The stratigraphy of the Maramarua Coalfield is similar to that of other northern Waikato Coalfields, being dominated by thick, Cenozoic, Te Kuiti Group sediments which unconformably overlie Mesozoic basement rock of the Newcastle Group. The Waikato Coal Measures, and later Te Kuiti Group sediments, were deposited in a broad north to northnorthwest trending elongated trough which appears to have been controlled by structural trends within the underlying Newcastle Group basement rock. The Waikato Coal Measures are present over the entire coalfield with a thickness of up to 134 m. The Kupakupa main seam (KK) is located near the base of the coal measures, is the most widespread and thickest seam, and ranges in thickness ranging from less than 1 m to 15 m. The Kupakupa seam has up to four lower seams (KL1, KL2, KL3, KL4) located 1 m to 3 m below the main KK seam. These lower seams are discontinuous and generally less than a metre thick. The Kupakupa seam is overlain by carbonaceous shales, siltstones and claystones of the upper Te Kuiti Group. The generalised structure of the coalfield dips at 15° north-northwest and flattens out towards the Miranda Fault due to fault drag effects on the hanging wall. Two major faults dominate the deposit. -The Foote Fault zone is interpreted to be a large displacement fault striking northnortheast that is downthrown to the southeast with an estimated throw of 150 m. -The Miranda Fault is a northeast striking fault, with displacements of up ........

At Maramarua, waste rock is transported and stored in an engineered landform to backfill a historical opencast pit. The low sulphur levels in the coal will mean acid mine drainage will not occur. Pit limits have been determined using pit optimisation techniques, with restrictions for current land and mineral access. Pit optimisations used current cost and revenue budget assumptions. All mining is via open cut methods. Mining equipment is hydraulic backhoes/mechanical drive rigid body trucks and articulated trucks. Pit slopes for the revised K1 design have been geotechnically assessed and found to be in accordance with BRL stability criteria. The pit design for M1 (formerly known as KCQ2) has not been specifically geotechnically assessed but does use updated site-specific generic design criteria for each rock unit. Coal is present in a thick seam and is easily distinguishable from the surrounding waste rock. Coal quality has been shown to be consistent both laterally and within the seam Coal recovery estimates consist of two parts: - Minimum recoverable in-situ thickness is 0.5m - 75mm of coal is assumed lost from both the roof and the floor (150mm in total) during mining to ensure no waste dilution within the coal. Minimum mining widths are to suit 90t capacity trucks and are typically >50m. The selected mining method requires simple infrastructure to support mobile open-cut mining equipment (i.e. workshop, fuel farm, site ablution and offices).

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