <br /> Vegetation in this drainage is extremely dense, limiting visibility. The stream bed consists of fine I <br /> sediment. A large storm water detention faciliry was ]ocaud jusc upstream of the properry on the <br /> Isouth side of 60th Street SW. <br /> 3.0 S TR�TIRFA('F Fxnr nuemrnwT <br /> i <br /> I The field reconnaissance and subsurface exploration of the property was conducted by Associated <br /> Earth Sciences, Inc. (AESn in May and August of 1995 during a previous phase of study at the <br /> site. Subsurface exploration conducted at that time consisted of excavating a series of exploration <br /> � piu to gain information about condidons at the site. The various types of sediments as well as the <br /> depths where the chacacterisdes of the sed'unents changed are indicated on the exploration logs <br /> presented in the Appendix. The depths indicated on the logs where conditions changed may <br /> 1 represent gradational variations between sedicients types in the field. Our explorations were ! <br /> � approximately locaced in the field by measuring from lrnown site features shown on a topographic ( <br /> survey of the site. <br /> 1 The conclusions and recommen� s presented in this report are based, in part, on the 21 <br /> exploration pits completed for ttri� ;� and on our slope reconnaissance. The�mber, locadon, <br /> � and depth of the explorations were .�mpleted within site and budgetary constraints. Because of <br /> the nature of exploratory work below ground, extrapolation of subsurface conditions between field <br /> explorations is �cessary, It should be noted thac differing subsurface conditions may sometimes <br /> ! be present due ro the random nature of deposition and the alteration of topography by past grading <br /> and/or filling. The nature and exunt of any variations betwan the field explorations may not � <br /> become fully evident undl construction. If variations are observed at that time, it may be <br /> � necessary to re-evaluate specific recommendations in tl�is report and make appropriau changes. <br /> I3.1 Exploration Pi c <br /> The exploradon pits were excavated with a backhce under subcontract W AESI. The pits I <br /> IQermitted d'uect, visua] observation of subsurface conditions. Maurials encounured in the <br /> exploradon piu were studied and classified in t6e field by an enginaring geologist from our firm. <br /> All exploration pits were bacl�illed immediately after examination and logging. Selxted samples <br /> Iwere then transported w our laboratory for further visual classification and testing, as necessary, <br /> F . <br /> 3 <br /> 1 <br />
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