SHELL COVE BOATHARBOUR - STAGE 2 · shell cove boatharbour - stage 2 . monthly monitoring summary ....

SHELL COVE BOATHARBOUR - STAGE 2 MONTHLY MONITORING SUMMARY May, 2014 COASTWIDE CIVIL PTY LTD ADDRESS: 19 CROOME LANE, ALBION PARK, 2527 POSTAL: P.O.BOX 116, KIAMA, 2533 E-MAIL: [email protected] ABN: 71 073 648 594 TELEPHONE: (02) 4256 1499 FAX: (02) 4256 5243 MOBILE: 0418 229 702 A.H.: (02) 4232 2173

mailto:[email protected]

Coastwide Civil Shell Cove Boat Harbour, Stage 2

Monthly Environmental Monitoring Report May, 2014

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Contents 1. Preliminaries ................................................................................................................................................ 3

1.1. Background .......................................................................................................................................... 3

1.2. Introduction ......................................................................................................................................... 3

2. Monitoring Requirements ........................................................................................................................... 4

2.1. Water Quality ...................................................................................................................................... 4

2.2. Noise .................................................................................................................................................... 6

2.3. Air Quality ............................................................................................................................................ 7

2.4. Vibration .............................................................................................................................................. 7

2.5. Acid Sulphate Soils ............................................................................................................................... 7

3. Water Quality .............................................................................................................................................. 8

3.1. Near Shore Monitoring – Monitoring Points 8, 9, 12 and 20 .............................................................. 8

3.2. Surface Water: Inbound flow– Monitoring Points 10, 11, 13, 14 and Outbound Flow – Monitoring Point 12.......................................................................................................................................................... 11

3.3. Storage Pond – Monitoring Point 7 ................................................................................................... 13

4. Air, Noise and Vibration Testing ................................................................................................................ 14

4.1. Noise Testing ..................................................................................................................................... 14

4.2. Air Quality .......................................................................................................................................... 16

4.3. Vibration ............................................................................................................................................ 16

5. Acid Sulphate Soils ..................................................................................................................................... 17

5.1. Odour Monitoring .............................................................................................................................. 17

Appendix A – Site Map Appendix B – Lab Testing Results Appendix C – Rainfall Monitoring Results



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1. Preliminaries 1.1. Background This project involves the construction of a boat harbour consisting of inner and outer harbour basins located behind an existing beach dune system in what is currently a degraded swamp, and an access channel across the beach. Included in the boat harbour project are:

• inner and outer harbour basins; • boardwalk/promenade surrounding the inner and outer harbours; • regional boat launching ramp located in the outer harbour; • 470m long rock breakwater on the northern side of the access channel; • 282m long rock groyne on the southern side of the access channel; • dune construction and beach nourishment; • land platform works for hotel, shopping centre, residential development, marina support facilities

and dry boat storage surrounding the boat harbour; • a staged 300 berth floating marina in the inner harbour; • vessel fuelling facilities and sewage pump out facilities in the outer harbour; and • a boat lift and hardstand area for vessel maintenance.

The works are to be conducted over multiple stages. Coastwide Civil have won the contract to conduct Stage 2 works. The main components of Stage 2 works are: • Excavation of the remainder of the Boatharbour which was not excavated in Stage 1 • Surcharging (and removal) of the P2B Surcharge Area and any incomplete portions of the P3 Surcharge

Area • Removal of the surcharge material from Surcharge P1A, P1B and P2A • Construct edge treatment for the Boatharbour • Install boardwalk piles • Construct boat ramp in the Outer Harbour

1.2. Introduction This document provides a summary of monthly environmental performance on site. It includes the following:

• Section 2 outlines monitoring requirements as per the conditions of the Environmental Protection Licence (EPL), the Site Environmental Management Plan (SEMP) and the Construction Environmental Management Plan (CEMP);

• Sections 3 to 5 detail the results of environmental monitoring undertaken on site; and • Results of any lab testing are included as Appendix B. A copy of rainfall monitoring results for the

month is attached as Appendix C.



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2. Monitoring Requirements 2.1. Water Quality Water Quality Inbound and Outbound Channels Monitoring Locations – See Appendix A - Site Map for location of monitoring points As nominated in EPL 12426, Section 2, P1.3 Station no. Location Testing Required

10 Upstream Location – Runoff into site from West Oil and Grease, pH, Total Suspended Solids, Turbidity and Colour

11 Upstream Location– Runoff into site from North Oil and Grease, pH, Total Suspended Solids, Turbidity and Colour

12 Surface Water leaving site into the near shore zone Oil and Grease, pH, Total Suspended Solids, Turbidity and Colour

13 Upstream Location – Runoff into site from West Oil and Grease, pH, Total Suspended Solids, Turbidity and Colour

14 Upstream Location – Runoff into site from South Oil and Grease, pH, Total Suspended Solids, Turbidity and Colour

Monitoring Requirements As nominated in EPL 12426, Section 5, M2. No limit values for monitoring of inflows and outflows are specified in the EPL. Station no. Testing Requirement Compliance Criteria Frequency

10,11,12,13, 14

Oil and Grease Not specified in EPL

Special Frequency 2 – daily if turbidity >5NTU at MP8,9,12, otherwise weekly

pH Not specified in EPL Total Suspended solids Not specified in EPL

Turbidity Not specified in EPL Near Shore Monitoring Monitoring Locations – See Appendix A - Site Map for location of monitoring points As nominated in EPL 12426, Section 2, P1.3 for MP8,9 and 12, Section 8 E1.3 for MP20 (Note that MP20 is referred to only as Beach Zone Rectangular Pond in the EPL): Station no. Location Testing Required

8 Surf zone, 100m south of groyne Colour, Turbidity

9 Surf zone 100m north of breakwater Colour, Turbidity

12 Surface Water leaving site into the near shore zone Colour, Turbidity

20 Beach zone rectangular pond Oil and Grease, Colour, pH, Turbidity



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Monitoring Requirements Limit criteria for points 8 and 9 are as established in the SEMP Section 7.4.4. The EPL establishes a 5 NTU turbidity trigger value to initiate monitoring at monitoring points 10-14 as per special frequency 2. Station no. Testing Requirement Compliance Criteria Frequency

8,9,12 Turbidity <5 NTU Special Frequency 1 – weekly during dry weather, daily during wet weather (>20mm rainfall within 24 hours in rain gauge), daily during any water break out on site Daily during marine works

Colour Visual Assessment

20

Oil and Grease Not specified in EPL Colour Not specified in EPL pH Not specified in EPL Turbidity Not specified in EPL

Storage Pond Monitoring Monitoring Locations – See Appendix A - Site Map for location of monitoring points As nominated in EPL 12426, Section 2, P1.3: Station no. Location Testing Required

7 Storage Pond Oil and Grease, Suspended Solids, Acidity, Turbidity, Nitrate, Nitrogen (Ammonia), Biochemical Oxygen Demand (BOD)

15 Trommel Pad Sediment Basin Oil and Grease, pH, Total Suspended Solids

16 Acid Sulphate Soil Treatment Area Oil and Grease, pH, Total Suspended Solids

Monitoring Requirements As nominated in EPL 12426, Section 5, M2 for monitoring requirements and Section 3, L2 for concentration limits: Station no. Testing Requirement Compliance Criteria Frequency

7

Oil and Grease Not visible

Prior to any release into the clean water system. Daily during any discharge from the storage pond.

Suspended Solids <50 mg/L Acidity 4.0 – 8.5 pH

Turbidity Not specified in EPL /CEMP

Nitrate Not specified in EPL /CEMP

Nitrogen (Ammonia) Not specified in EPL /CEMP

Biochemical Oxygen Demand (BOD)

Not specified in EPL /CEMP

15, 16 Oil and Grease Not visible Prior to any release into the clean water

system. Daily during any discharge from either sediment basin.

Suspended Solids 50 Acidity 6.5 – 8.5 pH



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2.2. Noise Monitoring Locations – See Appendix A - Site Map for location of monitoring points As nominated in EPL 12426, Section 2, P1.4:

Station no. Location 17 Southernmost property on Boollwarroo Parade 18 Nearest residence on Mary, William or Sophia Streets 19 Nearest residence on Whitsunday or Apollo Drives

Monitoring Requirements As nominated in EPL 12426, Section 3, L4: “For any exceedance of the background noise level by more than 10 dB(A) the licensee must undertake community liaison and consultation in order to identify and implement any additional reasonable and feasible noise mitigation options. L4.2 5dB(A) must be added to the measured noise levels if the noise is substantially tonal or impulsive in character.” Table 4.6 of the CEMP summarises noise trigger values based on background levels determined by Wilkinson Murray in 2005 as: Parameter Trigger Value Measurement Location

Construction Noise LAeq,15 min: 52 dBA Nearest residence on Boollwarroo Parade LAeq,15 min: 44 dBA Nearest residence on Mary, William or Sophia Streets LAeq,15 min: 44 dBA Nearest residence on Whitsunday or Apollo Drives



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2.3. Air Quality Monitoring Locations – See Appendix A - Site Map for location of monitoring points As nominated in EPL 12426 Section 2, P1.1:


Monitoring Requirements Compliance limit criteria are not specified in the EPL. As per SEMP, Section 8:

Station no. Testing Requirement Compliance Criteria Frequency

1,2,3 Dust <4g / m2 / month, or <2g / m2/ month over background levels Monthly

2.4. Vibration Monitoring Locations – See Appendix A - Site Map for location of monitoring points Monitoring Points are not specified in the EPL. Points as nominated in SEMP Section 8 are:


Monitoring Requirements As per CEMP, Section 4.7.4: Station no.

Testing Requirement Compliance Criteria Frequency

1,2,3 vibration Vibration dose: <0.4 m/s1.75

Once during initial stages of work by plant likely to cause vibration

2.5. Acid Sulphate Soils Monitoring Requirements As nominated in EPL 12426 Section 4, O5.11-5.14: “Any acid sulphate soils disturbed during the project must be managed in accordance with the document titled “ACID SULPHATE SOIL MANUAL, ASSMAC 1998”. From the time when the acid sulphate soil is exposed to the atmosphere: a) the licensee must complete a log of odour observations. These observations must continue for a duration of 20 consecutive days and be used to assess compliance with the odour condition/s of this licence and to assess the risks of odours impacting residential areas under worst-case wind conditions. b) the licensee has 30 days to submit the log of odour observations to the EPA together with an assessment of actual and potential odour impacts on the nearest residential areas.



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3. Water Quality 3.1. Near Shore Monitoring – Monitoring Points 8, 9, 12 and 20 Test Results Test frequency: Special Frequency 1 (Weekly in dry weather, daily in wet weather and daily during break out). To be completed daily during marine works. Date Pollutant Point 8 Point 9 Point 12

30/05/2014 Colour Clear Clear Clear Turbidity 2.48 3.93 15.75
















CEMP Compliance Limit Turbidity 5 5 EPL Special Frequency 2 Trigger Value Turbidity 5 5 5



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Date Pollutant Point 8 Point 9 Point 12







CEMP Compliance Limit Turbidity 5 5 EPL Special Frequency 2 Trigger Value Turbidity 5 5 5

Date Pollutant Point 20

30/05/14

Oil and Grease Not visible pH 8.2 Turbidity 2.29 Colour Clear

29/05/14


28/05/14


27/05/14


26/05/14


23/05/14



22/05/14


21/05/14


20/05/14


19/05/14


16/05/14


15/05/14




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14/05/14


13/05/14


12/05/14


09/05/14


08/05/14



07/05/14


06/05/14


05/05/14


02/05/14


01/05/14


Comments on Results

• The 5 NTU trigger value was exceeded at MP12 on 05/05/14, MP9 and MP12 on 13/05/14 and at MP12 on 15/05/14.

o Samples on 05/05/14 and 13/05/14 were taken after mechanical opening of the swamp entrance channel.

o Elevated turbidity recorded at MP12 was due to natural turbidity in the swamp system. • The 5 NTU trigger value was exceeded at MP12 on 16/05/14, 21/05/14, 27/05/14, 28/05/14 and

30/05/14. o The sample on 21/05/14 was taken after mechanical opening of the swamp entrance

channel. o The samples on 27/05/14, 28/05/14 and 30/05/14 were taken after minor mechanical

adjustment to reopen the swamp entrance channel. o Elevated turbidity recorded at MP12 was due to natural turbidity in the swamp system.

• Water quality in the beach zone rectangular pond has been consistently good and water level stable at around RL 1.0m.



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3.2. Surface Water: Inbound flow– Monitoring Points 10, 11, 13, 14 and Outbound Flow – Monitoring Point 12

Test Results Test frequency: Special Frequency 2 (Weekly, or daily when turbidity at MP8, 9 or 12 is greater than 5 NTU) Date Pollutant Point 10 Point 11 Point 13 Point 14 Point 12 Point 7

30/05/14

Oil and Grease Not visible

No water flowing

No water flowing

No water flowing

Not visible Not visible pH 8.7 7.5 8.1 Total Suspended Solids (mg/L) 14 25 2

Turbidity (NTU) 25.17 15.75 3.56 Colour Clear Clear

29/05/14

Oil and Grease

No water flowing

No water flowing

No water flowing

No water flowing

Not visible Not visible pH 8.1 8.3 Total Suspended Solids (mg/L) 14 3

Turbidity (NTU) 6.28 3.59 Colour Clear

28/05/14

Oil and Grease

No water flowing

No water flowing

No water flowing

No water flowing



27/05/14

Oil and Grease

No water flowing

No water flowing

No water flowing

No water flowing



21/05/14

Oil and Grease

No water flowing

No water flowing

No water flowing

No water flowing

Not visible Not visible pH 8.3 8.0 Total Suspended Solids (mg/L) 19 7.68


16/05/14

Oil and Grease

No water flowing

No water flowing

No water flowing

No water flowing





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Date Pollutant Point 10 Point 11 Point 13 Point 14 Point 12 Point 7

15/05/14

Oil and Grease

No water flowing

Not visible

No water flowing

No water flowing



13/05/14

Oil and Grease

No water flowing

No water flowing

No water flowing

No water flowing



05/05/14

Oil and Grease

No water flowing

No water flowing

Not visible

No water flowing



02/05/14

Oil and Grease Not visible Not visible Not visible

No water flowing

Not visible

Sample not taken

pH 8.3 7.5 8.2 7.9 Total Suspended Solids (mg/L) 21 3 1 3

Turbidity (NTU) 24.41 6.97 4.92 4.87 Colour Clear Clear Clear Clear

Comments on Results

• Monitoring of Point 7 as shown above is not a requirement of the EPL. These tests have been undertaken for the purpose of gathering data on water quality in the storage pond.

• Discharge of the main storage pond: o Commenced 05/05/14 and ended 30/05/14.

• Swamp entrance: o Was opened mechanically on 05/05/14 and had closed by 07/05/14 o Was opened mechanically on 13/05/14 and closed on the night of 20/05/14. o Was opened mechanically on 21/05/14 and has remained open. The entrance was given

minor mechanical adjustment on the mornings of 27/05/14, 28/05/14 and 30/05/14 to reopen the channel, though these are not considered as separate opening events.

• Notable Rainfall Events: o No significant events, which is reflected by the fact that no water was flowing in any of the

upstream monitoring points in the second half of the month.



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3.3. Storage Pond – Monitoring Point 7 Test Results Test frequency: Daily during discharge.

Pollutant

Date Oil and Grease pH*

Tota

l Su

spen

ded

Solid

s (m

g/L)

Turbidity* (NTU)

Bioc

hem

ical

O

xyge

n De

man

d (B

OD)

(mg/

L)

Nitrate (mg/L)

Nitrogen (Ammonia

) (mg/L)

30/05/2014 Not visible 8.1 2 3.56 1.3 0.115 0.469 29/05/2014 Not visible 8.3 3 3.59 1.4 0.079 0.552 28/05/2014 Not visible 8.2 2 4.23 1.7 0.054 0.547 27/05/2014 Not visible 7.5 7 4.36 2.2 0.062 0.276 26/05/2014 Not visible 8.1 5 4.26 1.6 0.047 0.314 23/05/2014 Not visible 8.0 9 9.64 1.2 0.017 0.118 22/05/2014 Not visible 8.2 10 9.81 1.4 0.021 0.123 21/05/2014 Not visible 8.0 8 6.90 1.1 0.017 0.111 20/05/2014 Not visible 7.9 5 4.38 <1 0.011 0.068 19/05/2014 Not visible 8.2 4 3.41 <1 0.024 0.105 16/05/2014 Not visible 8.1 3 3.10 1 <0.005 0.048 15/05/2014 Not visible 8.2 1 4.03 1 0.011 0.069 14/05/2014 Not visible 8.1 4 3.75 1 0.010 0.081 13/05/2014 Not visible 7.2 3 2.79 1 0.012 0.039 12/05/2014 Not visible 8.3 4 4.35 1 0.013 0.043 09/05/2014 Not visible 8.4 2 3.71 1 0.014 0.042 08/05/2014 Not visible 8.2 4 2.63 1 0.008 0.029 07/05/2014 Not visible 8.4 3 3.35 1 0.009 0.034 06/05/2014 Not visible 8.5 3 3.06 1 0.012 0.05 05/05/2014 Not visible 8.3 5 1.98 1 0.011 0.038 29/04/2014 Not visible 8.2 5 3.92 1 0.022 0.126 28/04/2014 Not visible 8.2 1 2.44 1 0.029 0.179 24/04/2014 Not visible 8.4 2 3.19 1 0.015 0.093 23/04/2014 Not visible 8.2 1 3.28 1 0.008 0.084

EPA Discharge

Criteria Not visible 4.0 – 8.5 50 - - - -

*Tests undertaken on site by Coastwide Civil Remarks

• Discharge commenced 05/05/14 and ended 30/05/14. o All monitoring results are compliant with discharge criteria. o Some lab results have not yet been received.

• For the previous reporting period, discharge commenced 24/03/14 and ended 29/04/14. o All monitoring results are compliant with discharge criteria.



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4. Air, Noise and Vibration Testing 4.1. Noise Testing Test Results Test frequency: Weekly

Date Location Time Measured Noise Levels Observed Noise Sources and notes (sound levels in dB)

Estimated LAeq

Contribution

CEMP Trigger Value

28/0

5/14

MP17 10:50am – 11:05am

LA10 = 56.3 LA90 = 51.2 LAeq = 54.2 Lmax = 88.7 Lmin = 50.2

Vehicles: 11 No., Av: 72.72 Wind: 56.7, 58.1, 52.7 Birds: 61.3, 56.7, 57.1, 57.5 Site machinery: 56.2, 54.5, 55.6, 56.7 Most background noise was due to wind gust and cars. A garbage truck produced the peak noise reading. Dump trucks and excavators on site could be heard throughout the test. Site contribution = LAeq – 3dB

51.2 52.0

MP18 11:10am – 11:25am


Wind: 48.1, 52.1, 51, 53.2 Birds: 48.2, 47.9, 48.1 Vehicles: 52.1, 61.2 Site machinery: 52.4, 51.4, 50.4, 66.8 Aeroplane: 50.2, 56.1 Most noise was due to wind and trees. Dump Trucks could occasionally be heard reversing and dumping their loads. Site contribution = LAeq – 6dB

43.4 44.0

MP19 11:40am – 11:55am


Construction Site: 75.2, 48.2, 58.2, 56.9, 66.7, 68.2, 64.9, 69.2, 64.2, 66.8, 64.1, 67.0 Most noise was due to adjacent house construction sites. Site noise inaudible. Site contribution = LA90 – 10dB

35.7 44.0

19/0

5/14

MP17 9:50am – 10:05am


People: 56.0, 58.9, 54.1 Aeroplanes: 63.2, 55.6, 52.6 Birds: 51.2, 61.1, 58.6 Vehicles: 10 No, Av: 67.32 Site plant: 51.3, 50.3, 53.3 Site audible consistently, but not the loudest noise source. Site contribution = LAeq – 6dB

51.1 52.0

MP18 10:15am – 10:30am


Birds: 43.5, 45.8, 56.6, 66.4, 61.2, 51.3, 50.2, 55.7 Vehicles: 50.2, 46.1 Site plant: 44.8, 40.1 Aeroplane: 41.4, 42.1 Birds are the dominant noise source; some dump trucks could be heard on site. Site contribution = LAeq – 6dB

47.1 44.0

MP19 10:45am – 11:00am


Vehicles: 60.3, 62.1, 74.1, 68.5, 49.5 Construction site: 57.9, 58.6, 50.6 People: 43.5 Aeroplane: 46.2, 49.6, 60.7 Birds: 40.2, 46.7 Works at the adjacent house construction sites are the dominant noise source. Site noise inaudible. Site contribution = LA90 – 10dB

33.2 44.0



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Comments on Results

• At MP17, weekly LAeq did not exceed the trigger value. • At MP18, weekly LAeq exceeded the trigger value in the third week of the period. • At MP19, weekly LAeq did not exceed the trigger value. • Consultation with the community about the project has been ongoing. A community newsletter is

being distributed monthly, explaining current works on site. A signboard has been erected at the site entrance providing a general explanation of the project. Both the newsletter and signboard contain contact information to allow any residents to communicate concerns about noise levels.

• No complaints have been received in this month about noise levels.

Date Location Time Measured Noise Levels Observed Noise Sources and notes (sound levels in dB)

Estimated LAeq

Contribution

CEMP Trigger Value

13/0

5/14

MP17 10:30am – 10:45am


Plant on site: 49.3, 51.1, 50.4, 49.2, 50.1, 57.5, 53.2, 50.9 Aeroplane: 61.3, 60.3, 59.7 Birds: 38.7, 39.9, 40.1, 68.9, 67.4, 52.3 Vehicles: 74.3, 73.1, 68.1, 72.8, 71.1 Site noise audible but half as loud as immediate noise sources. Site contribution = LAeq – 10dB

46.6 52.0

MP18 11:30am – 11:45am


Birds: 42.3, 44.1, 50.6, 46.2, 43.4, 41.6 Plant on site: 40.1, 40.2, 37.9 Site noise only faintly audible. Excavator operation and reverse beepers can be just heard. Site contribution = LAeq – 10dB

32.8 44.0

MP19 12:00pm – 12:15pm


House construction: 59.4, 63.4, 57.2, 50.7, 51.7, 62.8, 65.6, 68.3, 54.8, 59.4 Vehicles: 74.8, 69.3, 72.1, 70.4, 72.8 Works at the adjacent subdivision and house construction are the dominant noise source. Site noise inaudible. Site contribution = LA90 – 10dB

33.2 44.0

09/0

5/14

MP17 9:24am – 9:39am


Vehicles: 7 No, Av: 67.11 Plant movement and reverse beeper: 56.1, 55.3, 52.4, 53.7, 54.9, 50.5, 53.2, 52.2 Site audible consistently, but not the loudest noise source. Site contribution = LAeq – 3dB

43.4 52.0

MP18 9:40am – 9:55am


Birds: 38.9, 37.7, 39.4, 38.2, 37.2, 38.7, 40.3 Plant: 39.7, 38.4, 37.3, 36.4, 37.4, 44.9, 37.4 Plant on site can be faintly heard. The dominant noise source is the birds in the area. Site contribution = LAeq – 6dB

34.5 44.0

MP19 10:00am – 10:15am


Subdivision/house construction: 48.3, 47.2, 45.8, 50.1, 47.3, 47.5, 57.0, 65.8, 60.5, 74.3, 77.1 Vehicles: 79.0, 50.1, 64.8, 67.3, 66.8, 64.4 Works at the adjacent subdivision and house construction are the dominant noise source. Site noise inaudible. Site contribution = LA90 – 10dB

37.2 44.0



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4.2. Air Quality Test Results Test frequency: Monthly

Date Pollutant Point 1 Point 2 Point 3

16/04/14 – 24/04/14 Ash Content (g/m2/ month) 0.6 0.2 0.2

Combustible Matter (g/m2/ month) 0.9 <0.1 <0.1 Total dust (g/m2/ month) 1.5 0.2 0.2

24/04/14 – 23/05/14 Ash Content (g/m2/ month) 0.6 0.4 1.3

Combustible Matter (g/m2/ month) 0.3 0.4 0.6 Total dust (g/m2/ month) 0.9 0.8 1.9

SEMP Compliance Limit Total dust (g/m2/ month) 4.0 4.0 4.0 Comments on Results

• Due to heavy rainfall in April, dust samples had to be collected and new monitors installed on 16/04/14. Results for the 16/04/14 – 24/04/14 period were extrapolated to give g/m2/month levels. Results for the 24/03/14 – 16/04/14 period were included in the April Monthly Environmental Monitoring Report.

• Dust results were below compliance limits 4.3. Vibration Test Results Test frequency: During initial stages of potentially vibratory work No testing has been required this month.



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5. Acid Sulphate Soils 5.1. Odour Monitoring The monitoring of odour from any encountered Acid Sulphate Soil areas is ongoing as per the requirements of the EPL. Completed odour monitoring logs have been forwarded to the EPA as required.



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Appendix A – Site Map



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Appendix B – Lab Testing Results

OF 1

Environmental Analysis Laboratory, Southern Cross University, Tel. 02 6620 3678, website: scu.edu.au/eal

checked: ...............Graham Lancaster

Laboratory Manager

RESULTS OF WATER ANALYSIS 2 samples supplied by Coastwide Civil Pty Ltd on the 28th April, 2014 - Lab. Job No. D3056Analysis requested by Nick Chalk. Your Project: Shell Cove Boat Harbour(19 Croome Lane, ALBION PARK NSW 2527).

Sample 1 Sample 2

PARAMETER METHODS REFERENCEMP7 23/4/14 MP7 24/4/14

Job No. D3056/1 D3056/2

TOTAL SUSPENDED SOLIDS (mg/L) GFC equiv. filter - APHA 2540-D 1 2

BIOCHEMICAL OXYGEN DEMAND5 (mg/L O2) APHA 5210-B 1 1

NITRATE (mg/L N) APHA 4500 NO3--F 0.015 0.008

AMMONIA (mg/L N) APHA 4500 NH3-H 0.093 0.084

Notes: 1. 1 mg/L (milligram per litre) = 1 ppm (part per million) = 1000 µg/L (micrograms per litre)= 1000 ppb (part per billion)2. Analysis performed according to APHA, 2012, “Standard Methods for the Examination of Water & Wastewater”, 22nd Edition, except where stated otherwise.3. Analysis conducted between sample arrival date and Report provision date4. ** denotes these test procedure or calculation are as yet not NATA accredited but quality control data is available5. .. Denotes not requested

OF 1



Laboratory Manager

RESULTS OF WATER ANALYSIS 2 samples supplied by Coastwide Civil Pty Ltd on the 5th May, 2014 - Lab. Job No. D3217Analysis requested by Nick Chalk. Your Project: Shell Cove Boat Harbour(19 Croome Lane, ALBION PARK NSW 2527).

Sample 1 Sample 2


Job No. D3217/1 D3217/2


BIOCHEMICAL OXYGEN DEMAND5 (mg/L O2) APHA 5210-B 1 1

NITRATE (mg/L N) APHA 4500 NO3--F 0.029 0.022

AMMONIA (mg/L N) APHA 4500 NH3-H 0.179 0.126


OF 1



Laboratory Manager


Sample 1 Sample 2 Sample 3 Sample 4

PARAMETER METHODS REFERENCEMP12 28/4/14 MP12 29/4/14 MP12 30/4/14 MP12 01/05/14

Job No. D3216/1 D3216/2 D3216/3 D3216/4

TOTAL SUSPENDED SOLIDS (mg/L) GFC equiv. filter - APHA 2540-D 3 6 2 2

Sample 5 Sample 6 Sample 7 Sample 8PARAMETER METHODS REFERENCE MP10 02/05/14 MP11 02/05/14 MP12 02/05/14 MP13 02/05/14

Job No. D3216/5 D3216/6 D3216/7 D3216/8



OF 1



Laboratory Manager


Sample 1 Sample 2


Job No. D3405/1 D3405/2



OF 1



Laboratory Manager


Sample 1 Sample 2 Sample 3 Sample 4 Sample 5

PARAMETER METHODS REFERENCEMP7 5/5/14 MP7 6/5/14 MP7 7/5/14 MP7 8/5/14 MP7 9/5/14

Job No. D3404/1 D3404/2 D3404/3 D3404/4 D3404/5

TOTAL SUSPENDED SOLIDS (mg/L) GFC equiv. filter - APHA 2540-D 5 3 3 4 2

BIOCHEMICAL OXYGEN DEMAND5 (mg/L O2) APHA 5210-B 1 1 1 1 1

NITRATE (mg/L N) APHA 4500 NO3--F 0.011 0.012 0.009 0.008 0.014

AMMONIA (mg/L N) APHA 4500 NH3-H 0.038 0.050 0.034 0.029 0.042


OF 1



Laboratory Manager


Sample 1 Sample 2 Sample 3 Sample 4

PARAMETER METHODS REFERENCEMP12 13/5/14 MP11 15/5/14 MP12 15/5/14 MP12 16/5/14

Job No. D3571/1 D3571/2 D3571/1 D3571/2



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Laboratory Manager




Job No. D3572/1 D3572/2 D3572/3 D3572/4 D3572/5


BIOCHEMICAL OXYGEN DEMAND5 (mg/L O2) APHA 5210-B 1 1 1 1 1

NITRATE (mg/L N) APHA 4500 NO3--F 0.013 0.012 0.010 0.011 <0.005



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Laboratory Manager

RESULTS OF WATER ANALYSIS 1 sample supplied by Coastwide Civil Pty Ltd on the 28th May, 2014 - Lab. Job No. D3785Analysis requested by Nick Chalk. Your Project: Shell Cove Boat Harbour - Wed 21st May(19 Croome Lane, ALBION PARK NSW 2527).

Sample 1

PARAMETER METHODS REFERENCEMP12 - 21.05.14

Job No. D3785/1

TOTAL SUSPENDED SOLIDS (mg/L) GFC equiv. filter - APHA 2540-D 19


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Laboratory Manager

RESULTS OF WATER ANALYSIS 5 samples supplied by Coastwide Civil Pty Ltd on the 28th May, 2014 - Lab. Job No. D3784Analysis requested by Nick Chalk. Your Project: Shell Cove Boat Harbour(19 Croome Lane, ALBION PARK NSW 2527). (Reissed TSS Results on the 6th June, 2014)


PARAMETER METHODS REFERENCEMP7 Monday 19/5/14 MP7 Tuesday 20/5/14 MP7 Wednesday

21/5/14 MP7 Thursday 22/5/14 MP7 Friday 23/5/14

Job No. D3784/1 D3784/2 D3784/3 D3784/4 D3784/5


BIOCHEMICAL OXYGEN DEMAND5 (mg/L O2) APHA 5210-B <1.0 <1.0 1.1 1.4 1.2




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Laboratory Manager

RESULTS OF WATER ANALYSIS 5 samples supplied by Coastwide Civil Pty Ltd on the 2nd June, 2014 - Lab. Job No. D3874Analysis requested by Nick Chalk. Your Project: Shell Cove Boat Harbour(19 Croome Lane, ALBION PARK NSW 2527).



Job No. D3874/1 D3874/2 D3874/3 D3874/4 D3874/5



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Laboratory Manager

RESULTS OF WATER ANALYSIS 5 samples supplied by Coastwide Civil Pty Ltd on the 2nd June, 2014 - Lab. Job No. D3875Analysis requested by Nick Chalk. Your Project: Shell Cove Boat Harbour(19 Croome Lane, ALBION PARK NSW 2527).


PARAMETER METHODS REFERENCEMP7 Monday 26/5/14 MP7 Tuesday 27/5/14 MP7 Wednesday

28/5/14 MP7 Thursday 29/5/14 MP7 Friday 30/5/14

Job No. D3875/1 D3875/2 D3875/3 D3875/4 D3875/5


BIOCHEMICAL OXYGEN DEMAND5 (mg/L O2) APHA 5210-B 1.6 2.2 1.7 1.4 1.3




False

1 1.00True Environmental

CERTIFICATE OF ANALYSISWork Order : EW1401265 Page : 1 of 3

:: LaboratoryClient Environmental Division NSW South CoastCOASTWIDE CIVIL

: :ContactContact Nick Chalk Glenn Davies

:: AddressAddress 19 Croome Lane

Albion Park 2527

99 Kenny Street, Wollongong 2500

Unit 4 / 13 Geary Place, PO Box 3105, North Nowra 2541

AUSTRALIA

:: E-mailE-mail [email protected] [email protected]

:: TelephoneTelephone +61 4256 1499 02 4225 3125

:: FacsimileFacsimile ---- 02 4225 3128

:Project Shell Cove Boat Harbour QC Level : NEPM 2013 Schedule B(3) and ALS QCS3 requirement

:Order number ----

:C-O-C number ---- Date Samples Received : 24-APR-2014

Sampler : ---- Issue Date : 08-MAY-2014

Site : ----

3:No. of samples received

Quote number : ---- 3:No. of samples analysed

This report supersedes any previous report(s) with this reference. Results apply to the sample(s) as submitted. All pages of this report have been checked and approved for

release.

This Certificate of Analysis contains the following information:

l General Comments

l Analytical Results

NATA Accredited Laboratory 825

Accredited for compliance with

ISO/IEC 17025.

SignatoriesThis document has been electronically signed by the authorized signatories indicated below. Electronic signing has been

carried out in compliance with procedures specified in 21 CFR Part 11.

Signatories Accreditation CategoryPosition

Dianne Blane Newcastle - InorganicsLaboratory Coordinator (2IC)

Environmental Division NSW South Coast ABN 84 009 936 029 Part of the ALS Group An ALS Limited Company

Address 99 Kenny Street, Wollongong 2500


2 of 3:Page

Work Order :

:Client

EW1401265

COASTWIDE CIVIL

Shell Cove Boat Harbour:Project

General Comments

The analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the USEPA, APHA, AS and NEPM. In house

developed procedures are employed in the absence of documented standards or by client request.

Where moisture determination has been performed, results are reported on a dry weight basis.

Where a reported less than (<) result is higher than the LOR, this may be due to primary sample extract/digestate dilution and/or insufficient sample for analysis.

Where the LOR of a reported result differs from standard LOR, this may be due to high moisture content, insufficient sample (reduced weight employed) or matrix interference.

When sampling time information is not provided by the client, sampling dates are shown without a time component. In these instances, the time component has been assumed by the laboratory for processing purposes.

Where a result is required to meet compliance limits the associated uncertainty must be considered. Refer to the ALS Contact for details.

CAS Number = CAS registry number from database maintained by Chemical Abstracts Services. The Chemical Abstracts Service is a division of the American Chemical Society.

LOR = Limit of reporting

^ = This result is computed from individual analyte detections at or above the level of reporting

Key :

Analysis as per AS3580.10.1-2003. Samples passed through a 1mm sieve prior to analysis. NATA accreditation does not apply for results reported in g/m².mth as sampling data was

provided by the client.

l

Sample exposure period outside AS3580.10.1 specifications of 30 +/- 2 days.l

3 of 3:Page

Work Order :

:Client

EW1401265

COASTWIDE CIVIL

Shell Cove Boat Harbour:Project

Analytical Results

--------MP3

16/04/14 - 24/04/14

MP2

16/04/14 - 24/04/14

MP1

16/04/14 - 24/04/14

Client sample IDSub-Matrix: DUST (Matrix: AIR)

--------24-APR-2014 15:0024-APR-2014 15:0024-APR-2014 15:00Client sampling date / time

--------EW1401265-003EW1401265-002EW1401265-001UnitLORCAS NumberCompound

EA120: Ash Content

Ash Content 0.20.6 0.2 ---- ----g/m².month0.1----

Ash Content (mg) 13 1 ---- ----mg1----

EA125: Combustible Matter

Combustible Matter <0.10.9 <0.1 ---- ----g/m².month0.1----

Combustible Matter (mg) <14 <1 ---- ----mg1----

EA141: Total Insoluble Matter

Total Insoluble Matter 0.21.5 0.2 ---- ----g/m².month0.1----

Total Insoluble Matter (mg) 17 1 ---- ----mg1----

False

1 1.00True Environmental

CERTIFICATE OF ANALYSISWork Order : EW1401568 Page : 1 of 3

:: LaboratoryClient Environmental Division NSW South CoastCOASTWIDE CIVIL

: :ContactContact Nick Chalk Glenn Davies

:: AddressAddress 19 Croome Lane

Albion Park 2527

99 Kenny Street, Wollongong 2500


AUSTRALIA

:: E-mailE-mail [email protected] [email protected]

:: TelephoneTelephone +61 4256 1499 02 4225 3125

:: FacsimileFacsimile ---- 02 4225 3128

:Project Shell Cove QC Level : NEPM 2013 Schedule B(3) and ALS QCS3 requirement

:Order number ----

:C-O-C number ---- Date Samples Received : 23-MAY-2014

Sampler : ---- Issue Date : 02-JUN-2014

Site : ----

3:No. of samples received

Quote number : ---- 3:No. of samples analysed

This report supersedes any previous report(s) with this reference. Results apply to the sample(s) as submitted. All pages of this report have been checked and approved for

release.

This Certificate of Analysis contains the following information:

l General Comments

l Analytical Results

NATA Accredited Laboratory 825

Accredited for compliance with

ISO/IEC 17025.

SignatoriesThis document has been electronically signed by the authorized signatories indicated below. Electronic signing has been

carried out in compliance with procedures specified in 21 CFR Part 11.

Signatories Accreditation CategoryPosition

Dianne Blane Newcastle - InorganicsLaboratory Coordinator (2IC)

Environmental Division NSW South Coast ABN 84 009 936 029 Part of the ALS Group An ALS Limited Company

Address 99 Kenny Street, Wollongong 2500


2 of 3:Page

Work Order :

:Client

EW1401568

COASTWIDE CIVIL

Shell Cove:Project

General Comments

The analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the USEPA, APHA, AS and NEPM. In house

developed procedures are employed in the absence of documented standards or by client request.

Where moisture determination has been performed, results are reported on a dry weight basis.

Where a reported less than (<) result is higher than the LOR, this may be due to primary sample extract/digestate dilution and/or insufficient sample for analysis.

Where the LOR of a reported result differs from standard LOR, this may be due to high moisture content, insufficient sample (reduced weight employed) or matrix interference.

When sampling time information is not provided by the client, sampling dates are shown without a time component. In these instances, the time component has been assumed by the laboratory for processing purposes.

Where a result is required to meet compliance limits the associated uncertainty must be considered. Refer to the ALS Contact for details.

CAS Number = CAS registry number from database maintained by Chemical Abstracts Services. The Chemical Abstracts Service is a division of the American Chemical Society.

LOR = Limit of reporting

^ = This result is computed from individual analyte detections at or above the level of reporting

Key :

Analysis as per AS3580.10.1-2003. Samples passed through a 1mm sieve prior to analysis. NATA accreditation does not apply for results reported in g/m².mth as sampling data was

provided by the client.

l

3 of 3:Page

Work Order :

:Client

EW1401568

COASTWIDE CIVIL

Shell Cove:Project

Analytical Results

--------MP3

24/04/14 - 23/05/14

MP2

24/04/14 - 23/05/14

MP1

24/04/14 - 23/05/14

Client sample IDSub-Matrix: DUST (Matrix: AIR)

--------23-MAY-2014 15:0023-MAY-2014 15:0023-MAY-2014 15:00Client sampling date / time

--------EW1401568-003EW1401568-002EW1401568-001UnitLORCAS NumberCompound

EA120: Ash Content

Ash Content 0.40.6 1.3 ---- ----g/m².month0.1----

Ash Content (mg) 710 23 ---- ----mg1----

EA125: Combustible Matter

Combustible Matter 0.40.3 0.6 ---- ----g/m².month0.1----

Combustible Matter (mg) 66 10 ---- ----mg1----

EA141: Total Insoluble Matter

Total Insoluble Matter 0.80.9 1.9 ---- ----g/m².month0.1----

Total Insoluble Matter (mg) 1316 33 ---- ----mg1----



20 | P a g e

Appendix C – Site Rainfall Measurements

SHELL COVE BOATHARBOUR - STAGE 2 · shell cove boatharbour - stage 2 . monthly monitoring summary ....

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Transcript of SHELL COVE BOATHARBOUR - STAGE 2 · shell cove boatharbour - stage 2 . monthly monitoring summary ....