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23 Appendix C Borehole logs

24 Appendix C Borehole logs

25 BOREHOLE INFORMATION Method: Rotary Core Conventional Equipment: 60mm diameter Contractor: Perry Geotech Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) Length (m) Graphic Log Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: Material Description BOP m m 37.50m (Motoriki Datum) 0m: SILT, rootlets; black. Firm, low plasticity, moist [TOPSOIL] Weathering/USC Date started: Date completed: Inclination: Orientation: Testing TCR (%) SCR (%) 7/05/2014 7/05/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: TOPSOIL BH01 Logged by: Input by: Checked by: Verified by: Sheet 1 of 4 AMF AMF RG BOL Stratigraphy Defect Description Additional Notes Installation m: SILT with minor fine to medium sand; orange brown. Stiff, moist, low plasticity; sand, pumiceous with fine quartz crystals. [YOUNGER ASH] 0.35m: YOUNGER ASH HQ m: Sandy SILT; brown. Stiff, moist to wet, low plasticity; sand, fine to medium, pumiceous with quartz and mica crystals. [ROTOEHU ASH] 1.5m: Silty SAND; pale brown. Loose, dry, fine to medium grained pumice, tightly packed. 1.65m: SILT with some fine sand; grey. Stiff, moist, low plasticity, sand; fine to medium grained. 1.8m: SAND; grey. Loose, moist, well graded, fine to medium, pumiceous. 1.95m: SILT with some fine to medium sand; dark brown. Stiff, moist, medium plasticity. [HAMILTON ASH] 2m:...becomes sandy, dark orange brown, friable. 1.4m: ROTOEHU ASH 1.95m: HAMILTON ASH HQ3 2.2m:...with some sand, medium plasticity. 80 HQ3 HQ m:...becomes sandy, friable. 3m:...with some sand, medium plasticity. 3.5m:...becomes sandy. 4.5m: SILT with some fine to medium sand; brown. Soft, wet, medium plasticity. [MATUA SUBGROUP] 4.7m:...becomes moist to wet. 4.8m: Sandy SILT; brown. Stiff, moist, medium plasticity; sand, fine to medium grained, well graded. REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm m: MATUA SUBGROUP Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

26 Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: BH01 Sheet 2 of 4 BOREHOLE INFORMATION Method: Rotary Core Conventional Equipment: 60mm diameter Contractor: Perry Geotech CO-ORDINATES: Easting: Northing: Reduced level: BOP m m 37.50m (Motoriki Datum) Date started: Date completed: Inclination: Orientation: 7/05/2014 7/05/ N/A Logged by: Input by: Checked by: Verified by: AMF AMF RG BOL Method R.L. (m) Length (m) Graphic Log Material Description Weathering/USC Testing TCR (%) SCR (%) RQD (%) Fracture Log VWS WS MWS CS VCS ECS Stratigraphy Defect Description Additional Notes Installation 5.1m: CLAY with minor fine sand; brown. Stiff, moist, high plasticity. Trace inclusions weathered purple brown. HQ m: Silty SAND; brown. Loose to medium dense, fine to medium grained, well graded, tightly packed; sand, pumice and quartz rich m: SILT with some fine to medium sand; brown. Stiff, moist, medium plasticity. 6.4m: CLAY; brown with trace purple brown inclusions. Stiff, moist, high plasticity. HQ m: SILT with some fine to medium sand; oragne brown. Stiff, moist, low plasticity. 6.9m: CLAY; brown with trace purple brown inclusions. Stiff, moist, high plasticity. 80 HQ3 HQ m: SAND with trace fine gravel; grey brown. Medium dense, fine to coarse grained, tightly packed, moist; gravel, fine, subangular, andesite. 9.3m: Silty SAND; grey. Medium dense, fine to coarse grained, well graded, tightly packed. 9.6m: SAND with trace fine gravel; grey brown. Fine to coarse grained, tightly packed, moist; gravel, fine, subangular, andesite. REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

27 Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: BH01 Sheet 3 of 4 BOREHOLE INFORMATION Method: Rotary Core Conventional Equipment: 60mm diameter Contractor: Perry Geotech CO-ORDINATES: Easting: Northing: Reduced level: BOP m m 37.50m (Motoriki Datum) Date started: Date completed: Inclination: Orientation: 7/05/2014 7/05/ N/A Logged by: Input by: Checked by: Verified by: AMF AMF RG BOL Method R.L. (m) Length (m) Graphic Log Material Description Weathering/USC Testing TCR (%) SCR (%) RQD (%) Fracture Log VWS WS MWS CS VCS ECS Stratigraphy Defect Description Additional Notes Installation 9.6m: SAND with trace fine gravel; grey brown. Fine to coarse grained, tightly packed, moist; gravel, fine, subangular, andesite. HQ m: SAND with trace fine pumice gravel; dark grey. Medium dense to dense, fine to medium grained, tightly packed, moist. [CHIMP FORMATION] 10.7m: CHIMP FORMATION HQ HQ3 HQ m:...with minor fine to medium pumice and welded ignimbrite gravels REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

28 Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: BH01 Sheet 4 of 4 BOREHOLE INFORMATION Method: Rotary Core Conventional Equipment: 60mm diameter Contractor: Perry Geotech CO-ORDINATES: Easting: Northing: Reduced level: BOP m m 37.50m (Motoriki Datum) Date started: Date completed: Inclination: Orientation: 7/05/2014 7/05/ N/A Logged by: Input by: Checked by: Verified by: AMF AMF RG BOL Method R.L. (m) Length (m) Graphic Log Material Description Weathering/USC Testing TCR (%) SCR (%) RQD (%) Fracture Log VWS WS MWS CS VCS ECS Stratigraphy Defect Description Additional Notes Installation 10.7m: SAND with trace fine pumice gravel; dark grey. Medium dense to dense, fine to medium grained, tightly packed, moist. [CHIMP FORMATION] 22 HQ HQ3 60 HQ3 HQ m: SILT with minor fine sand and trace fine pumice gravel; orange brown. Very stiff, dry, low plasticity. 18m: SAND with minor fine pumice and welded ignimbrite gravel; dark grey. Dense, fine to medium grained, tightly packed, moist. 18.5m: SILT with minor fine sand and trace fine pumice gravel, cream. Very stiff, dry, low plasticity. 18.6m: SAND with minor fine pumice and welded ignimbrite gravel; dark grey. Dense, fine to medium grained, tightly packed, moist. 20 REMARKS: End of borehole at 20m (Target depth reached) Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

29 BOREHOLE INFORMATION Method: Hand auger Equipment: 55mm diameter hand auger Contractor: Aurecon HA Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) Length (m) 1 Graphic Log Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: Material Description BOP m m 35.40m (Motoriki Datum) 0m: SILT, rootlets; black. Firm, low plasticity, moist [TOPSOIL] 0.2m: SILT, trace fine sand; brown. Very stiff, low plasticity, moist [YOUNGER ASH] 0.6m:...becomes trace fine to coarse pumice sand 1.2m:...becomes trace fine to coarse sand of pumice and mica crystals Weathering/USC Date started: Date completed: Inclination: Orientation: Testing 0.4m: 113/32 kpa 0.8m: 171/53 kpa 1.2m: 135/42 kpa TCR (%) SCR (%) 15/04/ /04/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: TOPSOIL HA01 Logged by: Input by: Checked by: Verified by: 0.2m: YOUNGER ASH Sheet 1 of 1 BJ BJ RG BOL Stratigraphy Defect Description Additional Notes Installation 1.6m: 145/45 kpa 2 2m: 188/52 kpa m:...becomes sandy, fine to coarse pumice 2.4m: Fine to coarse SAND, some silt; orange brown. Sand pumiceous, moist, well graded 2.6m: Sandy SILT; orange brown. Stiff, low plasticity, moist. Sand; fine to coarse, pumiceous 2.7m: Fine to coarse SAND; grey and grey brown. Pumiceous with mica and quartz crystals, dry [ROTOEHU ASH] End of borehole at 3m (Target depth reached) REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm 2.7m: ROTOEHU ASH Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

30 BOREHOLE INFORMATION Method: Hand auger Equipment: 55mm diameter hand auger Contractor: Aurecon HA Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) Length (m) 1 Graphic Log Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: Material Description BOP m m 36.73m (Motoriki Datum) 0m: SILT, rootlets; black. Firm, low plasticity, moist [TOPSOIL] 0.3m: SILT with some fine to medium sand; orange brown. Very stiff, moist, low plasticity; sand, pumiceous with fine quartz crystals. [YOUNGER ASH] 0.8m:...with minor fine to medium sand; pumiceous with fine quartz crystals 1.5m:...with some sand; pumiceous with fine quartz crystals Weathering/USC Date started: Date completed: Inclination: Orientation: Testing 0.5m: 209+ kpa 0.7m: 209+ kpa 1m: 193/48 kpa 1.3m: 209+ kpa 1.6m: 193/40 kpa TCR (%) SCR (%) 30/04/ /04/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: TOPSOIL HA02 Logged by: Input by: Checked by: Verified by: 0.3m: YOUNGER ASH Sheet 1 of 1 AMF AMF RG BOL Stratigraphy Defect Description Additional Notes Installation 1.8m: 169/35 kpa 2 1.9m: Sandy SILT; orange brown. Very stiff, dry, low plasticity; sand, fine to medium, pumiceous with quartz and mica crystals. 2.1m: 97/32 kpa 2.2m: Silty SAND; grey brown. Loose, dry, well graded, fine to coarse, pumiceous with mica and quartz crystals. [ROTOEHU ASH] 2.2m: ROTOEHU ASH m: SAND with minor silt; grey brown. Loose, dry, well graded, fine to coarse, pumiceous with mica and quartz crystals. 2.5m: Sandy SILT; cream brown. Stiff, moist, low plasticity; sand, fine, pumiceous. 2.6m: SAND; grey. Loose, moist, well graded, fine to medium, pumiceous. 2.8m: SILT with trace fine sand; dark brown. Very stiff, moist, medium to high plasticity. [HAMILTON ASH] End of borehole at 3m (Target depth reached) REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm 3m: 153/40 kpa 2.8m: HAMILTON ASH Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

31 BOREHOLE INFORMATION Method: Hand auger Equipment: 55mm diameter hand auger Contractor: Aurecon HA Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) Length (m) Graphic Log Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: Material Description BOP m m 33.89m (Motoriki Datum) 0m: SILT, rootlets; dark brown. Soft, moit, low plasticity [TOPSOIL] 0.3m: SILT, trace fine sand; brown. Stiff, moist, low plasticity [YOUNGER ASH] Weathering/USC Date started: Date completed: Inclination: Orientation: Testing TCR (%) SCR (%) 15/04/ /04/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: TOPSOIL HA03 Logged by: Input by: Checked by: Verified by: 0.3m: YOUNGER ASH Sheet 1 of 1 BJ BJ RG BOL Stratigraphy Defect Description Additional Notes Installation End of borehole at 0.5m (Target depth reached) REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

32 BOREHOLE INFORMATION Method: Hand auger Equipment: 55mm diameter hand auger Contractor: Aurecon HA Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) Length (m) Graphic Log Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: Material Description BOP m m 34.61m (Motoriki Datum) 0m: SILT, rootlets; dark brown. Firm, low plasticity, moist [TOPSOIL] 0.25m: SILT, minor fine and medium sand; dark brown. Stiff, low plasticity, moist [YOUNGER ASH] Weathering/USC Date started: Date completed: Inclination: Orientation: Testing TCR (%) SCR (%) 15/04/ /04/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: TOPSOIL HA04 Logged by: Input by: Checked by: Verified by: 0.25m: YOUNGER ASH Sheet 1 of 1 BJ BJ RG BOL Stratigraphy Defect Description Additional Notes Installation End of borehole at 0.45m (Target depth reached) REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

33 BOREHOLE INFORMATION Method: Hand auger Equipment: 55mm diameter hand auger Contractor: Aurecon HA Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) Length (m) Graphic Log REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: BOP m m 35.96m (Motoriki Datum) 0m: SILT, rootlets; black. Firm, low plasticity, moist [TOPSOIL] 0.3m: SILT with minor fine to medium sand; orange brown. Very stiff, moist, low plasticity; sand, pumiceous with fine quartz crystals. [YOUNGER ASH] 0.8m:...with some fine to medium sand; pumiceous with fine quartz crystals 1.5m: Sandy SILT; cream brown. Very stiff, dry, low plasticity; sand, fine to medium, pumiceous with quartz and mica crystals. [ROTOEHU ASH] 1.9m: SAND; grey. Loose, moist, well graded, fine to medium, pumiceous. 2.3m: SILT with trace fine sand; dark brown. Very stiff, moist, medium to high plasticity. [HAMILTON ASH] 3m:...becomes orange brown. some fine to medium sand, pumiceous with quartz and mica crystals. 4.7m:...becomes moist to wet. Material Description End of borehole at 5m (Target depth reached) Weathering/USC Date started: Date completed: Inclination: Orientation: Testing 0.4m: 153/32 kpa 0.7m: 174/32 kpa 1m: 209+ kpa 1.3m: 209+ kpa 1.6m: 105/32 kpa 2.4m: 161/48 kpa 2.7m: 209+ kpa 3m: 209+ kpa 3.3m: 209+ kpa 3.6m: 209+ kpa 3.9m: 185/45 kpa 4.2m: 209+ kpa 4.5m: 209+ kpa 4.8m: 193/48 kpa 5m: 161/40 kpa TCR (%) SCR (%) 30/04/ /04/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: TOPSOIL HA05 Logged by: Input by: Checked by: Verified by: 0.3m: YOUNGER ASH 1.5m: ROTOEHU ASH 2.3m: HAMILTON ASH Sheet 1 of 1 AMF AMF RG BOL Stratigraphy Defect Description Additional Notes Water Level Readings: Date Time Hole Depth Water Level No water level recorded Installation Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

34 BOREHOLE INFORMATION Method: Hand auger Equipment: 55mm diameter hand auger Contractor: Aurecon HA Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) Length (m) 1 Graphic Log Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: Material Description BOP m m 33.73m (Motoriki Datum) 0m: SILT, rootlets; black. Firm, low plasticity, moist [TOPSOIL] 0.2m: SILT with some fine to medium sand; orange brown. Very stiff, moist, low plasticity; sand, pumiceous with fine quartz crystals. [YOUNGER ASH] 0.8m:...with minor fine to medium sand; pumiceous with fine quartz crystals 1.5m: Sandy SILT; orange brown. Very stiff, moist, medium plasticity; sand, fine to medium, pumiceous with quartz and mica crystals. Weathering/USC Date started: Date completed: Inclination: Orientation: Testing 0.4m: 161/32 kpa 0.7m: 169/48 kpa 1m: 209+ kpa 1.3m: 209+ kpa 1.6m: 161/32 kpa TCR (%) SCR (%) 30/04/ /04/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: TOPSOIL HA06 Logged by: Input by: Checked by: Verified by: 0.2m: YOUNGER ASH Sheet 1 of 1 AMF AMF RG BOL Stratigraphy Defect Description Additional Notes Installation 2 2m: SILT with minor fine sand; brown. Very stiff, moist, low plasticity; sand, fine to medium, pumiceous with quartz and mica crystals m: Silty SAND; cream brown. Loose, moist, well graded, fine to coarse, pumiceous with mica and quartz crystals. [ROTOEHU ASH] 2.6m: SAND with minor silt; cream brown. Loose, dry, well graded, fine to coarse, pumiceous. 2.9m: SILT with some fine sand; cream brown. Stiff, moist, low plasticity; sand, pumiceous. End of borehole at 3m (Target depth reached) REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm 2.4m: 145/48 kpa 2.7m: 145/48 kpa 3m: 174/48 kpa 2.4m: ROTOEHU ASH Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

35 BOREHOLE INFORMATION Method: Hand auger Equipment: 55mm diameter hand auger Contractor: Aurecon HA Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) Length (m) 1 Graphic Log Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: Material Description BOP m m 29.53m (Motoriki Datum) 0m: SILT; dark brown. Soft to firm, low plasticity, moist [TOPSOIL] 0.75m: Reworked SILT, brown. Stiff, low plasticity, moist [FILL] 0.8m to 0.9m:...with reworked topsoil 0.9m:...with trace fine and medium pumice sand 1.2m:...becomes some fine to coarse pumice sand 1.3m to 1.35m:...trace charred wood fragments up to fine gravel size Weathering/USC Date started: Date completed: Inclination: Orientation: Testing 0.4m: 69/22 kpa 0.8m: 140/53 kpa 1.2m: 121/31 kpa 1.5m: 134/66 kpa TCR (%) SCR (%) 16/04/ /04/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: TOPSOIL 0.75m: FILL HA07 Logged by: Input by: Checked by: Verified by: Sheet 1 of 1 BJ BJ RG BOL Stratigraphy Defect Description Additional Notes Installation 2 1.9m: SILT, minor fine and medium pumice sand, trace black mica crystals; orange brown. Very stiff, low plasticity, moist [YOUNGER ASH] 1.9m: 175/48 kpa 1.9m: YOUNGER ASH 27 End of borehole at 2.95m (Target depth reached) REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm 2.4m: 216/66 kpa 2.8m: >225 kpa Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

36 BOREHOLE INFORMATION Method: Hand auger Equipment: 55mm diameter hand auger Contractor: Aurecon HA Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) Length (m) 1 Graphic Log Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: BOP m m 29.22m (Motoriki Datum) 0m: SILT, trace fine sand; dark brown. Firm, low plasticity, moist [TOPSOIL] 0.4m: Reworked SILT, minor to some sand; brown and grey brown. Stiff, low to medium plasticity, moist. Sand; fime and medium pumice [FILL] 1.1m:...becomes minor sand Material Description Weathering/USC Date started: Date completed: Inclination: Orientation: Testing 0.8m: 172/43 kpa 1.1m: >225 kpa 1.5m: 134/31 kpa TCR (%) SCR (%) 16/04/ /04/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: FILL HA08 Logged by: Input by: Checked by: Verified by: Sheet 1 of 1 BJ BJ RG BOL Stratigraphy Defect Description Additional Notes Installation 2 1.7m: Reworked sandy SILT; pale grey and brown. Firm to stiff, low plasticity, moist. Sand fine to coarse pumice [FILL] 1.8m:...becomes stiff to very stiff 1.9m: Reworked SILT, minor to some sand, trace buried topsoil; brown and grey brown. Stiff, low to medium plasticity, moist. Sand; fime and medium pumice [FILL] 1.8m: 122/30 kpa m: 155/41 kpa 3 End of borehole at 3m (Target depth reached) REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm 2.6m: >225 kpa 3m: 109/35 kpa Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

37 BOREHOLE INFORMATION Method: Hand auger Equipment: 55mm diameter hand auger Contractor: Aurecon HA Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) Length (m) 1 Graphic Log Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: Material Description BOP m m 37.59m (Motoriki Datum) 0m: SILT, rootlets; black. Firm, low plasticity, moist [TOPSOIL] 0.3m: Sandy SILT; grey brown. Very stiff, moist, low plasticity; sand, fine to coarse, pumiceous. [FILL] 1.1m: SILT with minor fine to medium sand; orange brown. Very stiff, moist, low plasticity; sand, pumiceous. 1.2m: Sandy SILT; grey brown. Very stiff, moist, low plasticity; sand, fine to coarse, pumiceous. 1.5m: SILT with minor fine sand; dark brown. Soft, moist, low plasticity, trace root fragments. [BURIED TOPSOIL] Weathering/USC Date started: Date completed: Inclination: Orientation: Testing 0.6m: 113/40 kpa 0.9m: 121/40 kpa 1.1m: 145/48 kpa TCR (%) SCR (%) 30/04/ /04/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: TOPSOIL 0.3m: FILL HA09 Logged by: Input by: Checked by: Verified by: Sheet 1 of 1 AMF AMF RG BOL Stratigraphy Defect Description Additional Notes Installation 2 1.9m: SILT with minor fine sand; orange brown. Very stiff, moist, low plasticity; sand, pumiceous with quartz crystals. [YOUNGER ASH] 2m: 206/40 kpa 1.9m: YOUNGER ASH 2.3m: 209+ kpa m:...with some fine to medium pumiceous sand with some quartz crystals. End of borehole at 3m (Target depth reached) REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm 2.5m: 209+ kpa 2.8m: 206/48 kpa 3m: 193/48 kpa Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

38 BOREHOLE INFORMATION Method: Hand auger Equipment: 55mm diameter hand auger Contractor: Aurecon HA Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) Length (m) 1 Graphic Log Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: Material Description BOP m m 32.31m (Motoriki Datum) 0m: SILT; dark brown. Firm, low plasticity, moist [TOPSOIL] 0.2m: SILT, trace fine sand; orange brown. Very stiff, low plasticity, moist [YOUNGER ASH] Weathering/USC Date started: Date completed: Inclination: Orientation: Testing 0.4m: 147/40 kpa 0.8m: 193/50 kpa 1.2m: >225 kpa TCR (%) SCR (%) 16/04/ /04/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: TOPSOIL HA10 Logged by: Input by: Checked by: Verified by: 0.2m: YOUNGER ASH Sheet 1 of 1 BJ BJ RG BOL Stratigraphy Defect Description Additional Notes Installation 1.6m: >225 kpa 1.8m:...becomes some fine to coarse sand 2 2m: >225 kpa m: Silty SAND; orange brown. Loose, moist, fine to coarse, pumiceous with quartz and mica crystals, well graded [ROTOEHU ASH] 2.3m: ROTOEHU ASH 3 End of borehole at 3m (Target depth reached) REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

39 BOREHOLE INFORMATION Method: Hand auger Equipment: 55mm diameter hand auger Contractor: Aurecon HA Method Ground Floor, 247 Cameron Road PO Box 2292, Tauranga New Zealand Tel: R.L. (m) 32 Length (m) 1 Graphic Log Client: Classic Builders Land Ltd Project: Moffat Road Location: Moffat Rd, Bethlehem Project Reference: CO-ORDINATES: Easting: Northing: Reduced level: BOP m m 32.69m (Motoriki Datum) 0m: SILT; dark brown. Firm, low plasticity, moist [TOPSOIL] 0.25m: SILT, trace fine sand; orange brown. Very stiff, low plasticity, moist [YOUNGER ASH] 1.2m:...becomes brown Material Description Weathering/USC Date started: Date completed: Inclination: Orientation: Testing 0.5m: 142/45 kpa 0.9m: 182/58 kpa 1.4m: 195/53 kpa TCR (%) SCR (%) 16/04/ /04/ N/A RQD (%) Fracture Log VWS WS MWS CS VCS ECS 0m: TOPSOIL HA11 Logged by: Input by: Checked by: Verified by: 0.25m: YOUNGER ASH Sheet 1 of 1 BJ BJ RG BOL Stratigraphy Defect Description Additional Notes Installation m:...becomes fine to medium sandy, pumiceous 1.7m: Silty fine SAND; light brown. Pumiceous, moist, poorly graded 1.8m: SILT, minor fine sand; brown. Very stiff, low plasticity, moist. Sand fine and medium pumice 1.8m: >225 kpa 2.2m:...sand fine to coarse 2.2m: >225 kpa 2.3m:...becomes orange brown m:...becomes minor to some sand 2.6m:...becomes trace sand End of borehole at 3m (Target depth reached) REMARKS: Groundwater not encountered Positions located using survey GPS accurate to +/- 50mm 2.6m: >225 kpa 3m: >225 kpa Water Level Readings: Date Time Hole Depth Water Level No water level recorded Database File: MOFFATT RD.GPJ Library file: AURECON_AKL_ V1.GLB Template: AURECON_AKL_ GDT Report File: AURECON DH LOG V3.9 Date Generated: 20/06/2014

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41 Appendix D Laboratory chain of custody and test results

42 Appendix D Laboratory chain of custody and test results

43 CHAIN OF CUSTODY DOCUMENTATION CLIENT: Aurecon NZ Ltd SAMPLER: Adam Fotherby ADDRESS / OFFICE: Ground Floor, 247 Cameron Road, Tauranga 3110 MOBILE: PROJECT LEADER (PL): Richard Griffiths PROJECT ID: SITE: Moffat Rd Bethlehem P.O. No.: RESULTS REQUIRED (Date): Standard Turnaround QUOTE NO.: FOR LABORATORY USE ONLY COMMENTS / SPECIAL HANDLING / STORAGE OR DISPOSAL: COOLER SEAL (circle appropriate) Intact: Yes No N/A SAMPLE TEMPERATURE CHILLED: Yes No SAMPLE INFORMATION (note: S = Soil, W=Water) CONTAINER INFORMATION LAB ID SAMPLE ID MATRIX DATE Time Type / Code Total bottles PHONE REPORT TO: adam.fotherby@aurecongroup.com richard.griffiths@aurecongroup.com INVOICE TO: (if different to report) as above ANALYSIS REQUIRED including SUITES (note - suite codes must be listed to attract suite prices) Notes: e.g. Highly contaminated samples, Heavy metals (Standard 8) OCP Cold hold HA m 15/04/2014 Gsoil300 1 X X HA m 15/04/2014 Gsoil300 1 X HA m 30/04/2014 Gsoil300 1 X X HA m 30/04/2014 Gsoil300 1 X HA m 15/04/2014 Gsoil300 1 X X HA m 15/04/2014 Gsoil300 1 X HA m 15/04/2014 Gsoil300 1 X X HA m 15/04/2014 Gsoil300 1 X HA m 30/04/2014 Gsoil300 1 X X HA m 30/04/2014 Gsoil300 1 X HA m 30/04/2014 Gsoil300 1 X X HA /04/2014 Gsoil300 1 X HA m 16/04/2014 Gsoil300 1 X X HA m 16/04/2014 Gsoil300 1 X HA m 16/04/2014 Gsoil300 1 X HA m 16/04/2014 Gsoil300 1 X HA m 16/04/2014 Gsoil300 1 X Extra volume for QC or trace LORs etc. RELINQUISHED BY: RECEIVED BY METHOD OF SHIPMENT Name: Adam Fotherby Date: 01/05/2014 Name: Date: Con' Note No: Of: Aurecon NZ Ltd Time: 4pm Of: Time: Name: Date: Name: Date: Transport Co: Of: Time: Of: Time: Water Container Codes: P = Unpreserved Plastic; N = Nitric Preserved Plastic; ORC = Nitric Preserved ORC; SH = Sodium Hydroxide/Cd Preserved; S = Sodium Hydroxide Preserved Plastic; AG = Amber Glass Unpreserved; V = VOA Vial HCl Preserved; VS = VOA Vial Sulphuric Preserved; SG = Sulfuric Preserved Amber Glass; H = HCl preserved Plastic; HS = HCl preserved Speciation bottle; SP = Sulfuric Preserved Plastic; F = Formaldehyde Preserved Glass; Z = Zinc Acetate Preserved Bottle; E = EDTA Preserved Bottles; ST = Sterile Bottle; ASS = Plastic Bag for Acid Sulphate Soils; B = Unpreserved Bag. ENFM (204/4)

44 R J Hill Laboratories Limited 1 Clyde Street Private Bag 3205 Hamilton 3240, New Zealand Tel Fax mail@hill-labs.co.nz Web A N A L Y S I S R E P O R T Page 1 of 4 Client: Aurecon Contact: R Griffiths C/- Aurecon PO Box 2292 TAURANGA 3140 Amended Report Lab No: Date Registered: Date Reported: Quote No: Order No: Client Reference: Submitted By: SPv2 02-May Jun Moffat Rd Bethlehem Adam Fotherby This report replaces an earlier report issued on the 12 May 2014 at 10:36 am At the client's request, arsenic has been added to HA m. Sample Type: Soil Individual Tests Total Recoverable Arsenic Sample Name: Lab Number: Heavy metals, screen As,Cd,Cr,Cu,Ni,Pb,Zn,Hg Total Recoverable Arsenic Total Recoverable Cadmium Total Recoverable Chromium Total Recoverable Copper Total Recoverable Lead Total Recoverable Mercury Total Recoverable Nickel Total Recoverable Zinc Organochlorine Pesticides Screening in Soil Aldrin alpha-bhc beta-bhc delta-bhc gamma-bhc (Lindane) cis-chlordane trans-chlordane Total Chlordane [(cis+trans)* 100/42] 2,4'-DDD 4,4'-DDD 2,4'-DDE 4,4'-DDE 2,4'-DDT 4,4'-DDT Dieldrin Endosulfan I Endosulfan II Endosulfan sulphate Endrin Endrin aldehyde Endrin ketone Heptachlor HA m 15-Apr-2014 HA m 15-Apr-2014 HA m 30-Apr-2014 HA m 15-Apr-2014 HA m 15-Apr mg/kg dry wt mg/kg dry wt mg/kg dry wt mg/kg dry wt mg/kg dry wt mg/kg dry wt mg/kg dry wt < mg/kg dry wt 5-2 < 2 2 mg/kg dry wt mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < 0.04 < 0.04 < 0.04 mg/kg dry wt < < < < mg/kg dry wt mg/kg dry wt < < < mg/kg dry wt mg/kg dry wt < < < < mg/kg dry wt < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < This Laboratory is accredited by International Accreditation New Zealand (IANZ), which represents New Zealand in the International Laboratory Accreditation Cooperation (ILAC). Through the ILAC Mutual Recognition Arrangement (ILAC-MRA) this accreditation is internationally recognised. The tests reported herein have been performed in accordance with the terms of accreditation, with the exception of tests marked *, which are not accredited.

45 Sample Type: Soil Sample Name: Lab Number: Organochlorine Pesticides Screening in Soil Heptachlor epoxide Hexachlorobenzene Methoxychlor HA m 15-Apr-2014 HA m 15-Apr-2014 HA m 30-Apr-2014 HA m 15-Apr-2014 HA m 15-Apr mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < Sample Name: Lab Number: Heavy metals, screen As,Cd,Cr,Cu,Ni,Pb,Zn,Hg Total Recoverable Arsenic Total Recoverable Cadmium Total Recoverable Chromium Total Recoverable Copper Total Recoverable Lead Total Recoverable Mercury Total Recoverable Nickel Total Recoverable Zinc Organochlorine Pesticides Screening in Soil Aldrin alpha-bhc beta-bhc delta-bhc gamma-bhc (Lindane) cis-chlordane trans-chlordane Total Chlordane [(cis+trans)* 100/42] 2,4'-DDD 4,4'-DDD 2,4'-DDE 4,4'-DDE 2,4'-DDT 4,4'-DDT Dieldrin Endosulfan I Endosulfan II Endosulfan sulphate Endrin Endrin aldehyde Endrin ketone Heptachlor Heptachlor epoxide Hexachlorobenzene Methoxychlor HA m 30-Apr-2014 HA m 30-Apr-2014 HA m 16-Apr-2014 HA m 16-Apr-2014 HA m 16-Apr mg/kg dry wt mg/kg dry wt < 0.10 mg/kg dry wt mg/kg dry wt mg/kg dry wt mg/kg dry wt < 0.10 < mg/kg dry wt < mg/kg dry wt mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < 0.04 < 0.04 < 0.04 < 0.04 < 0.04 mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < mg/kg dry wt < < < < < mg/kg dry wt < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < mg/kg dry wt < < < < < Sample Name: Lab Number: Heavy metals, screen As,Cd,Cr,Cu,Ni,Pb,Zn,Hg Total Recoverable Arsenic Total Recoverable Cadmium Total Recoverable Chromium Total Recoverable Copper Total Recoverable Lead Total Recoverable Mercury Total Recoverable Nickel HA m 30-Apr-2014 HA m 30-Apr-2014 HA m 16-Apr-2014 HA m 16-Apr mg/kg dry wt mg/kg dry wt mg/kg dry wt mg/kg dry wt mg/kg dry wt mg/kg dry wt < 0.10 < 0.10 < mg/kg dry wt Lab No: v 2 Hill Laboratories Page 2 of 4

46 Sample Type: Soil Sample Name: Lab Number: Heavy metals, screen As,Cd,Cr,Cu,Ni,Pb,Zn,Hg Total Recoverable Zinc Organochlorine Pesticides Screening in Soil Aldrin alpha-bhc beta-bhc delta-bhc gamma-bhc (Lindane) cis-chlordane trans-chlordane Total Chlordane [(cis+trans)* 100/42] 2,4'-DDD 4,4'-DDD 2,4'-DDE 4,4'-DDE 2,4'-DDT 4,4'-DDT Dieldrin Endosulfan I Endosulfan II Endosulfan sulphate Endrin Endrin aldehyde Endrin ketone Heptachlor Heptachlor epoxide Hexachlorobenzene Methoxychlor HA m 30-Apr-2014 HA m 30-Apr-2014 HA m 16-Apr-2014 HA m 16-Apr mg/kg dry wt mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < 0.04 < 0.04 < 0.04 < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < mg/kg dry wt < < < < mg/kg dry wt < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < mg/kg dry wt < < < < S U M M A R Y O F M E T H O D S The following table(s) gives a brief description of the methods used to conduct the analyses for this job. The detection limits given below are those attainable in a relatively clean matrix. Detection limits may be higher for individual samples should insufficient sample be available, or if the matrix requires that dilutions be performed during analysis. Sample Type: Soil Test Method Description Default Detection Limit Sample No Environmental Solids Sample Preparation Heavy metals, screen As,Cd,Cr,Cu,Ni,Pb,Zn,Hg Organochlorine Pesticides Screening in Soil Air dried at 35 C and sieved, <2mm fraction. Used for sample preparation. May contain a residual moisture content of 2-5%. Dried sample, <2mm fraction. Nitric/Hydrochloric acid digestion, ICP-MS, screen level. Sonication extraction, SPE cleanup, dual column GC-ECD analysis (modified US EPA 8082).. Tested on dried sample mg/kg dry wt mg/kg dry wt Total Recoverable digestion Nitric / hydrochloric acid digestion. US EPA Total Recoverable Arsenic Dried sample, sieved as specified (if required). Nitric/Hydrochloric acid digestion, ICP-MS, screen level. US EPA mg/kg dry wt 1-3, 5, 7, 9, 11, 13, 18, 20, 24, 26, 28, 30 1, 3, 5, 7, 9, 11, 13, 18, 20, 24, 26, 28, 30 1, 3, 5, 7, 9, 11, 13, 18, 20, 24, 26, 28, , 5, 7, 9, 11, 13, 18, 20, 24, 26, 28, 30 2 Lab No: v 2 Hill Laboratories Page 3 of 4

47 These samples were collected by yourselves (or your agent) and analysed as received at the laboratory. Samples are held at the laboratory after reporting for a length of time depending on the preservation used and the stability of the analytes being tested. Once the storage period is completed the samples are discarded unless otherwise advised by the client. This report must not be reproduced, except in full, without the written consent of the signatory. Graham Corban MSc Tech (Hons) Client Services Manager - Environmental Division Lab No: v 2 Hill Laboratories Page 4 of 4

48 CHAIN OF CUSTODY DOCUMENTATION CLIENT: Aurecon NZ Ltd SAMPLER: Adam Fotherby ADDRESS / OFFICE: Ground Floor, 247 Cameron Road, Tauranga 3110 PROJECT LEADER (PL): Richard Griffiths PROJECT ID: SITE: Moffat Rd Bethlehem P.O. No.: RESULTS REQUIRED (Date): Standard Turnaround QUOTE NO.: FOR LABORATORY USE ONLY COMMENTS / SPECIAL HANDLING / STORAGE OR DISPOSAL: COOLER SEAL (circle appropriate) Intact: Yes No N/A SAMPLE TEMPERATURE CHILLED: Yes No SAMPLE INFORMATION (note: S = Soil, W=Water) CONTAINER INFORMATION MOBILE: PHONE REPORT TO: adam.fotherby@aurecongroup.com richard.griffiths@aurecongroup.com INVOICE TO: (if different to report) as above ANALYSIS REQUIRED including SUITES (note - suite codes must be listed to attract suite prices) Notes: e.g. Highly contaminated samples, LAB ID SAMPLE ID MATRIX DATE Time Type / Code Total bottles HA m 16/04/2014 Gsoil300 1 X X HA m 16/04/2014 Gsoil300 1 X HA m 16/04/2014 Gsoil300 1 X X HA m 16/04/2014 Gsoil300 1 X HA m 16/04/2014 Gsoil300 1 X HA m 16/04/2014 Gsoil300 1 X HA m Soil 30/04/2014 Gsoil300 1 X X HA m Soil 30/04/2014 Gsoil300 1 X HA m Soil 30/04/2014 Gsoil300 1 X X HA m Soil 30/04/2014 Gsoil300 1 X HA m Soil 16/04/2014 Gsoil300 1 X X HA m Soil 16/04/2014 Gsoil300 1 X HA m Soil 16/04/2014 Gsoil300 1 X X HA m Soil 16/04/2014 Gsoil300 1 X Heavy metals (Standard 8) OCP Cold hold Extra volume for QC or trace LORs etc. RELINQUISHED BY: RECEIVED BY METHOD OF SHIPMENT Name: Adam Fotherby Date: 01/05/2014 Name: Date: Con' Note No: Of: Aurecon NZ Ltd Time: 4pm Of: Time: Name: Date: Name: Date: Transport Co: Of: Time: Of: Time: Water Container Codes: P = Unpreserved Plastic; N = Nitric Preserved Plastic; ORC = Nitric Preserved ORC; SH = Sodium Hydroxide/Cd Preserved; S = Sodium Hydroxide Preserved Plastic; AG = Amber Glass Unpreserved; V = VOA Vial HCl Preserved; VS = VOA Vial Sulphuric Preserved; SG = Sulfuric Preserved Amber Glass; H = HCl preserved Plastic; HS = HCl preserved Speciation bottle; SP = Sulfuric Preserved Plastic; F = Formaldehyde Preserved Glass; Z = Zinc Acetate Preserved Bottle; E = EDTA Preserved Bottles; ST = Sterile Bottle; ASS = Plastic Bag for Acid Sulphate Soils; B = Unpreserved Bag. ENFM (204/4)

49 Aurecon New Zealand Limited Ground Level 247 Cameron Road Tauranga 3110 PO Box 2292 Tauranga 3140 New Zealand T F E tauranga@aurecongroup.com W aurecongroup.com Aurecon offices are located in: Angola, Australia, Botswana, Chile, China, Ethiopia, Ghana, Hong Kong, Indonesia, Lesotho, Libya, Malawi, Mozambique, Namibia, New Zealand, Nigeria, Philippines, Qatar, Singapore, South Africa, Swaziland, Tanzania, Thailand, Uganda, United Arab Emirates, Vietnam.

50 Appendix I Written Approvals

51 Ngati Hangarau Hapu Resource Management Roopu C/- T R Allen, 234 Bethlehem Road, Bethlehem, Tauranga 3110 Tel: ; ; tarjam@xtra.co.nz 15 October 2014 Aurecon P O Box 2292 Tauranga 3140 Attn: Aaron Collier Tena koe Aaron Re: Bethlehem Residential Village, Moffat Road, Bethlehem, Tauranga Ngati Hangarau Hapu acknowledge receipt of the Resource Consent application for the said Residential Village development situated on Moffat Road, Bethlehem. We have no objections to the application. Should you have any queries in regards to our correspondence don t hesitate to contact Frank Harawira on in the first instance. Naaku noa na Tatai Allen Mandated Representative Ngati Hangarau Hapu Resource Management

52 31 October 2014 Aaron Collier Aurecon PO Box 2292 Tauranga 3140 Tena Koe Aaron I refer to our discussions and meetings regarding The Vines at Bethlehem, and to the application for resource consent which was sent to us for our consideration. We have reviewed the resource consent and following discussions with the applicants representative we confirm that we have no concerns with the proposal, and provide our approval to it. We would appreciate the opportunity to be involved in any monitoring should earthworks be required. We understand that any monitoring would need to be completed jointly with Ngati Hangarau. Naaka noa na Te Ruruanga (Lou) Te Keeti TE RUNANGA O NGATI KAHU (ki Tauranga Inc) Wairoa Marae S.H.2 Tauranga PO Box Bethlehem Tauranga Ph: (07) Fax (07) kahut@xtra.co.nz

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