karst investigation report
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GeologiaTRANSCRIPT
KARST INVESTIGATION OF THE TAILINGS SITE OPTIONS AT PUNRRE AND QUEBRADA HIERBA BUENA
EL GALENO PROJECTSOROCHUCO, CELENDIN, CAJAMARCA
Prepared for:
NORTHERN PERU COPPER CORPORATIONClient AddressClient Address
City, State (spell out) Zip+1-area code-prefix-number
Prepared by:
VECTOR PERU SACJorge Vanderghen 234
Miraflores, Lima 18, Perú511-441-2300
J06.82.03.00May, 2006
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Karst Investigation of the Tailings Site Options May 2006El Galeno Project, Cajamarca J06.82.03.00Northern Peru Copper Corporation
TABLE OF CONTENTS
1.0 OBJECTIVE............................................................................................2
2.0 LOCATION AND ACCESS.........................................................2
3.0 WEATHER.............................................................................2
4.0 GENERAL GEOLOGY...............................................................2
5.0 KARSTIC GEODYNAMICS........................................................35.1 Punrre Area (Option 1)..................................................................35.2 Hierba Buena Area (Option 2).......................................................4
6.0 CONCLUSIONS......................................................................5
7.0 RECOMmENDAtIONS............................................................................6
LIST OF FIGURES
Figure 1 Options for Tailings Site
Vector Perú S.A.C. Calle Jorge Vanderghen 234, Miraflores Lima 18, Perú (51-1) 441-2300-i-
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Karst Investigation of the Tailings Site Options May 2006El Galeno Project, Cajamarca J06.82.03.00Northern Peru Copper Corporation
1.0 OBJECTIVE
The objective of this reconnaissance was to determine the geological and
hydrogeological conditions of two tailings site options, Punrre and Hierba
Buena, respectively, for El Galeno project, Cajamarca. These areas have
carbonated rocks prone to develop karstic process.
Field work consisted on:
Surface geological reconaissance,
Description of the karstic process,
Location of sinkholes, dolines, caverns and water surges, and
Surface runoff and underground infiltration reconnaissance.
2.0 LOCATION AND ACCESS
The project area is located in Cajamarca, southeast of Sorochuco, province
of Celendín, at approximately 4,000 masl. Access to the project area is
through a gravel road and sidewalks to specific areas.
3.0 WEATHER
The project area is foggy and rainy during summer, whereas the winter is
dry and cold.
4.0 GENERAL GEOLOGY
Lithology of the potential tailings site areas is mainly composed by
sequences of carbonated rocks (limestone), interlayered with clayey-silty
layers, prone to develop karstic process. These rocks belong to the
Chulec-Pariatambo Formation in the Punrre area, and to the Chulec
Formation in the Hierba Buena area. These formations are from the early
to late Cretaceous. At the adjacent and peripherical areas, Quartzites of
the Goyllarisquizga group from early Cretaceous, and volcanic rocks of the
Calipuy group from the Cenozoic predominate.
Vector Perú S.A.C. Calle Jorge Vanderghen 234, Miraflores Lima 18, Perú (51-1) 441-2300-2-
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Karst Investigation of the Tailings Site Options May 2006El Galeno Project, Cajamarca J06.82.03.00Northern Peru Copper Corporation
The region is affected by a structural system of regional reverse faulting
and transversal normal faulting, perpendicular to the over-slipping.
5.0 KARSTIC GEODYNAMICS
The tailings site areas have been evaluated considering hydrogeological
and structural conditions, as well as karstic development. The Punrre area
is named Option 1 and the Hierba Buena area is named Option 2. Figure 1
shows the location of these options.
The karstic process is caused by the presence of carbonated rocks
combined with a rainy regime, water acidity and structural factors. These
factors produce karstic aquifers and cavern formation or speleogenesis.
5.1 Punrre Area (Option 1)
In this area the karstic process has been limited by the structural
alignments composed by a longitudinal reverse faulting system and
transversal normal faulting, fracturing and jointing, which have formed
karstic hydrogeological systems connected through underground networks
and sinkholes. There are also collapsed dolines, which partially
contributes to the storage of rain water, which then infiltrates to the
ground through the fractures and joints of limestone rocks.
In the western side of Punrre area, groundwater flow predominates and
the karstic forms are more evolved and developed than in the central and
eastern areas. The karstic systems are considered in its early stage. They
end near the Punrre village, in the Cueva del Gato cavern.
The water chemistry in the western header, where the ponds and sinkhole
appear, indicates pH values between 4 and 5, whereas in the distal zone
these values are between 7 and 8. This indicates the water acidity
decreases at the distal zone or surge area of Cueva del Gato, due to
chemical disolution.
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Cueva del Gato Cavern
This cavern constitutes a collector and source of important groundwater
flow, which is used for domestic and hydroelectric use by the Punrre
village and other small villages. This cavern has a length of about 250 m.
The following photograph illustrates this cavern.
Photo 1 Entrance of Cueva del Gato cavern at Punrre
5.2 Hierba Buena Area (Option 2)
Based on the general field reconnaissance the Hierba Buena area is
considered a better area for foundation of the tailings deposit than the
Punrre area. It is constituted by sandy and clayey-silty limestone
interlayered with clayey-silty layers, which probably have conditioned the
development of karstic structures, existing only shallow erosion traces.
The layers of clayey-silty work as an impermeable layer, avoiding the
development of groundwater flow. In this area drainage is superficial and
continuous. The following photo shows the Hierba Buena area and the
tailings dyke zone.
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Foto 5 Hierba Buena tailings dam site.
6.0 CONCLUSIONS
The following conclusions are obtained from the karstic investigation for
the tailings site options for El Galeno project:
The most significant karstic process occurs at the western side of Punrre
or Option 1, with an alignment northwest-southeast.
Field observation of the superficial drainage at Punrre area indicates the
presence of small collapsed sinkholes, which capture water underground.
Then, this water surges downstream, confirming the existence of a young
underground karstic network, which is more developed at the western
side than the eastern side.
The Cueva del Gato cavern is an important collector and issuer of
groundwater from the underground karstic network at the western of
Option 1 area.
In the Hierba Buena quebrada the stratigraphy of impermeable clayey
limestone and layers of clayey-silty rocks do not allow the karstic process.
Vector Perú S.A.C. Calle Jorge Vanderghen 234, Miraflores Lima 18, Perú (51-1) 441-2300-5-
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Karst Investigation of the Tailings Site Options May 2006El Galeno Project, Cajamarca J06.82.03.00Northern Peru Copper Corporation
The main drainage in the Hierba Buena area is composed by superficial
and continuous runoff, indicating no significant karstic process.
The Hierba Buena area presents the most appropiate geological and
geotechnical conditions for foundation of the tailings dam, requiring
further detailed investigation.
The alternative of quebradas Chancas, Yanacocha and Río Grande is
considered less feasible for a tailings deposit, since it involves more
populated areas and extensive agricultural and cattle rising activities.
7.0 RECOMMENDATIONS
The following recommendations are given for further study of these areas:
To prepare a geological mapping of lithological facies and detailed
geotechnical mapping for the Hierba Buena area, for characterization of
the rock masses.
To prepare detailed stratigraphic cross sections for the Hierba Buena
area, for defining the continuity of the silty-calcareous facies and the
clayey-silty layers.
To investigate in detail the header and upstream slopes of the Hierba
Buena quebrada in order to locate or discard the presence of karstic
structures.
To collect microtectonics data in the study areas.
To conduct a detailed hydrogeology study in the involved areas of the
project.
To perform electric surveying at the karst areas.
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