BRASS/El Pilar 2001 Field Season

Submitted to the Belize Department of Archaeology

Anabel Ford
with contributions by
Rudy Larios, Johan Normark, Paulino Morales, Carmen Ramos,
and Help for Progress

MesoAmerican Research Center
University of California ~ Santa Barbara

   While there are debates on the evolution of the ancient Maya, it is acknowledged that their accomplishments were based on the successful development and management of regional resources in the Maya lowlands over a period of four millennia. This BRASS/El Pilar Program is developing a settlement distribution and density database for the ancient Maya of El Pilar. The data will be gathered over several years, and this report focuses on the results of the 2001 filed season. The objective of the field data collection is to 1) establish an inventory of archaeological remains within the El Pilar Archaeological Reserve, 2) assess the nature and temporal sequence of the settlement within the reserve for management purposes, 3) evaluate factors creating the patterns, hierarchy, and order of the Maya human landscape.

  We have built a regional foundation with a Geographic Information System (GIS) and are working to create an effective and useful Maya forest GIS based field data collection, digitized environmental inputs, and interpreted satellite imagery. The field research for a site-specific inventory of ancient Maya settlements around the urban center of El Pilar is a critical part of the research. The settlement pattern database at El Pilar will increase the resolution of the regional and local GIS data now in development. Our results will present the first GIS approach to Maya settlement and contribute to understanding the evolution of Maya civilization as well as to conservation planning for our world's cultural heritage at the last terrestrial frontier.

 

   The central Maya lowland environment presents a number of diverse resources exploited over the course of Maya prehistory. Between 1500-1000 BC in the Middle Preclassic (Puleston 1973; Puleston and Puleston 1971, 1972; Rice 1976, 1981, 1993; see Ashmore 1981) pioneering settlements focused in areas with perennial water and useful agricultural land, such as Northern Belize (Green 1973; Hammond 1975; 1985). Settlements expanded over the area, focused initially on rivers, then lakes and, ultimately, spread across the entire interior lowland area (Culbert and Rice 1990; Sabloff and Henderson 1989). Evidence indicates that the interior Petén area around Tikal dominated the region in the Late Classic Period, AD 600-900 (Culbert et al. 1990; Martin and Grube 1995; Mathews 1985; Marcus 1993).

   Many scholars focus on the dramatic Classic Maya collapse (e.g., Culbert 1973, 1988), but more mysterious is the long sustained, methodical, growth of more than two millennia widely documented in the archaeological record (cf. Marcus 1993). The expansion of Maya settlements and the evolution of Maya societal complexity were based on gradual rise in population and concomitant agricultural intensification over 40 centuries (cf. Boserup 1965, 1981; Cohen 1977). The centralization process spanned more than 1200 years, supporting the growth of the Classic Maya civilization based on the development and management of the assets of the Maya forest (Fedick 1996; Graham 1987; Sanders 1977).

   There are four basic land resources that together form the range of environmental variation in the central Maya lowlands (Fedick and Ford 1990; see Turner 1978), a resource mosaic utilized by both the ancient and modern populations of the region (see Schwartz 1992). These resources are:

  1. Well-drained Ridges: Primary Production Resources
  2. Poorly-Drained Lowlands: Secondary Production Resources
  3. Riverine-Associated Swamps: Secondary Production Resources
  4. Closed Depression Swamps: Non-Production Resources

   The well-drained zones most preferred by the Maya for farming are unevenly distributed across the region resulting in dispersed settlement patterns (Ford 1986; see also Freidel 1981). They comprise less than one-sixth of the area of Northern Belize, but nearly half of the interior Petén area around Tikal. There is a distinct relationship between the availability of well-drained ridges, settlement density, and the regional Maya hierarchy (Fedick and Ford 1990). These regional distinctions are seen in settlement size hierarchies ranked by both population and settlement area (see Marcus 1993, Flannery 1972).

   The research on the site-specific nature of the ancient Maya economic landscape will build a settlement picture of the urban quality of the El Pilar center and provide a foundation for examining the geography of ancient settlement patterns. In addition, the work will refine a predictive settlement model with field tests for the location of ancient Maya settlements, and develop a geographically based view of Maya settlement pattern dynamics over time from the initial pioneering distributions, through the height of the Maya civilization, and into the collapse. Our objectives will at once provide a basis for appreciating the geographic bases of Maya settlement and will help in the management of these valuable and irreplaceable resources.

   The field methods will follow the strategies developed over the past two decades of work in the region (Ford 1986, Fedick 1989, Ford and Fedick 1992) and tested in the 2000 field season at El Pilar. Expanding on the essential mapping design based on transects, the El Pilar survey is concentrated in the defined reserve area of El Pilar, incorporating the general central urban zone of the site as well as varied topographic and environmental features that surround the monuments. The final survey will embrace the civic ceremonial monuments as well as settlement up to 1.5 km from the civic core zone and incorporate the entire reserve area.

   We have begun the settlement and topographic survey of the 2000-hectare reserve with the compilation of the central control point system into a GIS. The basic foundation of the survey is the terrestrial and GPS control point network (Giardin 1999; Poe 1998, 1999, 2000). This network will be extended and, once complete, all areas of the reserve will be incorporated into one system. We began with the known monumental architectural features within the reserve (Ford 1987; Ford and Orrego 1995; Ford et al. 1998): Chorro, Kum, Pilar Poniente. These major monuments are located with the GPS. The survey beyond the monumental zones is now the main priority. The settlement survey of El Pilar, initiated by the 2001 season, is anticipated to take several years to complete.

   The area of the El Pilar Archaeological Reserve is divided into subsets based on the existing and expanding network of control points and will expand over the course of each season's work to cover the entire 2000-acre reserve. Traverses established for surface reconnaissance along mapped transects are oriented to the cardinal directions using the total station. Paths for field surveys are located with the pace and Burton compass method. Data collected on survey forms record potential sites along with verbal notes on vegetation and topographic changes. These aid in the subsequent mapping phases. The mapping or survey teams follow the surface survey, returning to designated areas to assess the existence, extent, and type of cultural remains. Using a tape and Burton compass method, the residential site sketches are oriented to the transects. The results of these surveys form the corpus of the settlement data.

   Research at the El Pilar core area continued in tandem with the site survey. Target areas with excavations in process were the focus of the 2001 season. The major effort was aimed at the Plaza Jobo area of the H'Mena acropolis. This area has been partially excavated, covered and consolidated through field seasons since 1996. Examinations around the plaza interior, evaluation of drainage areas, and the opening of the original entrance to the plaza were the aims of our season. The objective was to create the context upon which to design a complete consolidation program for that zone. Removal of collapse in strategic parts of the plaza to understand the access ways to the plaza and detailed mapping were conducted.

   In addition, attention to Plaza Copal at the front of EP7 was examined to determine the state of the tunnel entrance. The western and front entrance to the tunnel was consolidated leaving the eastern and rear excavated entrance of the EP7 tunnel with a locked door entrance. Also, we conducted an assessment for the development of the façade of EP7. The deteriorating roof over the stair was removed and the stairs covered with a protective mantel of earth after completing an evaluation of consolidation strategies.

   The basic field research is only one facet of our focus at El Pilar. The BRASS/El Pilar Program continued its commitment to strengthening the infrastructure at the site. This included repairs of equipment used by the caretakers, supply of new equipment for the site maintenance, repairs on the trails, replacement of trail signs, painting the trailhead signs, landscape development, and Amigos de El Pilar orientation. New rest areas were established, picnic stops developed, and trails oriented. This included the full development of the Tzunu'un Maya Forest Trail Guide. The text of this guide had been completed in 1998 and was included in the 1998 field season report to the Department of Archaeology. This season, the project photographer, Clarissa Guggenheim, produced the illustrations for the guide. This pamphlet-sized trail guide is to be sold by Amigos de El Pilar.

   The Tzunu'un Maya Forest Trail Guide was assembled and the layout prepared in PageMaker. The design was submitted to Help for Progress and, with the support of the Department of Archaeology and the Protected Area Conservation Trust, was published for distribution in July 2001. The comprehensive El Pilar Trail Guide has also been written and submitted with 2000 field season report to the Department of Archaeology. This is currently in the design and layout phase for publication by the end of the year in collaboration with Help for Progress.

   Work on park resources was accelerated to meet the needs of the Fiesta El Pilar. The 2,500 visitors came to El Pilar from the local area, the regional, as well as international travelers all joined in a day of celebration with cultural events, indigenous foods, arts and crafts sales, and family enjoyment. After the Fiesta, overall assessments, maintenance, and trail redesign were required to compensate for the large influx of visitors. The growth in popularity of this celebration over nearly a decade suggests that a re-evaluation of event management and organization is needed. One strategy for future events is to hold the cultural events at the village and the field events at the site.

   The fieldwork at El Pilar maintained its traditional outreach components with the development of the demonstration Maya forest garden and inclusion of traditional cultivators from the community. This aspect of the program ranges widely and is based on the needs and requests from the community. Work with the Amigos de El Pilar included workshops and discussions with the membership and included: outreach and external relations, leadership and internal relations, and finance management as well as tours and presentations about El Pilar. Collaborations with the NGO Help For Progress promoted interactions with the local tertiary schools, with media, and with the development of a local bibliography on the forest garden.

   The El Pilar philosophy is a collaborative one, designed to build bridges from the community to the protected area with the help of the private sector, the government, and science. The combined activities of the BRASS/El Pilar Program work together to fostering local investment in the El Pilar Archaeological Reserve for Maya Flora and Fauna.

   The objectives of the El Pilar settlement survey are to detect the location of cultural remains, ecological zones, and topographic relief within the El Pilar Archaeological Reserve for Maya Flora and Fauna. The cultural remains include architectural features, storage chultuns, reservoirs or aguadas, quarries, terraces, agricultural alignments, and parapets. Ecologically, the survey records vegetation patterns, forest cover, height of canopy, dominant trees, as well as and disturbances such as logging roads and milpa clearings. Survey crews also make notes regarding the topography of the area and these are followed up with GPS and transit elevations. All of these features are designed to be located by the UTM (Universal Transverse Mercator) grid for comparative spatial utilization and incorporated into a GIS database for distribution.

   This season the El Pilar settlement survey focused on the west side of the monumental area of Nohol and Xaman Pilar. The aim of the season's work was to map the area north, south and west of Bryan & Murphy Causeway in an effort to determine the relative access, settlement relationships, and drainage limits. The overall objective for the research was to study the relationship between topography and drainage with respect to monumental and residential structures at El Pilar. House remains, quarries, aguadas, monumental architecture and other cultural modifications of the landscape were therefore of great importance. The location of the residential and other cultural features provide a foundation for the investigation of patterning in relation to soils and water management and for the development of the settlement chronology of the city. Future seasons will feature test pit excavations for chronological materials and soil samples within the surveyed and mapped area. Results from these studies will provide information on Maya cities and the use of causeways.

   To identify and locate the cultural remains, our survey strategy involved several steps. We set up five transects that ran in east-west direction. Initial setup for the survey phase and additional precision surveying was carried out with a Topcon GTS-203 total station. Control points established in previous seasons with the Topcon and with Trimble TDC-1 GPS units provided our starting point. In addition, tape and Brunton compass were used to map the individual mound groups on paper.

   The transects were set up at 250 m intervals and originally did not extend beyond Easting 271350, between Nohol and Pilar Poniente. Later in the season we were able to extend one transect beyond Pilar Poniente. Transects were established with the transit and the survey coverage was completed with a Brunton compass. The transects provided the backbone for the survey, the fixed mapped points upon which the mapping operations relied. Each transects had different lengths depending on their starting and ending point. The survey provided 120 hectares of coverage and presents a complex view of the city residential settlements.

   The transects were labeled after the starting point which was a benchmark with known UTM coordinates. The first transect started at control point A2, on the edge of Plaza Copal in the southern part of El Pilar. It was originally 500 m long but was later extended to 1400 m to go beyond Pilar Poniente. The second transect, E10, was 700 m long. The transect E10 was laid out to the south of A2 and tied into the 1962 control point established by the Interamerican Geodedic Survey the roads of the region were mapped. E10 is an important point in the El Pilar system as this benchmark provides our only elevation for the site. North of A2, we established the transect F2 at Plaza Faisan. Transect F2 was 500 m long. The forth transect was N1W starting north of Plaza Lec. This transect was 500 m long, The last transect to be set up was N16W, based on a control point set up in the settlement area north of the El Pilar monuments. This transect was the shortest one, only 300 m in length. The total area surveyed and mapped was approximately 120 hectares, including an area adjacent to Kum, a minor center 2.5 km to the northwest of Pilar Poniente.
   Topography is a critical part of the understanding of settlement patterns, monument access, and water management. The area around El Pilar is composed of hills and flatlands. Our surveys demonstrate a distinct preference for the hills, yet there is occupation in the wide expanse of low areas between the monumental sections of Nohol and Poniente. Consequently, topographic data were a high priority. As we set up the baseline for each transect, we also shot topographic points. These were taken to the north and south of each baseline as far as there was laser visibility in the forest. We were able to expand from the transects to incorporate more topographic points along the survey paths (picados) of the A2 transect, thus providing more points further from the baseline. The primary goal in this phase was to map hills and flatlands that are important features in the topography of El Pilar.
Transect Start point Northing Easting Elevation End point
E10 E10-1 1908472.252 272014.786 228.46 E10-28
A2 A2-1 1908717.574 271825.179 226.04 A2-61
F2 F2-1 1908967.88 271808.335 218.05 F2-20
N1W N1W-1 1909229.89 271794.072 226.59 N1W-20
N16W N16W-1 1909468.441 271625.211 199.24 N16W-12
Northing Easting Elevation
1908561.461 271344.097 217.67
1908720.236 270434.464 207.99
1908971.487 271335.478 205.59
1909234.14 271320.761 201.86
1909469.222 271351.299 196.28


   The basic methodology of the survey was to establish a baseline from which small side paths (picados) could be established to facilitate survey coverage. From the baseline, picados were cut in north-south direction. These were 125 m long on either side of the baseline and 25 m apart along the baseline. Each picado was named after the baseline origin point, for example A2-18N, was the 18th picado north of baseline A2. Every picado was marked off in the field by a stake and flagging tape. These stakes had known coordinates in the UTM grid determined with the Topcon transit system. This system, and modifications there to, formed the process by which we accomplished the survey for 2001. When the A2 transect was extended beyond Pilar Poniente, we decided to extend the picados 250 m from the baseline. This allowed us to cover a larger area without establishing more transects. A team made an initial assessment of each picado, noting cultural, ecological, and terrain features surveyed along the path.

   The survey crew consisted of one crew chief, surveyors and workmen. The crew chief assigned different picados to the crew. The crew chief also kept records on a daily survey notes form where he or she wrote down which picados were surveyed and by whom. General notes on what was found along the picados were also recorded on this form to augment the picado survey forms.

   The surveyor's notes included a variety of notations. Vegetation changes such as thick bush, high canopy, ferns, low or high visibility was recorded. Logging roads and other contemporary features that were clearly visible were noted since they can help to relocate areas in the future. Logging roads are also indications of disturbance of the cultural remains.

   Ancient quarries were recorded as examples of features that are important in the understanding of land use in the past and for the consolidation program at El Pilar for the future. These areas provided stone materials for the construction of El Pilar and could provide a resource for the consolidation work at the site. These areas are potential locations of good stone material for development of the cultural resource of El Pilar.

   The surveyor's reporting included areas with little vegetation cover and useful in the location of control points with the GPS. The development of our control point system is dependent on the combined strategies of terrestrial survey and GPS. We have found that the best GPS results are found where there is greater sky visibility.

   Another important feature recorded in the surveyor's notes and drawings was the presence of looters trenches. With continued presence of caretakers at the monuments of El Pilar and our through program to protect the monuments, most of the looter trenches have been back filled. This has increased the awareness of the problems of looting, but not the resolution. Our surveys have revealed evidence that the smaller structures around the site have not been equally protected. This underscores the need for community participation in the protection of the cultural remains of El Pilar, as well as other sites of the local area and the Maya forest as a whole. There is remarkable architecture around the main monuments of El Pilar, and as we survey more of the reserve, we are finding that there are minor monuments as well. Most of the larger architectural remains of these minor monuments are looted, presenting problems for not only the conservation of cultural resources but also more critically for the archaeologists, the understanding of prehistory in the area. Looting is a serious risk that the site faces, as its presence becomes better known. The Amigos de El Pilar are in an excellent position to assist in alerting the people to the problem and to partner with authorities in the development of a solution.

   The initial pedestrian survey targets areas for more intensive coverage and mapping. The targeted cultural remains identified in the initial survey were each revisited for the final determinations and to develop the detailed maps. The mapping team consisted of at least three people. The mapping crew used the initial sketch from the picado survey to relocate the potential features. Where confirmed cultural remains were found, they began the mapping process. This involved the establishment of a datum point within cultural features for the detailed mapping to proceed. The cultural features were then plotted on graph paper using tape and Brunton compass.

   Our methods evolved in the field were based on experience and knowledge. The objective was to develop composite sketch maps of each residential unit and other cultural features and to locate the area relative to the greater map of El Pilar. The methods to achieve the desired results changed over the course of the season.

   In the beginning, the mapping teams drew the detailed sketch maps in the field of features as they were encountered. Later on, we took notes on the features and their locations with the compass with the measurements and compiled the maps in the lab. Both methods have their advantage. The field mapping was good when the crew was new and inexperienced. It helped them to check their drawings before giving them to the survey director. The field note-taking and lab compilation was more efficient when the crews were experienced. We found was that we could cover a larger area in the field if we compiled the maps in the lab.

 

Following the field survey, data was processed in the lab and the cultural features mapped were completed for inclusion in the final maps. Collected coordinates from the total station were entered into ArcView to plot the survey zone. The sketch maps were logged in by the location of the datum from a known point on the baseline.

   We have devised a system for labeling the cultural features at El Pilar by reference to the UTM grid. Each feature, single structures, and groups will be labeled according to the system will be given an identifier that corresponds to a portion of the UTM-coordinates. To minimize the amount of numbers of our identifier and to insure location specificity, we dropped the first two coefficients in the Northing and the first one in the Easting. The coordinate would also be rounded to the nearest decimeter, since features are normally more than ten meters apart. A labeled feature within the system with the coordinates of N. 1908717.484 and Easting 271375.038 would be labeled: 0871 - 7137. In this way, we will be able to enumerate all features in the reserve.

  

   The management of protected areas in Mesoamerica face a number of challenges, among them strategies for collecting and comparing data collected by on-site park managers and research projects within the areas. As natural and cultural environmental data for specific areas are accumulated, systematic strategies of data collection and recording is essential. The Wildlife Conservation Society, WCS, has set in motion a series of environmental monitoring protocols for the greater Mesoamerica area and specifically for the regional Maya forest of Mexico, Guatemala, and Belize. These protocols are designed for use in the region. One new area for implementation is the El Pilar Archaeological Reserve for Maya Flora and Fauna, a special case of a protected cultural and natural zone crossing the international boundary of Belize and Guatemala. To expand the application of the protocols, the El Pilar Program team effort has focused on the establishing a control point system that will anchor monitoring data collected within the 2000-hectare reserve. Here, we outline the fieldwork, data processing results, and activities that set the stage for long term natural and cultural environmental monitoring at El Pilar.

   Data collected at El Pilar are part of a long-term research, development, and conservation program designed to promote greater conservation awareness of resources of the region. To pursue the cross-scale Maya forest research linked to El Pilar, the three conceptual scales have to be managed together. The use of the Geographic Information System, GIS, assists in the management and integration of data from the region, the local zones, and the site-specific areas.

The three scales are:

  1. Small-scale analyses embrace the largest area and include the entire Maya Forest region. The range of scale runs from 1:250 K and greater and incorporates the data from diverse areas of Maya Forest (south Mexico, north Guatemala, and Belize).
  2. Medium-scale analyses include local focus and greater data detail. This scale ranges around the scales 1:50 K - 1:20 K and incorporates local areas such as El Pilar Cayo - Belize and Tikal in Guatemala.
  3. Large-scale analysis is site-specific and is highly focused in character and detail. This is the level of resource monitoring based on controls within the El Pilar reserve area. This scale range runs from 1:6 K and less and concentrates on monitoring and inventories for the EL Pilar Archaeological Reserve. The data are collected as inventories, maps, excavations linked to control points. The control points are the most basic level of location information for El Pilar.

Large Scale Control {Point Propagation Survey Methods

  Mapped Areas Environmental Features Specific data
Georeferencing 3 inter-visible control points Control Points UTM 2*2 grid
Method Carrier mode processing: 45min Differential correction

GPS with carrier mode processing
Or
Terrestrial transit survey with least square adjustment

GPS or terrestrial transit set up from control points
Accuracy < 10cm < 10cm 10cm
Survey Total station Total station Laptop
Drawing GIS / CAD CAD GIS
Accuracy 10cm 10cm The unit

Equipment

  Instrument Datalogger
GPS Mono-frequency Dual-frequency quicker GIS Datalogger like TDC1 If possible: Trimble TSC1
Total station TopCon GTS 203 TopCon FS Husky If possible: Trimble TSC1
Laptop Simple laptop, resistant to the weather

   The development of the surveys and the establishment of the control point system are based on the foundation of work related to the mapping phased of the major architecture at El Pilar. These data points were established based on a local independent project grid system oriented to magnetic north in 1993. To create a site control point system that tied into the reserve boundaries and promoted a location system with reference to the region required conversion to the UTM grid. This was accomplished mathematically. Once this basic data were available for the El Pilar marker system, we were able to re-survey the internal system for accuracy. From this base we designed a control point propagation system founded on the core network and the boundary survey.


   The control points for the internal El Pilar system were corrected using the UTM designation for the El Pilar Archaeological reserve boundary survey of the Belize Department of Land and Survey. The fixed point is called SBM1 and is referenced by the Belize Department of Lands. This is specified in the statutory description of the El Pilar Archaeological Reserve for Maya Flora and Fauna (Ancient Monuments and Antiquities El Pilar Archaeological Reserve for Maya Flora and Fauna order, 1998 Statutory Instrument No. 54 of 1998). We have used as our elevation the results of the Inter American Geodetic Survey Marker E 10, also used in the original El Pilar reference system.

UTM 16N WGS84

Point Northing Easting Elevation
EPB1 1908269.129 271999.533 240.363


   We have found that there are some discrepancies among systems and have been working to resolve the variations with the support of Keith Clarke of UCSB. A listing of the core control points for El Pilar are given in Appendix I.

   Additional propagation of the control points continued with the research activities. First, the archaeological settlement survey involved extending control points using the transit and the GPS. Additional control points were established in the environmental assessments in relationship to botanical surveys. Finally, the reassessment of the survey boundaries lines for the fauna monitoring provided checks on the boundary survey points.

   Work on the north part of the reserve resulted in the extension of the control point system to the north up to the northern boundary.

   Survey work to the east resulted in the expansion of the control points between Nohol and Xaman Pilar on the east and Pilar Poniente and Kum in the west. Both in the north and in the east, ancient Maya settlement, status of the vegetation, topographic relief, and other features were documented.

   One of the major concerns for data collection in the reserve is the quality of the control point system. Over the past several years we have developed methods for the expansion of the control point system and have been successful in using a combination of strategies that provide coverage for the current research in cultural and natural resources of El Pilar.

   Five control points were set out this season. They were concentrated on Transect A2. Two control points were fixed between Nohol Pilar and Pilar Poniente (A2-19 and A2-20). The other three were located at Pilar Poniente (PP1, PP2 and PP3).
Control Points Northing Easting Elevation
A2-19 1908717.484 271375.038 213.784
A2-20 1908717.560 271349.658 213.717
PP1 1908645.952 270857.813 230.587
PP2 1908612.703 270864.990 231.049
PP3 1908576.856 270843.354 229.367

   One GPS point was also taken at Kum (site 13-6-A). The northwestern corner of the platform south of the northern aguada has the UTM coordinates: Northing 1910768 and Easting 269462. This was used to locate the whole complex within the UTM grid.

   Our final work was associated with the review of the reserve limits, the clearing of the boundary line, and the development of a resource monitoring design with the assistance and support of Roan McNabb and the trained monitoring crew from Uaxactun. The El Pilar boundary clearing was an arduous job undertaken in the last part of the season and with the direct support of the Department of Archaeology. Every year from 1996 through 1999, the BRASS/El Pilar team included the boundary brecha clearing as part of the field season's work. In 2000, the Department of Archaeology took over the job, and in 2001 we jointly worked to make the boundaries of El Pilar clear and well delimited. This is a critical part of the management of the reserve and the vast resources within it.

   The boundaries of El Pilar cross over a wide variety of environmental zones and serve as a means of monitoring more than just incursions and infractions. Once the southern boundary was cleared, we worked with Roan McNabb Wildlife Conservation Society to train Amigos de El Pilar in the monitoring protocols for faunal surveys. The phasing of the monitoring training on the boundaries with the training of the El Pilar crew in the monitoring protocols was successful. The south boundary was selected, as it is accessible, most threatened with incursions, and crosses a variety of resource zones representative of El Pilar. There are hills, streams, tall canopy, and regenerating forests. In addition, there were new burned areas identified within the reserve boundaries. Amigo de El Pilar members easily recognize plant and animals communities that are associated with these distinct vegetation zones. The Uaxactun crew was able to experience a new area, work with fellow campesinos, and demonstrate techniques for the El Pilar program and the Amigos de El Pilar. We now have a monitoring strategy based on the baseline transect of the south boundary line of the El Pilar Archaeological Reserve for Maya Flora and Fauna.

   The El Pilar Archaeological Reserve for Maya Flora and Fauna incorporates about 2000 hectares total, embracing the city core of El Pilar. From previous survey efforts, we have identified the presence of large architectural features across this protected area. Temple complexes of varying sizes have been found within the boundaries of the reserve. The past two years work on the development of the archaeological survey, inventory, and analyses has provided a base for gathering an inventory of cultural remains for management and for research. While it will take some years to create the full inventory for the reserve, we now have an established system for survey coverage, mapping conventions for documentation, and a control point propagation design to further the work. This survey strategy will provide documentation for the cultural inventories as well as a means for working with the environmental inventories.

   This season, with the established survey system, we were able to cover more than 120 hectares. Combined with the 30 hectares covered in 2000, we have been able to cover a total of more than 150 hectares. This coverage is less than 10% of the 2000-hectare reserve, but we have been in the experimental phase of the work. This initial phase has provided a basis for understanding the methods and techniques for developing the long-range strategies needed to complete the survey.

   In general, the ancient Maya settlement seems to cluster where there is topographic relief. Low lying and flat areas that experience inundation during the rainy season did not attract many prehistoric settlers. The lower lands have sparse evidence of settlement. This is not surprising as the average rainfall from June through December is 2000 mm.

   Hill slopes rising from the low areas appear to be devoted to limestone quarrying. Quarries are a dominant feature of the area, and this certainly relates to the long period of construction at the monuments of El Pilar beginning around 500 BC and culminating in the Terminal Classic Period from 900-1000AD. In the final centuries of expansion, El Pilar covered nearly 50 hectares in public architecture with major civic plazas, restricted private rooms, and dramatic causeways. Throughout this whole sequence there is evidence of monumental construction, façade plastering, and plaza amplification. All this involved limestone building blocks, construction fill, and lime for mortar and stucco.

   Around the monuments, the residential component of the Maya spread respecting the topographic assets and limitations. Households large and small characterized the city inhabitant's residences. Superficial evidence from the fieldwork suggests that there are many residential units of considerable size, comparable to those found around Tikal. In addition, there appears to be the presence of minor centers, such as Kum in the west and Chorro in the east, all within a 3-km radius of the main core of El Pilar.

   Kum is a minor center, 3 km northwest of Plaza Copal, and 2.5 km from Pilar Poniente. It was originally sketch mapped in 1998. This year we made some additions to the map, clarifying features and modifying structures. There are several house mounds to the west. We could not verify the ramp/causeway that is indicated on the earlier map. We established one GPS reading from the site to fix it to the UTM grid.

   Mapped residential units are presently scheduled to be analyzed and labor investments determined for comparison with the greater BRASS surveys of the 1980s. In addition, comparisons will be made with Tikal and the rural settlement between Tikal and Yaxha to assess compositional similarities, wealth distribution, and patterns of compounds. These wider comparative analyses will help to bring the urban qualities of the Maya at El Pilar into the context of the Maya forest developments.

   The density of the residential sites is high, from 200-300 structures per square kilometer. This density is comparable to those of other major centers in the Maya region. The settlement density varies across the landscape of El Pilar. The density between the major architectural components of the east and west El Pilar is relatively high. Density drops of markedly to the west of Pilar Poniente. A few large plazuela groups dominate the area to the west, but most of the area has few remains.

   We also had time to update the map of Pilar Poniente. We added several lower structures near the monumental core area as well as a several chultuns, all within the main plaza area. The looter's trench that penetrates the main eastern winged structure, PP1, has been investigated, and the exposed building sequence identified.

   Of critical importance in this tropical environment is the access to drinking water during the dry season. Dispersed across the landscape surrounding El Pilar are water impoundment devices called aguadas and storage areas know as chultuns. The aguadas undoubtedly functioned as water reservoirs. They regularly occur in low areas where drainage is directed and are often in clay-soil areas that retain surface water. The function of the chultuns has been seen as problematic and has received much attention in the literature over the past decades. Normally carved into the limestone, the chultuns of El Pilar, similar to those of the greater Peten, are in areas near and between settlements. They are not lined nor have evidence of plaster. Often there are capstones nearby revealing that they were covered if not sealed. These have been assumed to be for dry storage, as water would not be retained through the porous limestone.

   In the course of the survey and associated with the topographic survey, we located several dry channels around El Pilar. These channels clearly carry water and lead us to question the nature of these features. Whether they are natural or constructed ditches or channels for water cannot be determined at this moment. One of these channels is particular deep, over three meters, and runs along the foot of a hill that is west of Pilar Poniente. This channel is directly associated with a spring and has been maltreated by repeated clearings that have subsequently dried up the surface water. Some of the channels found in the survey lead to and through linear walls features we have called parapets.

   One channel is associated with Bryan & Murphy Causeway. There is a break in the causeway wall at the point where the channel crosses the causeway. The breaks in the parapets of the causeway allow for water flow across the causeway from the southeast since the terrain is higher to the southeast slopes gradually down to the northwest. Where the causeway reaches its lowest point, the channel exposes stone. The creek bed disappears and we suspect that the water moves in a subterranean channel from that point on towards Labouring Creek. To the west of this channel is the base of a low and heavily quarried hill. The Bryan & Murphy Causeway parapets continue up the slope. The southern parapet seems to end (or start, depending on your perspective) in this quarried slope. The end of the northern parapet is more interesting. A few meters west of this northern parapet is a large looted mound that is contiguous with the parapet, apparently in line with the wall. Farther west of this looted structure is the quarried hillside that abuts the south parapet of the causeway 30 meters away.

   There had been indications of a second causeway offset and continuing west from the Bryan & Murphy Causeway on the Chikin side of El Pilar. This linear feature appears to have only one parapet and, while sufficiently wide to allow for a walkway, and differs from the Bryan & Murphy promenade. The Chikin feature consists only of one parapet of 125 m in length, with an extended platform on its eastern end that sits south of the terminus of the Bryan & Murphy Causeway. This parapet also goes in an east-west direction but is not as direct as the causeway from Nohol Pilar. The Poniente Causeway has two breaks very close to each other. The westernmost of these breaks is at the foot of a hill that supports a large cluster of structures in a plaza group. At the parapet break, there is a creek bed running that may have directed water from the top of the hill. Whether the parapet is just one narrow raised causeway or if it was a wall-aligned causeway under construction requires more investigation to determine.

   A third and fourth parapet identified in this year s survey differ from the others. These parapets are relatively short, 35 and 50 m long, and they run in north-south direction. Both of these features are on flat ground and are about 0.5 m high. These straight alignments are similar to feature seen north of Transect N16W. These features are curvilinear alignments of 20-30 m in length that could be walks, drainage directors, or simply piles of rock from clearings of agricultural activities. Similar feature have been noted elsewhere in the El Pilar surveys at Laton, 4.5 km south on the El Pilar transect, and near Kum where a very low, 30 m long alignment was identified.

   These causeways, parapets, and alignments are unusual features that are not reported anywhere in the literature on ancient Maya settlement surveys, but are distinct features of the El Pilar landscape. While the obvious causeway demonstrates interest in linking the residential components to the civic and public architecture, the curvilinear features are more obscure. These features are clearly related to the residential domain and consequently of domestic importance. Since they do not seem to separate households, divide terrain, or connect groups, their functions are not clear. As we continue the surveys, launch the test excavations, and better understand the features of the El Pilar landscape, the features will reveal their purpose.

   Cultural heritage conservation combined with visitor access has been a dominant theme of the work at the monumental core of El Pilar. Our work of the 2001 season consisted of structure stabilization, access evaluation, trail management, and forest garden development. The work was divided between various charges. All ancient architectural resource exposure, conservation, and stabilization were under the explicit direction of Rudy Larios. Trail management fell to Eduardo Gonzalez along with the Amigos de El Pilar. The Forest Garden team was lead by Heriberto Cocom, president of Amigos de El Pilar. This remarkable collaboration resulted in the completion of the initial investigations of EP7 of Plaza Copal in the south, the continued development of Plaza Jobo in the north, the creative presentation of the site at the Fiesta El Pilar 2001, and the publication of the Tzunu'un Maya Forest Trail Guide.

Our objectives at EP7 were to reveal the winged temple façade and to identify features that would typify the building for exposure in the future. This project involved several facets:

  1. Fabrication of a retention wall in the extreme west of the tunnel and below the final stair of the Late Classic Period to give structural strength to the consolidation and eliminate the entrance to the tunnel form the Plaza side.
  2. Develop a stable fill in the 2 by 2 meter test pit in front of the stair that gave access to the tunnel and to cover the entire refilled pit and stain with screened earth to protect the architectural features for later development.
  3. Prepare a plan and profile of the architectural features, along with the projected costs of judicious exposures for view from the plaza area.
   To begin the work at Plaza Copal, we initiated a transit survey of the excavation and tied this into the existing control points on the Plaza. These set the stage for the plan and profile preparation as well as the retaining wall construction that would eliminate the west entrance into the excavation tunnel. Efforts were made to create a solid wall for the tunnel while at the same time considering the issues of water percolation and air circulation. We installed PVC tubes in the wall for air that can be closed while unoccupied and opened for continued work within the tunnel. When the conservation work was complete, the old thatched champa that had protected the open stairs was removed and the area was left open to be enjoyed from the sheltering tree in overhead. Our estimates to open and consolidate exposures under the canopy of the trees are presented in Appendix II.
   The investigations of Plaza Jobo have presented great tests to our hypotheses of the complex architecture of the H'Mena Acropolis of the northern portion of El Pilar. In 1996, our first tests into the area were intended to devise a protection for an exposed corbel and to identify the stairway to the highest temple of El Pilar. This effort revealed a beautiful room in structure 22 and several other rooms where we had thought a stair would be. Stabilization of the architecture took several more years with a large lamina roofed area and consolidated walls below. Our objective for 2001 was to open what we hypothesized was the principal entrance into the patio area of Jobo so that visitors to could gain an appreciation for the unique enclosure. These attempts were thwarted not for our own efforts but for those of the Maya. Entrance into the Jobo Labyrinth was not an easy matter as our excavations of the 2001 season reveal.

   Experience with Maya construction in general, and the nature of accesses identified around El Pilar in specific, suggested that the main entrance into the Plaza Jobo was through the northern area between two prominent buildings. We set up the excavation grid based on the control points N14 and N7.

Control Points: N14 = N.1909106.909 E. 271886.931, H. 234.772
  N7   = N1909123.447 E. 271679.148, H. 225.775

   The procedures of the BRASS/El Pilar Program have been consistently developed and standardized for comparability from year to year. All unit levels were excavated following natural stratigraphic levels wherever possible using hand tools (wrecking bar, shovel, pick, pick-a-hoe and trowel) and screened through a 1/2" wire-mesh screen. All lithic and ceramic artifacts larger than a Belizean quarter were kept for analysis. Any special artifacts, such as obsidian prismatic blades, bone, and shell pieces were retained no matter what size when recovered. Charcoal samples were taken when the quantities would be enough for accurate radiocarbon analysis. Strata were defined in terms of soil type (i.e., sandy, loam, etc. from the PCA Soil Primer), dry soil color (with a Munsell Soil Color Chart), and size, type and percentage of inclusions (sizes range from boulders, cobbles, gravel and pebbles; and type generally ranged from limestone to chert).

   We intended to remove the collapse between the new exposure and the consolidated sections to insure the safety of the walls. In addition, since we had recovered mosaics in the patio area, we anticipated that we would encounter more mosaics as we cleared the interior area. The exposure layout was as follows:

  Exposure N-S: E. 271876.00 and E. 271878.00
  Initiated in the N: N. 190098.00
  Ended in the S: N. 190080.00


   The work revealed a wall on the north impeding access from the north into the Jobo area. The wall was in particularly bad shape and gave the appearance of having been partially dismantled in the past. The rooms of this building presented themselves in sequence with a back room and bench accessed from the patio through an anteroom. At each room the level of the floor rose into benches each higher that the preceding one.

   With the absence of a passageway from the north, we deliberated as to the next steps given the nature of the enclosure of Jobo and the more natural ways one might expect to enter. We set up a second examination on the East, outside the plaza to investigate the evidence for a doorway and entrance into Jobo. The second layout was situated as follows:

  Exposure E-W: N. 1909084.00 and N. 1909086.00
  Initiated: E. 271896.00
  Ended: E 271879.00


   The result of the eastern examination was the same: there was no door on the east that would permit entrance from that direction. The wall was in bad conditions and while the masonry was of good quality, only the last two moldings remained in tact.

   With still some hope of central access-ways into the Jobo area, we turned to the south and began a tentative exposure in that direction. Here we hoped to encounter a doorway that would have permitted the exit from the patio. Continuing on the axis of the first exposure excavation, we did encounter a door that, for a moment provided a clue to access. With careful examination, it became clear that the doorway was initially narrowed and ultimately sealed completely with stone. This canceled any possibility to enter or leave from this door, at least in its final stages.

   After these simple examinations for the entrance to Plaza Jobo, we are still without an answer. Yet, we do have more knowledge of the Plaza Jobo. First, no entrance to Jobo was oriented in the centers of the patio enclosure. Second, privacy was of prime importance for the area. Finally, gaining entrance to the area was restricted and by no means an easy matter. Several potential avenues for investigation present themselves. There is an unusual depression in the SE of the patio that could be an access way from that angle. Another possibility is that of a secret entrance in the west associated with interior rooms out to Plaza Manax. Finally, we might consider access to the south in another area of the patio.

   Locating the access to Jobo will require major excavation and consequently major resources for the investigation and subsequent stabilization. The patio and its buildings are well conserved and worth the effort for display. They will, however, need substantial investments in consolidation based on the careful exposure and excavation of the space.

   The exposures of Plaza Jobo have helped to illuminate new details of the constructions of the patio area. As with all long-term construction projects, the enclosure of Jobo was a process of remodeling and the work of this year has helped us understand at least a part of that history. At this point in our work at this area, we have exposed about 50% of Str 20 and 25% of Str 22. In addition, we have gained some insights into the other buildings of the space.

   As we were aware, Str 22 experienced many remodelings as reflected in its masonry. In one part, the masonry is of well-shaped large and uniform blocks that are only found in the rear and north wall. We now associate this bearing wall with the central wall of the structure exposed in the current excavations. It seen is that the original structure was constructed to divide plazas Manax and Jobo. This main structure was remodeled with additions to the front and side, changing the original facade of the early building to interior walls of later building. The result is a fully integrated building that has as its central block a fine block building.

   The later additions to the main building were accomplished in an distinct masonry style using small stones and a somewhat casual construction. Since all this was ultimately covered with stucco, the original masonry would not have been visually important.

   Modifications of the interior spaces were also ongoing over the course of the use of this area. The northern room is the oldest component of the exposure and has a bench at the back. The form could be an L, such as the one inside on the west, a U, or even occupy the entire rear of the room. Later, when the room to the south was integrated into the structure, another lower bench was added, making the rise to the rear bench by a small step. Later the lower bench was extended into the new room to the south. The entire façade of the building has a basal molding for the foundation and a wide terrace before the step into the patio.

   The floor of the patio of Jobo is one that extends beneath the floors of the rooms on the north. The same patio level is encountered on the floor in Plaza Manax. While we cannot say with complete certainty it is one and the same, construction strategies of the Maya would require the sealing of the main floor before the construction of the first building. It was not possible to define the same aspect to the north, but it should be encountered when more completely excavated.

   Our investigation of Plaza Jobo is still incomplete and leaves much open to question. Nevertheless, it is clear that the first structure was the northernmost building Str 22. We suspect that Str 21 is contemporaneous based on the masonry. The next phase of constructions were the modification of Str 22 that integrated Str 20 at the extreme west. Finally, the piers were added and the façade with the mosaics was established. The outside and north wall of Str 22 is in an unusual state of damage. Only the final rows of the facing stones are visible. All the façade portions of the wall appear to have been removed before collapse. The full wall may have been standing as we encountered vault stones in the collapse. It would appear that there was some recycling of materials before the collapse. Given the state of this wall, consolidation would involve a significant investment in complements to maintain the wall structure in stable condition.

   The El Pilar Program evolved from an archaeological base examining ecological relationships of the Maya forest. Today, the Program represents a team of local community leaders, regional non-government organizations, national governments, and academic researchers seeking new ways to build a conservation model. The focus is at El Pilar, a newly declared contiguous park spanning the political divide of Belize-Guatemala. As a protected area, El Pilar provides an educational laboratory with potential to reach the immediate community, local students, regional visitors and supporters, as well as international tourists and scholars. To this end, the 2001 field season collaborated with Amigos de El Pilar, Help for Progress, Mesoamerican Biological Corridors, and the Maya Forest Coalition to establish new ways of supporting heritage conservation in the Maya forest.

   Several significant management events were part of our work this year. First, there was the presentation of the Strategic Plan for El Pilar. This presentation occurred in March of 2001 in Cayo, Belize and involved the collaboration of Amigos de El Pilar from Belize and Guatemala. The Strategic Plan for El Pilar underscores the objectives and the activities for the partnership at El Pilar to work and delineates with a time line for the expectations. Next, there was the Fiesta El Pilar that drew several thousand visitors to El Pilar. Amigos de El Pilar and Help for Progress promoted the Fiesta with support from BRASS/El Pilar. Preparation of the site and coordinating on-site security were a major issues. Parking and vehicular traffic are a serious concern for the fauna of the site. Different designs will need to be evaluated for subsequent fiestas. Finally, and most importantly, the Consultative Council El Pilar CoCEP was formed as an advisory board to the management process for El Pilar. The design of the CoCEP is to emphasize regional tourism focused on adventures. There are representatives from the private sector, NGO, government, community science and education on the board. While new, the role of CoCEP can be important in the long-term development of El Pilar and the promotion of the El Pilar Model for the future (Appendix III & IV).

   Over the course of the field season, it is customary for the program team to undertake several projects involving the reserve infrastructure. This year several projects were undertaken to improve the site. Main trailhead signs and guideposts were painted for clear visibility. Trails were improved over all, paths and stairs were replaced, and champas repaired. The champa over the EP7 stairs was removed as it was in very bad condition and, with the consolidation of the excavation pit, we were able to replace a protective mantle of earth over the plaster stairs to eliminate erosion and damage. Protective roofs over rest stops were replaced and rest stops enhanced for visitor comfort. The Duende picnic area was cleaned and the roof checked for leaks. Other areas of trails were improved and maintained.

   These are activities that may often go unnoticed, but are part of a real interest and contribution of the El Pilar Program to the management of the public visiting areas as well as support area of the caretakers. While working with the El Pilar care taking staff, new issues are discussed and solutions explored. Concerns voiced by Amigos de El Pilar and the caretakers are important aspects of the community participation in the responsibilities and benefits of El Pilar.

   In addition to the regular maintenance, we teamed up with the Department of Archaeology and conducted a major clearing of the park perimeter eliminating the brush, removing stumps, exposing the survey markers, and generally making the boundaries visible for the local area land owners and visitors alike. In addition, the southern boundary is now proposed as a fauna monitoring station.

   Finally, two trail guides for El Pilar have been finalized for the Tzunu'un forest garden and for all the trails of El Pilar. The written components of these two projects have been complete for several years awaiting publication. In an innovative collaboration with Help for Progress and with support from PACT, we have published the Tzunu'un Maya Forest Garden Trail Guide and have the composition and layout for the Trails of El Pilar: A Comprehensive Guide. These trail guides are prepared with the visitor in mind and are designed to direct visitors to the unique qualities of El Pilar and the Amigos de El Pilar.

Point Number Northing Easting Elevation Latitude Longitude
A2 1908717.574 271850.516 235.608 N 17°15'07.75909" W 89°08'45.11612"
A3 1908685.288 271864.896 240.206 N 17°15'06.71437" W 89°08'44.61733"
A5 1908665.352 271832.834 233.928 N 17°15'06.05449" W 89°08'45.69488"
A6 1908659.736 271908.430 240.172 N 17°15'05.89918" W 89°08'43.13440"
A9 1908648.885 271852.188 239.777 N 17°15'05.52600" W 89°08'45.03369"
Base_1998 1908281.154 272068.782 239.397 N 17°14'53.64611" W 89°08'37.56547"
BL_BM 1908906.088 271946.256 230.412 N 17°15'13.92390" W 89°08'41.94689"
C1 1908861.362 271949.930 232.273 N 17°15'12.47080" W 89°08'41.80575"
C3 1908747.868 271958.411 229.292 N 17°15'08.78317" W 89°08'41.47604"
C5 1908733.328 271882.663 236.101 N 17°15'08.28298" W 89°08'44.03409"
C6 1908831.115 271888.265 236.100 N 17°15'11.46491" W 89°08'43.88129"
C7 1908904.444 271924.002 229.217 N 17°15'13.86238" W 89°08'42.69940"
C8 1908913.547 271921.917 230.073 N 17°15'14.15767" W 89°08'42.77340"
E10 1908535.366 272063.892 226.504 N 17°15'01.91099" W 89°08'37.82644"
E10 1908535.285 272063.793 230.583 N 17°15'01.90831" W 89°08'37.82977"
EPB1 1908278.684 272071.339 239.372 N 17°14'53.56671" W 89°08'37.47802"
F1 1908972.006 271899.210 221.422 N 17°15'16.05045" W 89°08'43.56387"
F2 1908979.523 271861.520 220.013 N 17°15'16.28127" W 89°08'44.84223"
GPS01T 1908500.247 272056.022 227.989 N 17°15'00.76614" W 89°08'38.07960"
I3 1909066.551 271895.816 234.076 N 17°15'19.12370" W 89°08'43.71426"
L1 1909146.113 271843.269 221.638 N 17°15'21.69196" W 89°08'45.52255"
L2 1909139.570 271818.399 221.797 N 17°15'21.47019" W 89°08'46.36179"
MB 1908765.846 271906.837 236.456 N 17°15'09.34916" W 89°08'43.22823"
N01WCP2 1909259.611 271835.329 227.719 N 17°15'25.37988" W 89°08'45.83399"
N1 1908933.124 271887.843 223.882 N 17°15'14.78194" W 89°08'43.93393"
N10 1909001.001 271890.673 221.576 N 17°15'16.99025" W 89°08'43.86368"
N11 1909018.879 271887.479 225.329 N 17°15'17.57045" W 89°08'43.97849"
N14 1909106.808 271886.931 234.772 N 17°15'20.42958" W 89°08'44.03011"
N16WCP1 1909466.052 271697.595 203.917 N 17°15'32.04325" W 89°08'50.57310"
N16WCP2 1909468.404 271650.269 199.811 N 17°15'32.10260" W 89°08'52.17568"
N2 1908963.325 271936.381 222.408 N 17°15'15.78160" W 89°08'42.30261"
N21ECP1 1909567.729 271790.734 203.473 N 17°15'35.38332" W 89°08'47.45919"
N24ECP1 1909602.341 271819.640 204.196 N 17°15'36.51930" W 89°08'46.49392"
N29ECP1 1909684.880 271832.043 201.047 N 17°15'39.20785" W 89°08'46.10522"
N33WCP1 1909722.671 271804.426 196.957 N 17°15'40.42678" W 89°08'47.05410"
N39AWCP1 1909824.343 271983.282 175.798 N 17°15'43.79767" W 89°08'41.03911"
N39AWCP2 1909869.310 271961.683 175.036 N 17°15'45.25211" W 89°08'41.78701"
N39AWCP3 1909919.463 271951.218 172.696 N 17°15'46.87922" W 89°08'42.16006"
N4 1909056.568 271834.948 223.543 N 17°15'18.77707" W 89°08'45.77050"
N5 1909097.699 271824.189 224.356 N 17°15'20.11069" W 89°08'46.15007"
N7 1909123.447 271879.148 225.775 N 17°15'20.96785" W 89°08'44.29977"
N79WCP1 1910491.664 271955.591 158.059 N 17°16'05.48798" W 89°08'42.22737"
N83WCP1 1910547.746 271995.146 150.882 N 17°16'07.32600" W 89°08'40.90970"
NB 1908763.220 271862.426 236.380 N 17°15'09.24772" W 89°08'44.73022"
NW 1911267.472 268090.226 180.392 N 17°16'29.30616" W 89°10'53.34789"
POS1 1908507.356 272081.488 226.186 N 17°15'01.00650" W 89°08'37.22043"
POS2 1908515.820 272045.094 226.042 N 17°15'01.26858" W 89°08'38.45527"
POS3 1908424.545 272041.392 227.894 N 17°14'58.29910" W 89°08'38.54626"
POS4 1908294.579 272015.913 230.543 N 17°14'54.06360" W 89°08'39.35971"
POS5 1908292.262 272067.262 237.577 N 17°14'54.00678" W 89°08'37.62108"
RP01 1908762.474 271965.320 229.213 N 17°15'09.26063" W 89°08'41.24772"
SBM1 1907392.761 272010.406 261.007 N 17°14'24.73569" W 89°08'39.20733"
SW 1907433.106 268008.538 208.925 N 17°14'24.59088" W 89°10'54.64585"
T1 1909117.046 271818.151 224.999 N 17°15'20.73766" W 89°08'46.36172"
T10 1908574.166 272016.792 228.689 N 17°15'03.15571" W 89°08'39.43499"
T11 1908623.598 271957.563 224.639