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• for the surface mine, or in some instances, for the P3 haul road. In a few locations in Cow Canyon, <br />survey simply "filled in" some gaps in covered territory between the surface mine survey area and <br />the P3 haul road and P3 portal block survey areas. <br />The water line and P3 portal power line in Cow Canyon were covered as a corridor that <br />extended from a point 200 feet northwest of the power line centerline, to a point 200 feet southeast <br />of Cow Canyon Creek. The water line is proposed to be laid along the creek. Surface inventory was <br />halted at the mouth of Cow Canyon, and did not continue across the valley floor of the Purgatoire <br />River, due to complete lack of surface visibility. The power line corridor was inspected by <br />reconnaissance means for evidence of surface features and above-ground structures. An open trench <br />inspection is recommended for the water line to compensate for the lack of surface visibility. The <br />power line for the load out was also covered only at the reconnaissance level. <br />The P3 haul road realignment, and the rail spur, were covered as 400-foot-wide corridors <br />centered on the mapped centerline. The northern part of the rail spur corridor is located on the valley <br />floor of the Purgatoire River, and visibility here was very limited. Because several artifacts were <br />observed, found primarily in rodent backdirt piles, auger probing was used to supplement the surface <br />inventory for the purposes of site discovery and to further investigate the possible source of materials <br />observed on the surface. <br />Test Excavations <br />• Test excavations were undertaken at a number of locations and for several purposes. Most <br />of the testing was directed toward site evaluation and the methodology is discussed in McKibbin et <br />al. (1997). However, some testing was focused on an area of the load out where testing in 1996 had <br />produced a single positive probe in an area with very poor surface visibility. This was accomplished <br />using the Giddings trailer-mounted soil coring rig with a 10" auger. Other testing, as noted above, <br />was conducted along the northem part of the rail spur in areas of poor visibility, partly for site <br />discovery and partly to further evaluate materials that were present on the surface. This testing was <br />completed using a skid steer loader-mounted 10" auger. <br />National Register Evaluations <br />Evaluating sites for eligibility to the National Register of Historic Places is critical to their <br />further management. Sites are recommended to be either not eligible or eligible for the National <br />Register, or are considered unevaluated and more data is required to make a recommendation. Sites <br />that retain sufficient essential integrity (integrity of location, design, setting, materials, workmanship, <br />feeling and association, as applicable) are then evaluated against the National Register criteria for <br />evaluation (36 CFR §60.4). Criterion d is usually applied to prehistoric resources. There are several <br />historic sites within the project area, and criteria a, b, and c may be applicable to those, as well as <br />criterion d. Most prehistoric sites have, up to this point, been evaluated based on the potential for <br />additional materials in datable and intact contexts. However, as work at the project area continued, <br />. the appropriateness of defining a district or rural historic landscape became more apparent. <br />