SHELL COVE BOATHARBOUR - STAGE 2 · Shell Cove Boat Harbour, Stage 2 Monthly Environmental...

SHELL COVE BOATHARBOUR - STAGE 2 MONTHLY MONITORING SUMMARY December, 2016 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 December, 2016

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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 .................................................................................................................................................... 8

2.3. Air Quality ............................................................................................................................................ 9

2.4. Vibration .............................................................................................................................................. 9

2.5. Blasting .............................................................................................................................................. 10

2.6. Acid Sulphate Soils ............................................................................................................................. 10

3. Water Quality ............................................................................................................................................ 11

3.1. Near Shore Monitoring – Monitoring Points 8, 9, 12 and 20 ............................................................ 11

3.2. Surface Water: Inbound flow– Monitoring Points 10, 11, 14, 21 and Outbound Flow – Monitoring Points 12 and 20 ............................................................................................................................................ 15

3.3. Storage Pond – Monitoring Point 7 ................................................................................................... 19

4. Air, Noise and Vibration Testing ................................................................................................................ 21

4.1. Noise Testing ..................................................................................................................................... 21

4.2. Air Quality .......................................................................................................................................... 23

4.3. Vibration ............................................................................................................................................ 23

4.4. Blasting .............................................................................................................................................. 23

5. Acid Sulphate Soils ..................................................................................................................................... 24

5.1. Odour Monitoring .............................................................................................................................. 24

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


12 Shellharbour Swamp – Discharge into near shore zone


14 Upstream Location – Runoff into site from South


20 Beach Zone Rectangular Pond – Discharge into near shore zone


21 Southern Channel – Downstream of Precinct B1 and C1


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

10,11,12,14, 20,21

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



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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, 12 and 20:


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

Colour, Turbidity

Monitoring Requirements Limit criteria for points 8 and 9 are as established in the SEMP Section 11.4. The EPL establishes a 5 NTU turbidity trigger value at points 8, 9, and 12 to initiate monitoring at monitoring points 10, 11, 12, 14, 20 and 21 as per special frequency 2.


8,9,12,20

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

The amber alert level triggers an investigation and review of the source of turbidity, and may prompt and adjustment in site practices if the source of turbidity is due to marine construction.

Station no. Testing Requirement Action Criteria Frequency

8, 9 Turbidity >15 NTU (Amber Alert)

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



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Real Time Water Monitoring Monitoring Locations – not shown in Appendix A, due to distance offshore As nominated in EPL 12426, Section 2, P1.3:


24 100m south of groyne, approx. 250m offshore

Electrical conductivity, pH, temperature, turbidity

25 100m north of breakwater, approx. 250m offshore


26 Background location near bathing area, approx. 250m offshore


Monitoring Requirements Limit criteria for points 24, 25 and 26 are as established in the SEMP Section 11.4. The amber alert level triggers an investigation and review of the source of turbidity, and may prompt and adjustment in site practices if the source of turbidity is due to marine construction. The red alert level triggers an investigation and review of the source of turbidity, and triggers a temporary stop to work if the source of turbidity is due to marine construction.

Station no. Testing Requirement Action Criteria Frequency

24, 25, 26 Turbidity 3 consecutive readings >15 NTU (Amber Alert)

Every 15 Minutes

24, 25, 26 Turbidity

4 consecutive readings >29NTU + background (Red Alert)

Every 15 Minutes



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Storage Pond Monitoring Monitoring Locations – See Appendix A - Site Map for location of monitoring points As nominated in EPL 12426, Section 2, P1.3:


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

22 West of Boatharbour Excavation

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

23 Outer Boatharbour Oil and Grease, Suspended Solids, Acidity, Turbidity, Nitrate, Nitrogen (Ammonia), Biochemical Oxygen Demand (BOD)

Monitoring Requirements As nominated in EPL 12426, Section 5, M2 for monitoring requirements and Section 3, L2 for concentration limits:


7, 22, 23

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



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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:


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



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2.5. Blasting

Monitoring Locations – See Appendix A - Site Map for location of monitoring points As nominated in EPL 12426 Section 5, M7.1:





Monitoring Requirements As nominated in EPL 12426 Section 3 L5.1 – 5.4 and Section 5, M7.2:


1,2,3 vibration <5mm/s for 95% of blasts <10mm/s for all blasts

During each blast

1,2,3 overpressure <115 dB for 95% of blasts <120 dB for 100% of blasts

During each blast

2.6. 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 Point 20

21/12/2016 Colour Clear Clear

Channel Dry

Clear

Turbidity 4.15 4.07 28.33

20/12/2016 Colour Clear Clear Clear

Turbidity 5.77 5.82 23.91


Turbidity 10.28 2.70 11.22

16/12/2016 Colour Clear Clear Slightly Brown

Turbidity 6.93 6.91 73


Turbidity 10.71 9.53 17.78


Turbidity 12.42 13.25 27.51


Turbidity 21.48 20.36 26.42


Turbidity 4.48 3.95 36.61


Turbidity 13.10 10.64 20.44


Turbidity 12.14 10.31 23.49

07/12/2016 Colour Clear Clear Light Brown

Turbidity 3.31 2.74 60


Turbidity 4.83 3.74 17.12


Turbidity 5.24 2.52 35.26


Turbidity 2.23 4.75 9.56


Turbidity 2.77 3.38 12.72

CEMP Compliance Limit

Turbidity 5 5

SEMP Amber Alert Level

Turbidity 15 15

EPL Special Frequency 2 Trigger Value

Turbidity 5 5 5



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Comments on Results

Since the commencement of breakwater construction in the ocean on 07/09/16, a red and amber alert system has been implemented. As part of this system, an exceedance of 15 NTU at MP8 or MP9 triggers an amber alert, as detailed in Section 11.4 of the Site Environmental Management Plan (SEMP).

A discussion of all amber alert events at MP8 and MP9 is included in Section 3.2 below.

Turbidity at MP8 and MP9 regularly exceeded the 5 NTU trigger value, but exceedances were typically minor.

The 5 NTU trigger value was exceeded regularly at MP20, however this did not significantly impact upon turbidity levels at near shore points MP8 or MP9.

o Turbidity at MP20 typically remained below 30 NTU. Overall, turbidity levels were slightly higher than the previous month, which is attributable to the increase in rainfall.

o Turbidity levels were particularly elevated on 07/12/16 and 16/12/16 where turbidity levels were measured as 60 NTU and 73 NTU respectively. Both occasions correlated to periods of rainfall and are attributable to stormwater flows through site. As can be seen in the data, there was no observed impact on ocean turbidity levels on these dates.

The northern stormwater channel remained closed to the ocean for the entire month, resulting in the water level at MP12 being typically too low to sample.



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3.2. Real Time Water Monitoring – Monitoring Points 24, 25, and 26

Test Results Test frequency: Special Method 1 (Using a stationary water quality monitoring buoy that will monitor, record and transmit water quality data at approximately 15 minute intervals)



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Comments on Results

The monitoring buoys were installed in late August and commenced logging data on 17/08/16, three weeks prior to the commencement of ocean based works. The monitors were installed early in order to provide background data prior to the start of works. Ocean based works began on 07/09/16.

No legitimate amber or red alerts were triggered due to elevation of turbidity recorded at the monitoring buoys this month.

The instrumentation was removed from the monitoring buoys on 19/12/16 for the Christmas shutdown. Instrumentation will be reinstalled in the week of the 16th January, once the site reopens.

An amber alert was triggered on one occasion at MP8 and MP9 due to an elevation of turbidity. o 13/12/16 – Alert triggered by near shore monitoring at MP8 and MP9. Turbidity of 21.48

NTU and 20.36 NTU was recorded at these points respectively at 9:00am. Discolouration was not visible in the ocean at either point. Elevated turbidity is attributed to very rough ocean conditions and high tides. Turbidity data recorded at the buoys remained below 3 NTU for the entirety of the day.



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3.3. Surface Water: Inbound flow– Monitoring Points 10, 11, 14, 21 and Outbound Flow – Monitoring Points 12 and 20

Test Results Test frequency: Special Frequency 2 (Weekly, or daily when turbidity at MP8, 9, 12 or 20 is greater than 5 NTU). On days where a monitoring point is not listed below, water was not flowing at that location.

Date Monitoring

Point Oil and Grease

pH Turbidity

(NTU) Colour

Total Suspended

Solids (mg/L)

21/12/2016

MP10 No water flowing




MP20 Not Visible 8.07 28.33 Clear Awaiting results


20/12/2016







19/12/2016







16/12/2016

MP10 Not Visible 7.92 23.04 Clear 13




MP20 Not Visible 7.79 73 Slightly Brown 193

MP21 Not Visible 7.46 44.58 Slightly Brown 29

15/12/2016









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Date Monitoring


pH Turbidity

(NTU) Colour

Total Suspended

Solids (mg/L)

14/12/2016







13/12/2016







12/12/2016







09/12/2016







08/12/2016









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Date Monitoring


pH Turbidity

(NTU) Colour

Total Suspended

Solids (mg/L)

07/12/2016





MP20 Not Visible 7.75 60 Light Brown 67


06/12/2016






MP21

05/12/2016







02/12/2016







01/12/2016









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Comments on Results

Northern channel opening (MP12): o Was closed for the entire month.

Southern channel opening (MP20): o Opened mechanically on 3 separate days and otherwise remained open naturally.

Inbound streams: o MP10 has been flowing on the majority of days this month. pH has been typically high during

dry periods at this point, with a number of readings over 9. pH has dropped significantly towards neutral during or following wetter weather.

o MP11 did not flow this month. o MP14 did not flow this month. o MP21 was flowing on only three occasions this month. Typically, the volume of water flow at

this location was too low to sample. Turbidity was elevated on 16/12/16 which is attributed to stormwater flows through site following significant rainfall.

Notable Rainfall Events: o 5.0mm recorded on 06/12/16, 9.0mm recorded 07/12/16 o 14.0mm recorded 15/12/16 o 14.5mm recorded on 16/12/16 o 9.0mm recorded on 19/12/16 o Various other minor rainfall events recorded, full rainfall records included in Appendix C



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3.4. Storage Pond – Monitoring Points 7, 22 and 23

Test Results Test frequency: Daily during discharge.

MP22

Pollutant

Date Oil and Grease

pH*

Tota

l

Susp

end

ed

Solid

s (m

g/L)

Turbidity* (NTU)

Bio

chem

ical

Oxy

gen

Dem

and

(BO

D)

(mg/

L)

Nitrate (mg/L)

Nitrogen (Ammonia

) (mg/L)

21/12/2016 Not Visible 6.35 Awaiting results 12.11 Awaiting results Awaiting results Awaiting results







8/12/2016 Not Visible 8.13 49 24.56 <1 0.008 0.007

7/12/2016 Not Visible 7.96 16 13.08 <1 0.749 <0.005

6/12/2016 Not Visible 6.85 22 21.05 <1 <0.005 0.018

5/12/2016 Not Visible 6.55 10 25.53 <1 0.084 0.298

29/11/2016 Not Visible 6.77 4 20.77 <1 0.178 0.046

28/11/2016 Not Visible 6.78 4 8.73 <1 0.178 0.055

25/11/2016 Not Visible 6.88 1 8.51 <1 0.196 0.177

EPA Discharge

Criteria

4.0 – 8.5 50 - - - -



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MP23

Pollutant

Date Oil and Grease

pH*

Tota

l

Susp

end

ed

Solid

s (m

g/L)

Turbidity* (NTU)

Bio

chem

ical

Oxy

gen

Dem

and

(BO

D)

(mg/

L)

Nitrate (mg/L)

Nitrogen (Ammonia

) (mg/L)


6/12/2016 Not Visible 7.24 31 28.87 <1 0.055 0.297

5/12/2016 Not Visible 6.84 22 21.46 <1 0.030 0.018

2/12/2016 Not Visible 7.2 16 16.65 <1 0.084 0.247

1/12/2016 Not Visible 7.76 25 9.65 <1 0.262 0.851

30/11/2016 Not Visible 8.48 17 19.88 1.4 <0.005 0.086

29/11/2016 Not Visible 8.44 11 12.99 1.2 <0.005 0.050

EPA Discharge

Criteria 4.0 – 8.5 50 - - - -

*Tests undertaken on site by Coastwide Civil Remarks – MP22

Discharge was undertaken on the above listed days. All site based monitoring and received lab testing results were compliant with discharge criteria.

Some data was not received in time for inclusion with this report.

Some data from late November was not received in time for inclusion with the October report and has been presented above.

Remarks – MP23

Discharge was undertaken on the above listed days. All site based monitoring and received lab testing results are compliant with discharge criteria

Some data was not received in time for inclusion with this report.

Some data from late November was not received in time for inclusion with the October report and has been presented above.



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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

19

/12

/20

16

MP17 12:45pm – 1:00pm

LA10 = 58.6 LA90 = 46.0 LAeq = 58.6 Lmax = 78.1 Lmin = 44.3

Vehicles: 30 No., Av: 65.75 Ocean: 7 No., Av: 52.26 Site noise inaudible. Site contribution = LA90 – 10dB

36.8 52.0

MP18 12:25pm – 12:40pm


Birds: 49.36 Wind: 14 No., Av: 50.26 Bugs: 11 No., Av: 49.33 Plane: 9 No., Av: 54.76 Site noise inaudible. Site contribution = LA90 – 10dB

36.0 44.0

MP19 12:00pm – 12:15pm


Vehicles: 6 No., Av: 45.43 Other construction: 9 No., Av: 46.92 Birds: 6 No., Av: 42.48 People: 4 No., Av: 59.63 Wind: 13 No., Av: 83.75 Plane: 18 No., Av: 52.62 Site noise inaudible. Site contribution = LA90 – 10dB

35.9 44.0

16

/12

/20

16

MP17 12:45pm – 1:00pm


Wind: 4 No., Av: 49.23 Vehicles: 7 No., Av: 64.01 Pedestrians: 50.4, 48.3 Site noise inaudible. Site contribution = LA90 – 10dB

31.5 52.0

MP18 12:25pm – 12:40pm


Dog: 6 No. Av: 50.9 Wind: 7 No., Av: 47.17 Pedestrians: 56.3, 50.7, 55.2 Site noise inaudible. Site contribution = LA90 – 10dB

28.4 44.0

MP19 12:00pm – 12:15pm


Wind: 6 No., Av: 48.6 Vehicles: 5 No., Av: 55.96 Dog: 60.4, 58.4 Site noise inaudible. Site contribution = LA90 – 10dB

33.7 44.0



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Comments on Results

At MP17, 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. The newsletter contains 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

08

/12

/20

16

MP17 1:30pm – 1:45pm


Vehicles: 9 No., Av: 61.89 Site noise: 45.3, 45.7 Birds: 5 No., Av: 45.52 Some site noise audible from Breakwater works, but of similar volume to background noise. Site contribution = LAeq – 6dB

47.3 52.0

MP18 1:50pm -2:10pm


Birds: 10 No., Av: 48.76 Wind: 6 No., Av: 47.62 Pedestrians: 57.3, 50.1 Site noise inaudible. Site contribution = LA90 – 10dB

31.8 44.0

MP19 2:30pm – 2:45pm


Vehicles: 47.9, 51.8, 53.9 Birds: 7 No., Av: 43.37 Dog: 5 No., Av: 55.26 Pedestrians: 42.7, 47.3 Site noise inaudible. Site contribution = LA90 – 10dB

28.8 44.0

02

/12

/20

16

MP17 10:00am – 10:15am


Birds: 6 No., Av: 48.07 Waves: 4 No., Av: 49.0 Vehicles: 10 No., Av: 61.43 Dog: 4 No., Av: 53.95 Site noise inaudible. Site contribution = LA90 – 10dB

34.5 52.0

MP18 10:20am – 10:35am


Birds: 6 No., Av: 50.97 Vehicles: 61.4, 59.5, 55.3 Pedestrians: 55.4, 56.7 Site noise inaudible. Site contribution = LA90 – 10dB

28.4 44.0

MP19 10:50am – 11:05am


Birds: 8 No., Av: 50.54 Vehicles: 5 No., Av: 54.28 Pedestrians: 4 No., Av: 40.75 Site noise inaudible. Site contribution = LA90 – 10dB

24.4 44.0



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4.2. Air Quality

Test Results Test frequency: Monthly

Date Pollutant Point 1 Point 2 Point 3

24/11/16 – 19/12/16

Ash Content (g/m2/ month) N/A N/A N/A

Combustible Matter (g/m2/ month) N/A N/A N/A

Total dust (g/m2/ month) N/A N/A N/A

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

Comments on Results

Dust results have not been received for the above period and will be included in the January report. 4.3. Vibration

Test Results Test frequency: During initial stages of potentially vibratory work No testing has been required this month. 4.4. Blasting

Test Results Test frequency: During each blast

Blast # Blast Date Blast Vibration (mm/s) Blast Overpressure (dB)

MP1 MP2 MP3 MP1 MP2 MP3

060 21/12/2016 Awaiting results Awaiting results



EPL Compliance Limits 5 5 5 115 115 115

Comments on Results

Blast monitoring results have not been received for the above period and will be included in the January report.



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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 7 samples supplied by Coastwide Civil Pty Ltd on the 5th December, 2016 - Lab. Job No. F5329Analysis requested by Nick Chalk. Your Project: Shell Cove Boat Harbour(19 Croome Lane, ALBION PARK NSW 2527).

Sample 1 Sample 2 Sample 3 Sample 4 Sample 5 Sample 6 Sample 7

PARAMETER METHODS REFERENCEMP22

25/11/16MP22

28/11/16MP23

29/11/16MP22

29/11/16MP23

30/11/16MP23

1/12/16MP23

2/12/16Job No. F5329/1 F5329/2 F5329/3 F5329/4 F5329/5 F5329/6 F5329/7

TOTAL SUSPENDED SOLIDS (mg/L) GFC equiv. filter - APHA 2540-D 1 4 11 4 17 25 16

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

NITRATE (mg/L N) APHA 4500 NO3--F 0.196 0.178 <0.005 0.178 <0.005 0.262 0.084

AMMONIA (mg/L N) APHA 4500 NH3-H 0.177 0.055 0.050 0.046 0.086 0.851 0.247

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 5 samples supplied by Coastwide Civil Pty Ltd on the 5th December, 2016 - Lab. Job No. F5330Analysis requested by Nick Chalk. Your Project: Shell Cove Boat Harbour(19 Croome Lane, ALBION PARK NSW 2527)

Sample 1 Sample 2 Sample 3 Sample 4 Sample 5

PARAMETER METHODS REFERENCEMP20

28/11/16MP20

29/11/16MP20

30/11/16MP20

1/12/16MP20

2/12/16Job No. F5330/1 F5330/2 F5330/3 F5330/4 F5330/5

TOTAL SUSPENDED SOLIDS (mg/L) GFC equiv. filter - APHA 2540-D 3 2 2 5 23

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. For conductivity - 1 dS/m = 1 mS/cm = 1000 µS/cm3. Analysis performed according to APHA, 2012, “Standard Methods for the Examination of Water & Wastewater”, 22nd Edition, except where stated otherwise.4. Analysis conducted between sample arrival date and Report provision date

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Sample 1 Sample 2 Sample 3 Sample 4 Sample 5 Sample 6 Sample 7 Sample 8 Sample 9 Sample 10 Sample 11 Sample 12

PARAMETER METHODS REFERENCEMP 10

5/12/16 MP 20

5/12/16 MP 10

6/12/16 MP 20

6/12/16 MP 10

7/12/16 MP 20

7/12/16 MP 21

7/12/16 MP 10

8/12/16 MP 20

8/12/16 MP 10

9/12/16 MP 20

9/12/16 MP 21

9/12/16 Job No. F5527/1 F5527/2 F5527/3 F5527/4 F5527/5 F5527/6 F5527/7 F5527/8 F5527/9 F5527/10 F5527/11 F5527/12

TOTAL SUSPENDED SOLIDS (mg/L) GFC equiv. filter - APHA 2540-D 4 24 2 11 4 67 8 5 3 7 13 9


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RESULTS OF WATER ANALYSIS 6 samples supplied by Coastwide Civil Pty Ltd on the 12th December, 2016 - Lab. Job No. F5528Analysis requested by Nick Chalk. Your Project: Shell Cove Boat Harbour (19 Croome Lane, ALBION PARK NSW 2527).

Sample 1 Sample 2 Sample 3 Sample 4 Sample 5 Sample 6

PARAMETER METHODS REFERENCEMP 22

5/12/16 MP 23

5/12/16 MP 22

6/12/6 MP 23

6/12/16 MP 22

7/12/16 MP 22

8/12/16 Job No. F5528/1 F5528/2 F5528/3 F5528/4 F5528/5 F5528/6

TOTAL SUSPENDED SOLIDS (mg/L) GFC equiv. filter - APHA 2540-D 10 22 22 31 16 49

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

NITRATE (mg/L N) APHA 4500 NO3--F 0.084 0.030 <0.005 0.055 0.749 0.008

AMMONIA (mg/L N) APHA 4500 NH3-H 0.298 0.180 0.018 0.297 <0.005 0.007

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

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Sample 1 Sample 2 Sample 3 Sample 4 Sample 5 Sample 6 Sample 7 Sample 8 Sample 9 Sample 10 Sample 11

PARAMETER METHODS REFERENCE

MP10 12/12/16

MP20 12/12/16

MP10 13/12/16

MP20 13/12/16

MP10 14/12/16

MP20 14/12/16

MP10 15/12/16

MP20 15/12/16

MP10 16/12/16

MP20 16/12/16

MP21 16/12/16

Job No. F5705/1 F5705/2 F5705/3 F5705/4 F5705/5 F5705/6 F5705/7 F5705/8 F5705/9 F5705/10 F5705/11

TOTAL SUSPENDED SOLIDS (mg/L) GFC equiv. filter - APHA 2540-D 2 27 4 30 1 25 5 12 13 193 29




27 | P a g e

Appendix C – Site Rainfall Measurements

Rainfall Monitoring Sheet

Project: Shell Cove Boatharbour, Stage 2

Day Date Time of reading Rainfall (mm) Inspected by

Thursday 01/12/2016 9:00 AM 2.0 Jess JefferiesFriday 02/12/2016 9:00 AM 0.0 Jess JefferiesSaturday 03/12/2016 9:00 AM * *Sunday 04/12/2016 9:00 AM * *Monday 05/12/2016 9:00 AM 0.0 Jess JefferiesTuesday 06/12/2016 9:00 AM 5.0 Jess JefferiesWednesday 07/12/2016 9:00 AM 9.0 Jess JefferiesThursday 08/12/2016 9:00 AM 0.0 Jess JefferiesFriday 09/12/2016 9:00 AM 0.0 Jess JefferiesSaturday 10/12/2016 9:00 AM * *Sunday 11/12/2016 9:00 AM * *Monday 12/12/2016 9:00 AM 1.0 AbiTuesday 13/12/2016 9:00 AM 0.0 AbiWednesday 14/12/2016 9:00 AM 0.0 AbiThursday 15/12/2016 9:00 AM 14.0 AbiFriday 16/12/2016 9:00 AM 14.5 Nick ChalkSaturday 17/12/2016 9:00 AM * *Sunday 18/12/2016 9:00 AM * *Monday 19/12/2016 9:00 AM 9.0 Jess JefferiesTuesday 20/12/2016 9:00 AM 0.0 Jess JefferiesWednesday 21/12/2016 9:00 AM 1.0 Jess JefferiesThursday 22/12/2016 9:00 AM 0.0 Jess Jefferies

Coastwide Civil Pty Ltd Page 1 of 1 CWC-Form SP20 RMS-01 Issue 1 26/06/2012

SHELL COVE BOATHARBOUR - STAGE 2 · Shell Cove Boat Harbour, Stage 2 Monthly Environmental...

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