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5900 36TH AVE W SEPA 015 - 034 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Land Use Decision Documents 2025-04-22
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5900 36TH AVE W SEPA 015 - 034 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Land Use Decision Documents 2025-04-22
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36TH AVE W
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5900
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SEPA 015 - 034 - SOUNDVIEW BUSINESS CAMPUS - VERITAS
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Land Use Decision Documents
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RESEARCH DESIGN <br />DAHPArchaeological Predictive Model <br />The predictive model map overlay indicates that the project is within an area identified as "Survey <br />Contingent Upon Project Parameters: Low Risk" and "Survey Contingent Upon Project Parameters: <br />Moderately Low Risk". <br />' Model probabilities are calculated using information from two general sources —data derived from <br />archaeological surveys conducted prior to model development, and a consideration of the <br />' relationship between these recorded sites and various environmental factors (Kauhi 2009). <br />The approach to modeling settlement systems used by the Washington Department of Archaeology <br />and Historic Preservation (DAHP) presumes that the distribution of archaeological sites on the <br />landscape is non-random and that there is a statistically significant relationship between physical <br />landscape features (e.g., elevation, distance to water, soils, and landform type) and site location. Any <br />predictive model can only be as accurate as the information derived from the set of previously <br />recorded sites used to create it, which means any site identification biases represented in research <br />will also be present in the model. Additionally, because this type of model uses an inductive <br />approach, it is also limited in its ability to characterize the type of site that might be encountered in a <br />' particular setting, since, by design, the causal relationship between identified archaeological sites and <br />particular geographic settings is not considered. More simply put, the predictive model "recognizes" <br />that a given number of archaeological sites have been recorded within a specific distance from a <br />' given geographic features, and it therefore "rates" projects undertaken on a specific landscape as <br />having a high or low risk to encounter archaeological deposits without providing a distinction <br />between historic and precontact sites or between archeological isolates and village sites. <br />This should not be viewed as a failure of the model so much as a function of the model. As noted <br />on the Minnesota Department of Transportation's (MnDOT 2013) Archaeological Predictive Model <br />' webpage: <br />The dependability of these models is a function of their performance. This can be <br />' examined and tested by comparing a predictive model to archaeological field survey <br />results. By comparing known archaeological site locations to the model's predictions, <br />it is possible to determine, with specifiable confidence, how accurately a model <br />performs. It is, in fact, this very approach that gives us confidence in a model and <br />allows us to use it as a predictive tool. Field-testing a model is an essential <br />component of demonstrating its reliability. <br />In this report, the author presents a project assessment that considers the implications of the <br />predictive model but is also informed by an understanding of the geomorphological context, local <br />settlement patterns, and post -depositional processes derived from a review of available <br />environmental documentation and reports of nearby cultural resource surveys (Bush 2013; Piper et <br />al. 2012; White 2008) and surveys conducted on similar landforms (Berger 2009; Landreau and <br />Geffen 2003; Kenmotsu 2008; Rinck and Boggs 2010; Robinson 2004). This deductive approach is <br />designed to not only more accurately characterize the potential for a given project to encounter <br />Tierra Archaeological Report No. 2014-077 15 <br />
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