LEGEND ra R aku Ru BUSINESS ZONE NORTH OF Powells Road oad AGRESEARCH BOREHOLE CPT SEISMIC CPT AUGER SCALE 3 mm TEST PIT AS121 SCPT12 TP18 BH13 TP15 2 AS125 AS126 TP14 BH12 AGRESEARCH CPT13 TP17 INNOVATION PARK AS123 Ruak TP16 ura R oad AS122 AS124 Hamilton Ring Road 1 mm 5 Tramway Road Revision Amendment Project Approved Revision Date Private Bag 357 Hamilton 324 New Zealand Hamilton Office +64 7 838 9344 Drawn Designed Approved Revision Date G.M.B. 1:5 @ A1 1: @ A3 Original Sheet Size A1 [841x594] 5 15 2 25 3 35 4 45 5 m Plot Date 29 May 213 @ 3:46 p.m. Path G:\232\32113_ Ruakura TGH\Drawings\CAD\Factual Report\2_1826_5_524_FIG_2-4.dwg FIG.3 22May13 TAINUI GROUP HOLDINGS LTD STAGE 1 GEOTECHNICAL INVESTIGATIONS RUAKURA DEVELOPMENT Sheet FIGURE 3: EXPLORATORY HOLE LOCATION PLAN BUSINESS ZONE NORTH OF AGRESEARCH Project No. Scale 232113. 1:5 [A1] 1: [A3] 2/1826/5/524 Drawing No. Sheet. No. Revision FIG.3 R1
LEGEND INLAND PORT ZONE BUSINESS ZONE SOUTH OF INLAND PORT BOREHOLE BH16 AS13 TP111 CPT TP112 3 mm SEISMIC CPT AS137 AS136 TP11 AUGER SCALE BH112 TP116 TEST PIT BH17 AS131 AS14 AS138 CPT15 CPT14 TP113 BH15 AS144 BH18 DEEP BH18 SHALLOW TP115 AS139 AS128 2 ra aku Ru Ro ad SCPT13 BH14 AS135 AS141 AS132 TP114 BH11 BH19 AS134 AS127 BH111 AS142 AS143 AS133 TP19 le R oad 1 mm 5 rda Silve AGRESEARCH Revision Amendment Project Approved Revision Date Private Bag 357 Hamilton 324 New Zealand Hamilton Office +64 7 838 9344 Drawn Designed Approved Revision Date G.M.B. 1:5 @ A1 1: @ A3 Original Sheet Size A1 [841x594] 5 15 2 25 3 35 4 45 5 m Plot Date 29 May 213 @ 3:46 p.m. Path G:\232\32113_ Ruakura TGH\Drawings\CAD\Factual Report\2_1826_5_524_FIG_2-4.dwg FIG.4 22May13 TAINUI GROUP HOLDINGS LTD STAGE 1 GEOTECHNICAL INVESTIGATIONS RUAKURA DEVELOPMENT Sheet FIGURE 4: EXPLORATORY HOLE LOCATION PLAN INLAND PORT ZONE AND BUSINESS ZONE TO SOUTH Project No. Scale 232113. 1:5 [A1] 1: [A3] 2/1826/5/524 Drawing No. Sheet. No. Revision FIG.4 R1
Borehole No: 112 PROJECT CO-ORD. 18559 E 5815661 N R.L. SHEET 41.15 m 1 of 4 LOCATION Ruakura South REF. GRID NZTM DATUM Moturiki 1953 DEPTH 25.95 m GEOLOGY/UNIT MAIN DESCRIPTION R.L. (m) DEPTH (m) GRAPHIC LOG 'N' VALUE TESTS BLOW COUNTS OR SHEAR VALUE CORE TOTAL CORE RECOVERY (%) SAMPLE TYPE METHOD CASING BASE OF HOLE & WATER LEVEL ADDITIONAL NOTES PIEZOMETER DETAILS OTHER INSTRUMENTATION TOPSOIL FILL, sandy SILT, minor gravel, dark brown. Soft, wet, plastic. Gravel fine, pumice. 55 Concrete / Flush Toby 1.5m tree root in. FILL, SILT, dark brown. Soft, moist, plastic. 4 1 2 4/4//6/4/3/7 8 11 PT No casing installed. Bentonite 2.m timber fragments. FILL, sandy SILT, some gravel, dark brown. Soft, wet, non-plastic. Gravel fine, angular pumice. 2 8 ///2/2/2/2 36 FILL, fine-coarse SAND, minor silt, dark brown. Medium dense, wet, well graded, non-plastic. Nail and fabric fragments in. 38 3 4 14 4 1/2//1/2/6/5 4/7//8/9/1/13 13 HQ Size, Triple Tube, Wireline Rotary Coring 19/4/13 FILL, gravelly fine-coarse SANDgrey. Medium dense, wet, poorly graded, non-plastic. Gravel fine-medium, angular. Trace steel wire. 36 5 58 19/4/13 32mm Slotted PVC / Walton Park 5.7-6.m iron staining. 6 12 6/5//3/3/3/3 6.8m Wire fragment. SOIL LOG 2-32113..GPJ HMN_TEM.GDT 26/4/13 Fine-coarse SAND, greenish grey. Medium dense, wet, poorly graded, non-plastic. NOTES LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (25) 34 7 STARTED 11/4/213 INCLINATION/ AZIMUTH LOGGED CHECKED CLIENT Vertical; n/a J Garvey T de Malmanche Tainui Group Holdings Ltd FINISHED Co. RIG LAB REF. PROJECT No. Bentonite 12/4/213 Perry Geotech Tractor 13/843/1 2-32113. Scale 1:25 @ A3
Borehole No: 112 PROJECT CO-ORD. 18559 E 5815661 N R.L. SHEET 41.15 m 2 of 4 LOCATION Ruakura South REF. GRID NZTM DATUM Moturiki 1953 DEPTH 25.95 m GEOLOGY/UNIT MAIN DESCRIPTION R.L. (m) DEPTH (m) GRAPHIC LOG 'N' VALUE TESTS BLOW COUNTS OR SHEAR VALUE CORE TOTAL CORE RECOVERY (%) SAMPLE TYPE METHOD CASING BASE OF HOLE & WATER LEVEL ADDITIONAL NOTES PIEZOMETER DETAILS OTHER INSTRUMENTATION Fine-coarse SAND, greenish grey. Medium dense, wet, poorly graded, non-plastic.(continued) 12 3/3//3/3/3/3 8 Fine-coarse SAND, minor gravel, grey. Medium dense, wet, well graded, non-plastic. Gravel fine, angular. 65 9 32 14 5/4//4/4/4/2 67 9.5m wire fragment. Fine-coarse SAND, grey. Medium dense, wet, well graded, non-plastic. 1 Fine SAND, trace silt, light grey. Medium dense, moist, well graded, laminated, non-plastic. 1.5m grey, wet, homogeneous. 21 3/3//4/5/7/5 67 Fine-medium SAND, minor silt, grey. Loose, wet, well graded, non-plastic. Pumiceous. 3 11 12 7 3/4//3/1/1/2 9 HQ Size, Triple Tube, Wireline Rotary Coring Bentonite 13 76 28 13.3m thin sandy SILT layer, soft. SILT, trace sand, grey. Soft, moist, non-plastic. 5 3/3//2//1/2 89 14 Fine SAND, trace silt, grey. Loose, moist, uniformly graded, non-plastic. Pumice. 76 SOIL LOG 2-32113..GPJ HMN_TEM.GDT 26/4/13 NOTES LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (25) STARTED INCLINATION/ AZIMUTH LOGGED CHECKED CLIENT 11/4/213 Vertical; n/a J Garvey T de Malmanche Tainui Group Holdings Ltd FINISHED Co. RIG LAB REF. PROJECT No. 12/4/213 Perry Geotech Tractor 13/843/1 2-32113. Scale 1:25 @ A3
Borehole No: 112 PROJECT CO-ORD. 18559 E 5815661 N R.L. SHEET 41.15 m 3 of 4 LOCATION Ruakura South REF. GRID NZTM DATUM Moturiki 1953 DEPTH 25.95 m GEOLOGY/UNIT MAIN DESCRIPTION R.L. (m) DEPTH (m) GRAPHIC LOG 'N' VALUE TESTS BLOW COUNTS OR SHEAR VALUE CORE TOTAL CORE RECOVERY (%) SAMPLE TYPE METHOD CASING BASE OF HOLE & WATER LEVEL ADDITIONAL NOTES PIEZOMETER DETAILS OTHER INSTRUMENTATION Fine SAND, trace silt, grey. Loose, moist, uniformly graded, non-plastic. Pumice.(continued) 26 8 2/2//2/2/2/2 Sandy SILT, grey. Soft, moist, non-plastic. 16 SILT, trace sand, grey. Soft, moist, non-plastic. 6 2/2//1//2/3 44 PEAT, dark brown. Firm. 17 24 SILT, trace sand, grey. Moist, non-plastic. 15 18 Fine SAND, trace silt, grey. Medium dense, moist, uniformly graded, non-plastic. SILT, trace sand, brown. Soft, moist, non-plastic. 22 19 23 3 3/4//5/7/6/5 /1///1/1/1 67 9 44 HQ Size, Triple Tube, Wireline Rotary Coring Bentonite 2 24 Sandy S ILT, bluish grey. Very soft, wet, non-plastic. 21 2 1////// 22 67 SOIL LOG 2-32113..GPJ HMN_TEM.GDT 26/4/13 NOTES Clayey fine-medium SAND, greyish white. Loose, moist, gap graded. Trace thin beds of soft white CLAY. LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (25) STARTED INCLINATION/ AZIMUTH LOGGED CHECKED CLIENT 11/4/213 Vertical; n/a J Garvey T de Malmanche Tainui Group Holdings Ltd FINISHED Co. RIG LAB REF. PROJECT No. 12/4/213 Perry Geotech Tractor 13/843/1 2-32113. Scale 1:25 @ A3
Borehole No: 112 PROJECT CO-ORD. 18559 E 5815661 N R.L. SHEET 41.15 m 4 of 4 LOCATION Ruakura South REF. GRID NZTM DATUM Moturiki 1953 DEPTH 25.95 m GEOLOGY/UNIT MAIN DESCRIPTION R.L. (m) DEPTH (m) GRAPHIC LOG 'N' VALUE TESTS BLOW COUNTS OR SHEAR VALUE CORE TOTAL CORE RECOVERY (%) SAMPLE TYPE METHOD CASING BASE OF HOLE & WATER LEVEL ADDITIONAL NOTES PIEZOMETER DETAILS OTHER INSTRUMENTATION Clayey fine-medium SAND, greyish white. Loose, moist, gap graded. Trace thin beds of soft white CLAY.(continued) 4 1/1//1/1/1/1 18 23 64 SILT, trace sand, bluish grey. Very soft, moist, plastic. 24 1/1///// HQ Size, Triple Tube, Wireline Rotary Coring 32mm Slotted PVC / Walton Park 25 16 2 1/1//1//1/ END OF BOREHOLE 26 27 14 28 29 12 SOIL LOG 2-32113..GPJ HMN_TEM.GDT 26/4/13 NOTES LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (25) STARTED INCLINATION/ AZIMUTH LOGGED CHECKED CLIENT 11/4/213 Vertical; n/a J Garvey T de Malmanche Tainui Group Holdings Ltd FINISHED Co. RIG LAB REF. PROJECT No. 12/4/213 Perry Geotech Tractor 13/843/1 2-32113. Scale 1:25 @ A3
Project No: 2-32113. Lab Ref No: 13/843/1 BH-112 Core Photos Page 1 of 2
Project No: 2-32113. Lab Ref No: 13/843/1 BH-112 Core Photos Page 2 of 2
Project No: 2-32113. Lab Ref No: 13/843/1 BH-112 Site Photos Page 1 of 1 BH-112 : view looking southwest, post-installation.
N Effluent Ponds Dairy Cow Milking Sheds, with detergents storage Historical Effluent Ponds Offal Pits Farm buildings Maintenance Workshop, with chemical storage and diesel tank. With suspect asbestos fibrolite roof. Key: Hand Auger: Groundwater Monitoring Well: Test Pit/Trench: PAGE 1 CHEDWORTH PARK LTD LAND TAINUI GROUP HOLDINGS JUNE 213 NTS 2-32113.
N Pastoral / Dairy land Approximate extent of burial pits (from Google Earth Imagery) Hamilton Ring Road Ditch / Stream Key: Hand Auger: Groundwater Monitoring Well: Test Pit/Trench: PAGE 2 CHEDWORTH PARK LTD LAND TAINUI GROUP HOLDINGS JUNE 213 NTS 2-32113.