Appendix A. Producer Statement Advisory Note

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1 Appendix A Producer Statement Advisory Note Ref. No May 2017

2 PRODUCER STATEMENT CONSTRUCTION REVIEW (PS4) IMPORTANT ADVISORY NOTE The Building Consent Authority (BCA) frequently requires Producer Statements Construction Review (PS4) to be submitted to the BCA in order for a Code of Compliance Certificate (CCC) to be issued. A PS4 is usually required for each specialist area. The requirement for a consultant to issue a PS4 related to their area of work will appear as a condition in the Building Consent documents. It is the consent holder s responsibility to notify Soil & Rock Consultants for geotechnical construction inspections and testing required for subsequent issue of a PS4. An initial inspection of stripped or excavated ground must take place before any fill or blinding concrete is placed. Retrospective inspection of completed or partially completed geotechnical work is not possible and a PS4 will not be issued without all the required inspections. In order to secure our inspection services and avoid delays on site, Soil & Rock Consultants require at least 24 hours notice prior to the time the inspection is required. Our inspections are limited to items that have been recommended, designed and detailed by Soil & Rock Consultants. We are unable to inspect nonconsented or unauthorised work. Soil & Rock Consultants do not carry out inspections or issue PS4 s for work that has been recommended, designed or detailed by other consultants. Soil & Rock Consultants will not issue a PS4 where inspections and/or testing have been carried out by any other consultant. The PS4 must be sought from the consultant who carried out those inspections. The full Building Consent, with stamped plans with consent numbers (or a legible copy of the same) including all amendments, shall be made available to us during inspections. We will not commence any inspections until the documentation is available or provided to us prior to our inspection. Unless stated otherwise in our terms of engagement, the fees associated with construction inspections and the issue of PS4 s are separate from any work carried out prior to commencement of construction. We are able to provide a fee estimate for this work if required. We cannot provide a quote because the quantum of work required frequently depends on the construction program and the performance of others. These things are not known to us in advance of construction. Our normal terms of trade require payment of fees monthly during the inspection period and full settlement prior to release of any PS4.

3 Appendix B Augerhole Logs & Scala Penetrometer Test Logs Ref. No May 2017

4 CLIENT: PROJECT: Vehicle Logistics Ltd Proposed Re-Development, 281 Albany Highway, Albany Auger Hole No: AH01 Sheet 1 of 1 Drill Type: 50mm Hand Auger Project No: & Logged By: DEG Drilled By: Date Started: DEG Coordinates: Ground Elevation: Shear Vane No - Calibration Date: DR /12/2016 Surface Conditions: Beside Fence, Level Date Finished: Water Level: m 17/05/2017 STRATIGRAPHY FILL TAURANGA GR. GRAPHIC LOG Soil description in accordance with the NZ Geotechnical Society Inc 2005 "Guidelines for Field Description of Soil and Rock in Engineering Use" SILT some clay, some fine gravel, brown, firm, moist, slightly plastic (TOPSOIL FILL) Some orange inclusions of clayey SILT Clayey SILT, trace fine sand, orange, stiff, moist, moderately plastic (PUKETOKA FORMATION) yellow and orange Silty CLAY, trace fine sand, orange, yellow, light grey, very stiff, moist, highly plastic WATER LEVEL (m) SCALA PENETROMETER TEST NZS:4402:1986 test (Blows per 100mm Increment) (Blows) SHEAR STRENGTH REMOULDED SHEAR 25 r V v r (kpa) LABORATORY TESTS Clayey SILT, trace fine sand, orange and light grey, very stiff, moist, moderately plastic (WEATHERED WAITEMATA GROUP SOILS) 72 r 143 V some clay to clayey, light grey with orange mottles, slightly to moderately plastic clayey, moderately plastic 84 r 151 V some clay to clayey, orange, pink, light grey, yellow, slightly to moderately plastic 50 r 118 V HAND AUGER LOG WITH SCALA AH1-8 18MAY17.GPJ S+R_2013.GDT 23/5/17 WEATHERED WAITEMATA GROUP SOILS some clay, slightly plastic some clay to clayey, orange, light grey, yellow, slightly to moderately plastic some clay, slightly plastic water seepage SILT minor clay, some fine sand, pink and orange, stiff, moist to wet, non to slightly plastic some clay, saturated, slightly plastic light grey, pink, yellow, orange streaks pink and light grey orange, yellow, light grey, pink pink and light grey SILT some fine sand to sandy, minor clay, orange, light grey, stiff, saturated, non to slightly plastic END OF BORE. 0 METRES. (TARGET DEPTH) 17/05/ r 34 r 50 r 50 r 59 r 79 r 128 V 96 V 104 V 101 V 76 V 101 V 131 Lincoln Rd, Henderson, Auckland. Phone: (09)

5 CLIENT: PROJECT: Vehicle Logistics Ltd Proposed Re-Development, 281 Albany Highway, Albany Auger Hole No: AH02 Sheet 1 of 1 Drill Type: 50mm Hand Auger Project No: & Logged By: DEG Drilled By: Date Started: DEG Coordinates: Ground Elevation: Shear Vane No - Calibration Date: DR /12/2016 Surface Conditions: Near Level, Gravel Date Finished: Water Level: Not Encountered STRATIGRAPHY FILL GRAPHIC LOG Soil description in accordance with the NZ Geotechnical Society Inc 2005 "Guidelines for Field Description of Soil and Rock in Engineering Use" Fine to coarse GRAVEL, some fine to coarse sand, minor silt, some cobbles to 80mm diameter, grey, loosely packed, wet (GRANULAR FILL) SILT some clay, minor fine sand, orange, stiff, moist, slightly plastic (PUKETOKA FORMATION) Clayey SILT, trace fine sand, orange, very stiff, moist, moderately plastic WATER LEVEL (m) SCALA PENETROMETER TEST NZS:4402:1986 test (Blows per 100mm Increment) (Blows) SHEAR STRENGTH REMOULDED SHEAR 50 r V v r (kpa) LABORATORY TESTS yellow, yellow grey, orange TAURANGA GROUP minor fine sand some clay to clayey, light grey and orange, slightly to moderately plastic clayey, trace fine sand, moderately plastic 52 r 76 r 121 V 160 V some clay to clayey, minor fine sand, slightly to moderately plastic END OF BORE. 0 METRES. (TARGET DEPTH) 54 r 118 V HAND AUGER LOG WITH SCALA AH1-8 18MAY17.GPJ S+R_2013.GDT 23/5/ Lincoln Rd, Henderson, Auckland. Phone: (09)

6 CLIENT: PROJECT: Vehicle Logistics Ltd Proposed Re-Development, 281 Albany Highway, Albany Auger Hole No: AH03 Sheet 1 of 1 Drill Type: 50mm Hand Auger Project No: & Logged By: MB Drilled By: Date Started: MB Coordinates: Ground Elevation: Shear Vane No - Calibration Date: GEO740-14/09/2016 Surface Conditions: Near Level, Fill Date Finished: Water Level: m 17/05/2017 STRATIGRAPHY FILL GRAPHIC LOG Soil description in accordance with the NZ Geotechnical Society Inc 2005 "Guidelines for Field Description of Soil and Rock in Engineering Use" SILT, minor clay, some fine to medium sand, brown, dark grey, firm, moist, non to slightly plastic (FILL) SILT, minor clay, some fine to medium sand, orange and grey, stiff, wet, slightly plastic (PUKETOKA FORMATION) WATER LEVEL (m) 17/05/2017 SCALA PENETROMETER TEST NZS:4402:1986 test (Blows per 100mm Increment) (Blows) SHEAR STRENGTH REMOULDED SHEAR v r (kpa) LABORATORY TESTS Clayey SILT, trace fine sand, grey with orange streaks, very stiff, saturated, moderately plastic 0 r 167 V 67 r 155 V clayey SILT to silty CLAY, moderately to highly plastic TAURANGA GROUP orange and dark grey with light grey streaks Silty CLAY, trace fine sand, light grey with orange streaks, very stiff, saturated, highly plastic Clayey SILT, trace fine sand, light greyish white with orange mottles, very stiff, saturated, moderately plastic 64 r 81 r 114 V 137 V minor fine sand trace orange speckles, no orange mottles 61 r 122 V HAND AUGER LOG WITH SCALA AH1-8 18MAY17.GPJ S+R_2013.GDT 23/5/17 SILT, some clay to clayey, minor to some fine sand, light greyish white with dark orange mottles, stiff, very stiff, saturated, slightly to moderately plastic END OF BORE. 0 METRES. (TARGET DEPTH) 43 r 94 V 131 Lincoln Rd, Henderson, Auckland. Phone: (09)

7 CLIENT: PROJECT: Vehicle Logistics Ltd Proposed Re-Development, 281 Albany Highway, Albany Auger Hole No: AH04 Sheet 1 of 1 Drill Type: 50mm Hand Auger Project No: & Logged By: MB Drilled By: Date Started: MB Coordinates: Ground Elevation: Shear Vane No - Calibration Date: GEO740-14/09/2016 Surface Conditions: In Pit Date Finished: Water Level: m 17/05/2017 STRATIGRAPHY GRAPHIC LOG Soil description in accordance with the NZ Geotechnical Society Inc 2005 "Guidelines for Field Description of Soil and Rock in Engineering Use" CONCRETE slab for 150mm (FILL) WATER LEVEL (m) SCALA PENETROMETER TEST NZS:4402:1986 test (Blows per 100mm Increment) (Blows) SHEAR STRENGTH REMOULDED SHEAR v r (kpa) LABORATORY TESTS FILL SILT, some clay, minor fine to coarse sand, trace fine angular gravel, grey, brown, dark grey, orange, very stiff, moist, slightly plastic SILT, minor clay, some fine to medium sand, grey with orange speckles, stiff, moist to wet, non to slightly plastic (PUKETOKA FORMATION) 3 r 106 V orange, orange grey and grey 17/05/2017 TAURANGA GROUP minor to some clay, minor to some fine to medium sand, wet saturated Clayey SILT, trace to minor fine sand, grey with orange streaks, very stiff, saturated, moderately plastic light grey with minor orange streaks occasional decomposing wood fibers for 150mm trace fine sand 0 r 53 r 88 V 116 V orange streaks and white speckles 61 r 125 V Clayey SILT, trace fine sand, light greyish white with orange streaks, very stiff, saturated, moderately plastic (WEATHERED WAITEMATA GROUP SOILS) occasional grey streaks 70 r 140 V HAND AUGER LOG WITH SCALA AH1-8 18MAY17.GPJ S+R_2013.GDT 23/5/17 WEATHERED WAITEMATA GROUP SOILS 100mm of clayey SILT to silty CLAY, moderately to highly plastic minor fine sand orange and light grey SILT, some clay, minor fine sand, light grey and orange, stiff, saturated, slightly plastic some fine sand orange and dark orange mottles some fine to medium sand Silty CLAY, trace fine sand, orange and light grey, stiff, saturated, highly plastic SILT, some clay to clayey, minor fine sand, light grey with orange and pinkish orange mottles and streaks, stiff, saturated, slightly to moderately plastic some fine to medium sand, some clay, orange, dark orange and light grey, very stiff, slightly plastic END OF BORE. 0 METRES. (TARGET DEPTH) 43 r 36 r 46 r 49 r 46 r 103 V 91 V 88 V 97 V 119 V 131 Lincoln Rd, Henderson, Auckland. Phone: (09)

8 CLIENT: PROJECT: Vehicle Logistics Ltd Proposed Re-Development, 281 Albany Highway, Albany Auger Hole No: AH05 Sheet 1 of 1 Drill Type: 50mm Hand Auger Project No: & Logged By: MB Drilled By: Date Started: MB Coordinates: Ground Elevation: Shear Vane No - Calibration Date: GEO740-14/09/2016 Surface Conditions: In Pit Date Finished: Water Level: 0.3m 17/05/2017 STRATIGRAPHY FILL GRAPHIC LOG Soil description in accordance with the NZ Geotechnical Society Inc 2005 "Guidelines for Field Description of Soil and Rock in Engineering Use" Fine to coarse GRAVEL, some boulders, some fine to coarse sand, grey, brown, loosely packed, moist (GRANULAR FILL) SILT, some clay, some fine to coarse angular gravel, brown, dark grey, very stiff, wet, slightly plastic (FILL) saturated some fine to medium angular gravel WATER LEVEL (m) 17/05/2017 SCALA PENETROMETER TEST NZS:4402:1986 test (Blows per 100mm Increment) (Blows) SHEAR STRENGTH REMOULDED SHEAR v r (kpa) LABORATORY TESTS 200+ UTP V SILT, some clay, some fine sand, grey with orange streaks, stiff, saturated, slightly plastic (PUKETOKA FORMATION) Clayey SILT, trace fine sand, orange grey with orange streaks, stiff, saturated, moderately plastic stiff to very stiff 23 r 102 V clayey SILT to silty CLAY, grey and light grey with orange streaks, very stiff, moderately to highly plastic TAURANGA GROUP clayey SILT, minor fine sand, light grey with orange streaks, moderately plastic white speckles trace orange speckles, no orange streaks minor fine to medium sand 84 r 106 r 161 V 198 V orange mottles and streaks some fine to medium sand 106 r 167 V SILT, some clay, some fine to medium sand, orange and light grey, very stiff, saturated, slightly plastic HAND AUGER LOG WITH SCALA AH1-8 18MAY17.GPJ S+R_2013.GDT 23/5/17 WEATHERED WAITEMATA GROUP SOILS Clayey SILT, trace fine sand, light grey with orange streaks, stiff, saturated, moderately plastic (WEATHERED WAITEMATA GROUP SOILS) pinkish red and orange streaks red speckles light grey and orange SILT, some clay, minor fine sand, light grey with orange speckles, stiff, saturated, slightly plastic END OF BORE. 0 METRES. (TARGET DEPTH) 43 r 40 r 33 r 30 r 27 r 88 V 73 V 71 V 70 V 67 V 131 Lincoln Rd, Henderson, Auckland. Phone: (09)

9 CLIENT: PROJECT: Vehicle Logistics Ltd Proposed Re-Development, 281 Albany Highway, Albany Auger Hole No: AH06 Sheet 1 of 1 Drill Type: 50mm Hand Auger Project No: & Logged By: DEG Drilled By: Date Started: DEG Coordinates: Ground Elevation: Shear Vane No - Calibration Date: GEO740-14/09/2016 Surface Conditions: In Pit Date Finished: Water Level: 0.3m 17/05/2017 STRATIGRAPHY FILL GRAPHIC LOG Soil description in accordance with the NZ Geotechnical Society Inc 2005 "Guidelines for Field Description of Soil and Rock in Engineering Use" Fine to coarse angular GRAVEL, minor coarse sand, grey, loosely packed, wet (GRANULAR FILL) some cobbles to 100mm Ø WATER LEVEL (m) 17/05/2017 SCALA PENETROMETER TEST NZS:4402:1986 test (Blows per 100mm Increment) (Blows) SHEAR STRENGTH REMOULDED SHEAR v r (kpa) LABORATORY TESTS TAURANGA GROUP SILT, some clay, minor fine sand, organic stained brownish grey, stiff, saturated, slightly plastic (PUKETOKA FORMATION) Clayey SILT, orange, light grey, stiff, saturated, moderately plastic Silty CLAY, light grey, occasional orange mottles, stiff, saturated, highly plastic very stiff minor fine sand 15 r 3 r 67 r 68 V 79 V 114 V trace fine sand Clayey SILT, minor fine sand, light grey with orange streaks, very stiff, saturated, moderately plastic (WEATHERED WAITEMATA GROUP SOILS) 68 r 137 V 61 r 109 V stiff to very stiff HAND AUGER LOG WITH SCALA AH1-8 18MAY17.GPJ S+R_2013.GDT 23/5/17 WEATHERED WAITEMATA GROUP SOILS no orange streaks stiff, some clay, some fine sand, slightly plastic orange streaks END OF BORE. 0 METRES. (TARGET DEPTH) 46 r 38 r 46 r 58 r 55 r 94 V 68 V 81 V 81 V 76 V 131 Lincoln Rd, Henderson, Auckland. Phone: (09)

10 CLIENT: PROJECT: Vehicle Logistics Ltd Proposed Re-Development, 281 Albany Highway, Albany Auger Hole No: AH07 Sheet 1 of 1 Drill Type: 50mm Hand Auger Project No: & Logged By: DEG Drilled By: Date Started: DEG Coordinates: Ground Elevation: Shear Vane No - Calibration Date: DR /12/2016 Surface Conditions: Near Level, Gravel Date Finished: Water Level: 0.2m 17/05/2017 STRATIGRAPHY FILL TAURANGA GROUP GRAPHIC LOG Soil description in accordance with the NZ Geotechnical Society Inc 2005 "Guidelines for Field Description of Soil and Rock in Engineering Use" Fine to coarse angular GRAVEL, some fine to coarse sand, grey, loosely packed, wet (GRANULAR FILL) ASPHALT slab for 20mm (FILL) Fine to medium GRAVEL, some coarse gravel, some fine to coarse sand, grey, loosely packed, wet (GRANULAR FILL) saturated SILT, some clay, minor fine sand, orange, very stiff, saturated, slightly plastic (PUKETOKA FORMATION) Clayey SILT, trace fine sand, light orange, yellow, very stiff, saturated, moderately plastic Silty CLAY, trace fine sand, light grey, yellow, orange, very stiff, saturated, highly plastic Clayey SILT, trace fine sand, light grey and orange, very stiff, saturated, moderately plastic WATER LEVEL (m) 17/05/2017 SCALA PENETROMETER TEST NZS:4402:1986 test (Blows per 100mm Increment) (Blows) SHEAR STRENGTH REMOULDED SHEAR 39 r r 76 r 118 V 121 V 126 V v r (kpa) LABORATORY TESTS Silty CLAY, light grey with orange streaks, very stiff, saturated, highly plastic Clayey SILT, trace fine sand, orange, light grey, very stiff, saturated, moderately plastic END OF BORE. 0 METRES. (TARGET DEPTH) 67 r 123 V HAND AUGER LOG WITH SCALA AH1-8 18MAY17.GPJ S+R_2013.GDT 23/5/ Lincoln Rd, Henderson, Auckland. Phone: (09)

11 CLIENT: PROJECT: Vehicle Logistics Ltd Proposed Re-Development, 281 Albany Highway, Albany Auger Hole No: AH08 Sheet 1 of 1 Drill Type: 50mm Hand Auger Project No: & Logged By: MB Drilled By: Date Started: MB Coordinates: Ground Elevation: Shear Vane No - Calibration Date: GEO740-14/09/2016 Surface Conditions: Near Level, Grass Date Finished: Water Level: Not Encountered STRATIGRAPHY FILL TAURANGA GROUP GRAPHIC LOG Soil description in accordance with the NZ Geotechnical Society Inc 2005 "Guidelines for Field Description of Soil and Rock in Engineering Use" SILT, minor clay, some fine to coarse sand, trace fine angular gravel, stiff, moist, non to slightly plastic (FILL) Fine to medium subangular scoria GRAVEL, some coarse sand, grey and red, loosely packed, moist (GRANULAR FILL) SILT, minor to some clay, some fine to medium sand, grey and orange, very stiff, moist, slightly plastic (PUKETOKA FORMATION) Clayey SILT, trace fine sand, orange and orange grey, very stiff, moist, moderately plastic light grey mottles minor fine sand SILT, some clay to clayey, minor fine sand, light grey with orange streaks, very stiff, moist, slightly to moderately plastic WATER LEVEL (m) SCALA PENETROMETER TEST NZS:4402:1986 test (Blows per 100mm Increment) (Blows) SHEAR STRENGTH REMOULDED SHEAR 30 r 49 r 52 r V 137 V 137 V v r (kpa) LABORATORY TESTS some clay, trace orange speckles and mottles END OF BORE. 0 METRES. (TARGET DEPTH) 64 r 134 V HAND AUGER LOG WITH SCALA AH1-8 18MAY17.GPJ S+R_2013.GDT 23/5/ Lincoln Rd, Henderson, Auckland. Phone: (09)

12 Level 1, 131 Lincoln Road, Waitakere 0612 PO Box Henderson, Waitakere Fax SCALA PENETROMETER SHEET - TABLE OF BLOWS PER INCREMENT JOB NAME: 281 Albany Hwy, Albany JOB NO: TESTED BY: MB/DG DATE: 17/05/2017 Depth of Penetration [mm] AH01 AH04 AH05 AH06 DEPTH START[m] mm DEPTH END [m] Testing Method: NZS 4402:1988 Test Dynamic Cone Penetrometer scala ah1-8_18may17.xlsx Scala AH01-06

13 Appendix C CBR Correlation & Shrink/Swell Test Result Ref. No May 2017

Level 1, 131 Lincoln Road, Waitakere 0612 PO Box 21-424 Henderson, Waitakere 0650 09 835 1740 Fax 09 835 1847 SCALA PENETROMETER SHEET - TABLE OF BLOWS PER INCREMENT & NZS4404: 2010 CBR CORRELATION

14 Level 1, 131 Lincoln Road, Waitakere 0612 PO Box Henderson, Waitakere Fax SCALA PENETROMETER SHEET - TABLE OF BLOWS PER INCREMENT & NZS4404: 2010 CBR CORRELATION JOB NAME: 281 Albany Highway, Albany JOB NUMBER: TESTED BY: DEG/MB DATE: 17/05/2017 Depth of SP01 (AH02) SP02 (AH07) SP03 (AH08) Penetration Blows/ mm/ CBR per Blows/ mm/ CBR per Blows/ mm/ CBR per from 50mm Blow Increment 50mm Blow Increment 50mm Blow Increment Groundsurface (Field) % (Field) % (Field) % 50 mm < < < < DEPTH END Testing Method: NZS 4402:1988 Test Dynamic Cone Penetrometer Notes: - CBR percentages are Equivalent Unsoaked values from Scala Penetrometer Test - Pavement designer to consider test results over the full depth of each table Reference from NZS 4404:2010

Shrink-Swell Test Results Level 1, 131 Lincoln Road, Waitakere 0612 PO Box 21-424 Henderson, Waitakere 0650 09 835 1740 Fax 09 835 1847 SS01 - AH04 Job Name: 281 Albany Highway, Albany Job No: 17095

15 Shrink-Swell Test Results Level 1, 131 Lincoln Road, Waitakere 0612 PO Box Henderson, Waitakere Fax SS01 - AH04 Job Name: 281 Albany Highway, Albany Job No: Date: 23-May-17 Tested By: JM Sample Location: SS01 - AH04 Date Sampled: 17-May-17 Sampling method: Push Tube Sampled By: DG/MB Sampling depth (m): 0.7m-1.1m Inert inclusions (%): 0 Sample condition: Good Extent of cracking (%): 0 Extent of crumbling (%): 0 Sample description: Clayey SILT, orange brown, light grey, very stiff, moist, moderately plastic (NATURAL) Wet Density γ (t/m 3 ) = 1.76 Dry Density γ d (t/m 3 ) = 1.23 Shrinkage Test Swell Test Initial moisture content (%) = 43.1 ε sh = Magnitude of total shrinkage strain (%) = 8.4 ε sw = Magnitude of the swelling strain (%) = -0.7 (Note: The ε sw value is negative if the sample has undergone consolidation) Initial moisture content (%) = 4 Final moisture content (%) = 4 Moisture Content (%) Strain (%) Swell Strain Shrink Strain 15 Shrink-Swell index Iss = 4.7 Strain per pf (%) Testing Method: AS Soil reactivity tests

16 Appendix D Soil & Rock Consultants Drawing Ref. No May 2017

AH02 AH01 NOTES: 1. Locations of features approximate only 2. Location of all buried services to be verified prior to construction 3.

te plan adapted from information on Auckland Council GIS

Consultants, May 16, 2017 AH03 SS01 Approximate Shrink Testing Locations, Soil and Rock Consultants, May 16, 2017 Site Boundary Approximate location of New Building AH07 AH04 Albany Highway SS01 AH06

17 AH02 AH01 NOTES: 1. Locations of features approximate only 2. Location of all buried services to be verified prior to construction 3. Boundary information on this Site plan adapted from information on Auckland Council GIS Site Location AH08 Locality Plan Scale:N.T.S. LEGEND: AH01 A A' Approximate Augerhole Locations, Soil and Rock Consultants, May 16, 2017 Approximate Cross Section Locations, Soil and Rock Consultants, May 16, 2017 AH03 SS01 Approximate Shrink Testing Locations, Soil and Rock Consultants, May 16, 2017 Site Boundary Approximate location of New Building AH07 AH04 Albany Highway SS01 AH06 DATE REV AMENDMENTS DESCRIPTION AH05 Check all dimensions and levels on site before commencing construction. This drawing and design remains the property of Geotechnical Engineering Ltd. and may not be reproduced without the written permission of Geotechnical Engineering Ltd. Level 1, 131 Lincoln Road, Waitakere PO Box Henderson, Waitakere 0650 Ph Fax ALBANY HIGHWAY ALBANY SITE PLAN SCALE (1:400) metres 17095/1 DRAWN: DATE: C Wang SCALES: 1:400 CHECKED: DESIGNED: AT A3 R Lineses Filename: s:\17---\ \17095\cad\ REV.

Hydro One (Sept 2014) Hydro One (Sept 2014) Hydro One (Sept 2014)

Hydro One (Sept 2014) Hydro One (Sept 2014) Hydro One (Sept 2014) TABLE 1 WELL CONSTRUCTION DETAILS MOE WWR No Well ID Location Installation Date Status Easting Coordinates Northing Source Elevation Screened Interval Screened Material Borehole Well Stick-up Ground Top