Item	Document Title	Version	Date of Submission to ER
1	Advance Notification of Night-time Construction Work at PLA (Ref. H2189/C1/10693/MP/EY/DC/CKA/ST/atm)	-	22 November 2004
2	New Construction Noise Permit GW-RS0549-04 (Ref. H2189/C1/10692/MP/EY/ST/atm)	-	22 November 2004
3	New Construction Noise Permit GW-RS0541-04 (Ref. H2189/C1/10683/MP/EY/ST/ec)	-	20 November 2004
4	New Marine Dumping Permits EP/MD/05-083 (Ref. H2189/C1/10609/MP/EY/ST/atm)	-	15 November 2004
5	New Construction Noise Permit GW-RS0500-04 (Ref.	-	5 November 2004

No	Certification Subject	Letter Ref.	Date of Submission to EPD	Approved Status
1	Certification of Monthly Environmental Report No. 15 - October 2004	3128/M45/200/OC6611/SB/ AC/al	15 November 2004	-

4. Monitoring Results

4.1 Impact Monitoring Schedule in November 2004

Regular site inspections were carried out to assess whether the project's environmental protection and pollution control measures are in compliance with the contract specifications. Inspections were conducted on 4, 11, 18 and 25 November 2004.

Air quality monitoring has not commenced yet as no significant work areas or construction activities with the potential to impact air quality are within range of the closest air quality sensitive receivers (ASR).

Continuous 24-hour noise monitoring was conducted during this reporting period.

Impact water quality monitoring at all monitoring stations was undertaken during this reporting month. The water quality monitoring schedule for November 2004 is presented in Table 4.1.

Table 4.1 - Water Quality Monitoring Programme (Seawater Intakes Stations)

Date of Sampling	Tidal State	Timing of Sampling
1 November 2004	Mid Ebb	12:48 - 15:26
1 November 2004	Mid Flood	08:28 - 11:30
3 November 2004	Mid Ebb	06:06 - 09:24
3 November 2004	Mid Flood	13:30 - 16:15
5 November 2004	Mid Ebb	07:48 - 10:45
5 November 2004	Mid Flood	15:22 - 18:08
8 November 2004	Mid Ebb	07:44 - 10:52
8 November 2004	Mid Flood	14:14 - 16:54
10 November 2004	Mid Ebb	09:13 - 12:06
10 November 2004	Mid Flood	15:13 - 17:48
12 November 2004	Mid Ebb	11:02 - 13:41
12 November 2004	Mid Flood	15:13 - 17:54
15 November 2004	Mid Ebb	12:27 - 15:10
15 November 2004	Mid Flood	07:52 - 11:03
17 November 2004	Mid Ebb	14:00 - 16:36
17 November 2004	Mid Flood	09:45 - 12:34
19 November 2004	Mid Ebb	07:45 - 10:36
19 November 2004	Mid Flood	15:12 - 17:59
22 November 2004	Mid Ebb	08:00 - 11:04
22 November 2004	Mid Flood	14:11 - 16:45
24 November 2004	Mid Ebb	09:42 - 12:26
24 November 2004	Mid Flood	15:00 - 17:37
26 November 2004	Mid Ebb	10:43 - 13:28
26 November 2004	Mid Flood	15:23 - 18:07
29 November 2004	Mid Ebb	12:28 - 15:18
29 November 2004	Mid Flood	07:08 - 11:05

4.2 Monitoring Methodology

4.2.1 Air Quality Monitoring

Air quality monitoring will be performed in accordance with the methodology described in the EM&A Manual once construction activities requiring air quality monitoring commence. The locations of the monitoring stations at City Hall and PLA Headquarters are shown in Annex C.

4.2.2 Noise Quality Monitoring

Continuous 24-hour noise monitoring was performed in accordance with the methodology described in the EM&A Manual in the reporting period. The location of the noise monitoring station at City Hall is shown in Annex C.

4.2.3 Water Quality Monitoring

Water quality monitoring was performed in accordance with the methodology described in the EM&A Manual. Monitoring for the reporting month was conducted at all stations, which comprises of 6 marine-based stations and 8 seawater intake stations. The locations of the monitoring stations are shown in Annex C.

4.3 Monitoring Equipment

4.3.1 Air Quality

The equipment that is used for air quality monitoring is listed in Table 4.2.

Table 4.2 - Equipment for Air Quality Monitoring

Parameter Measured	Equipment
24-Hour Sampling	High Volume Sampler Model GS2310 by Anderson Instruments to be used for both monitoring stations.
1-Hour Sampling	MicroDust pro Aerosol Monitoring System to be used for both monitoring locations.

4.3.2 Noise Quality

The equipment used for continuous noise quality monitoring is listed in Table 4.3.

Table 4.3 - Noise Monitoring Equipment

Equipment	Model
Integrated Sound Level Meter (SLM)	B&K 2238
Calibrator	B&K 4231, Class 1

4.3.3 Water Quality

The equipment that was used for water quality monitoring is listed in Table 4.4.

Table 4.4 - Equipment Used for Marine Water Quality Monitoring

Parameter Measured	Equipment
Dissolved Oxygen and Temperature Measuring Equipment	A Dissolved Oxygen meter YSI model 58 was used. · This instrument was portable and weatherproof and used a DC power source. The equipment was capable of measuring: · DO levels in the range of 0-20 mg/l and 0-200% saturation; and · Temperature of between 0 - 45 degree Celsius. · The equipment had a membrane electrode with an automatic temperature compensation complete with a cable. In addition, a Wirling Psychrometer was used as a reference thermometer during the sampling.
Turbidity Measurement Instrument	A Turbidimeter, HACH model 2100P was used for determining turbidity levels. The instrument is portable and weatherproof and uses a DC power source. The instrument includes a photoelectric sensor capable of measuring turbidity between 0-1000 NTU.
PH	A MP125 pH Meter from Mettler Toledo was used to measure pH.
Salinity / Conductivity Meter	A Salinity / Conductivity meter YSI model 63 and model 30 was used for determining salinity concentrations.
Sample Containers and Storage	Water samples for SS analysis were stored in high density polythene bottles with no preservative added, packed in ice and delivered to the laboratory, and analysed as soon as possible after collection.

4.3.4 Equipment Calibration

The calibration frequencies of the monitoring equipment are provided in Table 4.5.

Table 4.5 - Equipment Calibration Frequencies

Equipment	Calibration Frequency	Latest Calibration Date
Dissolved Oxygen Meter	Every 6 months	26 October 2004
Turbidimeter	Every 3 months for secondary standards; meter is calibrated prior to each measurement to the secondary standards	26 October 2004
pH Meter	Prior to each sampling day	-
Pyschrometer	Every 6 months	5 October 2004
Integrated SLM	Every year	20 August 2004

4.4 Impact Monitoring Results

4.4.1 Air Quality & Noise Monitoring Results

No air quality monitoring work was undertaken during the reporting period as no significantly dusty construction activities with the potential to impact air quality are within range of the closest air quality sensitive receivers.

Noise quality monitoring work was undertaken during the reporting period. The noise monitoring results are provided in Annex F. Graphical representation of the noise monitoring data is provided in Annex G.

4.4.2 Water Quality Monitoring Results

Water quality monitoring was undertaken at all water quality monitoring locations during the reporting period. The water quality monitoring results from this reporting period are presented in Annex H. Graphical representation of the water quality data is provided in Annex I. Summaries of the results are provided in Tables 4.5 to 4.9.

Marine-Based Stations

Monitoring stations M8 and M10 were selected as the marine-based impact stations as they are located outside the predicted influence of the dredging and reclamation works. The detection of water quality degradation at these two stations may indicate that project marine works are adversely affecting water quality in Victoria Harbour. Stations M7 and M9 are within the expected influence of the reclamation activities and are located along the works area boundary (or extent of the predicted sediment plume). As such, M7 and M9 are used as indicator stations to note any significant elevations in SS, turbidity or reductions in DO that may affect the marine-based impact monitoring stations.

Table 4.5 is a summary of the marine-based stations monitoring results during mid-ebb tide.

Table 4.5 - Summary of Mid-Ebb Results for Marine-Based Stations

Station		Parameter
Station		DO (S&M) mg/L	DO (B) mg/L	DO % Sat. (DA)	Turbidity (DA) NTU	SS (DA) mg/L
C1	min	4.7	4.6	65	3.7	6
	max	5.5	5.2	76	7.3	9
	avg	5.1	4.9	71	5.4	7
	sd	0.2	0.2	3	1.1	1
C2	min	4.7	4.7	65	3.6	4
	max	5.5	5.1	76	7.0	11
	avg	5.1	4.9	71	5.2	7
	sd	0.2	0.1	3	1.4	2
M7	min	4.5	4.5	62	3.6	5
	max	5.6	5.2	78	9.5	10
	avg	4.9	4.8	69	5.4	7
	sd	0.3	0.2	4	1.6	2
M8	min	4.5	4.3	63	3.9	5
	max	5.5	5.3	78	7.8	9
	avg	5.0	5.0	71	5.7	7
	sd	0.3	0.3	4	1.6	1
M9	min	4.6	4.4	64	3.9	5
	max	5.4	5.1	76	10.2	11
	avg	4.9	4.8	69	5.7	8
	sd	0.2	0.2	3	1.8	2
M10	min	4.6	4.6	64	3.7	5
	max	5.5	5.2	78	6.7	9
	avg	5.1	5.0	72	5.4	7
	sd	0.3	0.2	4	1.1	1

As Table 4.5 shows, DO levels at marine-based impact stations (M8 & M10) in the surface to middle layer during mid-ebb survey ranged between 4.3 and 5.5 mg/L with an average value of 5.0 mg/L and DO measurements in the bottom layer ranged from 4.3 to 5.3 mg/L with an average level of 5.0 mg/L. Similar DO levels were recorded at the control stations at which DO levels in the surface to middle layer during mid-ebb survey ranged from 4.7 to 5.5 mg/L with an average value of around 5.1 mg/L; DO measurements in the bottom layer ranged between 4.6 and 5.2 mg/L with an average level of 4.9 mg/L.

SS levels during mid-ebb tide ranged from 5 to 9 mg/L with an average value of 7 mg/L at the marine-based impact stations (M8 & M10), which is comparable to results from the control stations in which SS content ranged from 4 to 11 mg/L with an average of 7 mg/L. Generally, the results showed no clear gradient effect (high SS and low DO levels from near-field stations M7 and M9 to far-field stations M8 and M10), which indicates that marine works are not adversely affecting marine water quality outside the work site boundary in Victoria Harbour. Marine water quality at impact monitoring stations was found to be similar to that at the control stations also indicating that project marine works were generally not adversely affecting water quality in Victoria Harbour.

Table 4.6 is a summary of monitoring results from marine-based stations during mid-flood tide.

Table 4.6 - Summary of Mid-Flood Results for Marine-Based Stations

Station		Parameter
Station		DO (S&M) mg/L	DO (B) mg/L	DO % Sat. (DA)	Turbidity (DA) NTU	SS (DA) mg/L
C1	min	4.6	4.5	65	3.9	6
	max	5.8	5.1	80	7.3	9
	avg	5.1	4.9	72	5.8	7
	sd	0.3	0.2	4	1.2	1
C2	min	4.7	4.6	65	3.5	5
	max	5.7	5.0	79	7.0	9
	avg	5.1	4.8	71	5.1	7
	sd	0.3	0.2	4	1.1	1
M7	min	4.3	4.2	60	3.9	5
	max	5.5	5.4	79	8.5	9
	avg	4.8	4.7	68	5.9	7
	sd	0.3	0.3	5	1.3	1
M8	min	4.7	4.6	65	3.8	5
	max	5.8	5.7	82	7.6	10
	avg	5.1	5.0	72	5.5	7
	sd	0.4	0.3	5	1.2	2
M9	min	4.4	4.4	62	4.3	5
	max	5.7	5.4	80	7.8	9
	avg	4.9	4.8	69	5.9	7
	sd	0.3	0.3	5	1.2	1
M10	min	4.7	4.6	65	3.8	6
	max	5.9	5.7	84	7.5	9
	avg	5.2	5.0	72	5.8	7
	sd	0.4	0.3	5	1.2	1

During mid-flood tide, DO levels at marine-based impact stations (M8 & M10) in the surface to middle layer ranged from 4.7 to 5.9 mg/L with an average level of 5.1 mg/L while DO values in the bottom layer ranged between 4.6 and 5.7 mg/L with an average of 5.0 mg/L. Similar DO concentrations were recorded at the control stations in the surface to middle layer during mid-flood survey ranged between 4.6 and 5.8 mg/L with an average value of 5.1 mg/L and DO results in the bottom layer ranged from 4.5 and 5.1 mg/L with an average of 4.9 mg/L.

SS content ranged between 5 and 10 mg/L (for stations M8 & M10) with an average of 7 mg/L during mid-flood tide and ranged from 5 to 9 mg/L with an average value of 7 mg/L at the control stations. Again, the results showed no clear gradient effect and no significant difference between control stations and marine-based impact stations. Therefore, the marine-based station results indicate that during the reporting month the dredging works were not adversely affecting water quality outside the work site boundary.

Seawater Intake Stations

Table 4.7 is a summary of monitoring results from seawater intake stations during mid-ebb tide.

Table 4.7 - Summary of Mid-Ebb Results for Seawater Intake Stations

Station		Parameter
Station		DO mg/L	DO % Sat.	Turbidity NTU	SS mg/L
M1	min	4.0	58	5.6	8
	max	6.0	85	10.1	12
	avg	4.6	65	7.5	9
	sd	0.5	7	1.5	1
M2	min	3.6	51	5.2	8
	max	5.1	73	10.5	17
	avg	4.3	60	7.6	11
	sd	0.4	6	1.5	2
M3	min	3.6	52	4.2	7
	max	4.9	70	11.0	13
	avg	4.2	60	6.9	10
	sd	0.4	6	2.1	2
M4	min	4.0	59	4.0	6
	max	5.0	71	9.3	12
	avg	4.5	64	5.9	8
	sd	0.3	4	1.7	2
M5	min	4.0	58	4.3	7
	max	5.4	77	9.1	11
	avg	4.6	66	6.4	9
	sd	0.4	6	1.4	1
M6	min	3.8	55	3.8	7
	max	5.4	76	8.4	11
	avg	4.5	64	6.2	8
	sd	3.8	55	3.8	7
M11	min	4.0	58	5.4	7
	max	5.3	75	9.7	12
	avg	4.5	65	7.5	9
	sd	0.4	5	1.5	1
M12	min	4.0	57	4.3	6
	max	5.1	71	9.0	12
	avg	4.4	63	6.4	8
	sd	0.3	5	1.5	2

Seawater intake results during mid-ebb tide, Table 4.7, show that DO levels ranged from 3.6 to 6.0 mg/L with an average of 4.4 mg/L. SS ranged between 6 and 17 mg/L with an average value of 10 mg/L. Low DO levels at the intake stations were recorded during the reporting month but investigations found that they were not due to project works. Elevated SS levels were found on 1, 12 and 19 November 2004. These levels were investigated and it was found that they were generally due to ambient conditions and/or influences not related to project works.

Table 4.8 is a summary of monitoring results from seawater intake stations during mid-flood tide.

Table 4.8 - Summary of Mid-Flood Results for Seawater Intake Stations

Station		Parameter
Station		DO mg/L	DO % Sat.	Turbidity NTU	SS mg/L
M1	min	3.9	54	5.1	7
	max	5.8	83	10.1	14
	avg	4.7	67	7.5	9
	sd	3.9	54	5.1	7
M2	min	3.7	51	5.6	9
	max	5.7	80	10.1	14
	avg	4.3	61	7.9	12
	sd	0.6	8	1.2	2
M3	min	3.8	51	4.8	8
	max	4.8	69	8.8	13
	avg	4.2	60	7.1	10
	sd	0.3	5	1.2	2
M4	min	3.9	54	5.8	8
	max	5.3	74	9.3	15
	avg	4.5	64	7.2	11
	sd	0.4	6	1.0	2
M5	min	3.8	55	4.8	7
	max	5.2	73	9.2	13
	avg	4.5	64	6.5	8
	sd	0.5	6	1.2	2
M6	min	3.5	50	4.8	7
	max	5.6	79	8.2	13
	avg	4.5	64	6.5	9
	sd	0.5	7	1.2	2
M11	min	4.1	57	4.8	6
	max	5.4	79	9.8	13
	avg	4.6	66	7.3	9
	sd	0.4	5	1.3	2
M12	min	4.0	58	4.8	5
	max	5.3	73	8.4	12
	avg	4.6	65	6.5	9
	sd	0.3	4	1.0	2

During mid-flood survey, Table 4.8 shows that DO levels at seawater intake stations ranged from 3.5 to 5.8 mg/L with an average of 4.5 mg/L. SS ranged from 5 to 15 mg/L with an average SS content of 10 mg/L. The above results show that water quality during mid-flood tide was also generally good. Again, low DO levels were found but these were found to be not due to project works. The elevated SS levels found on 1, 12, 15, 24, 26 and 29 November 2004 were investigated and were found that to be generally due to ambient conditions and/or influences not related to project works.

4.4.3 Waste Management

No waste management audit was scheduled within this reporting period. The arrangement of waste management audit is detailed in the Waste Management Plan.

4.4.4 Landscape and Visual

As the major construction activities undertaken during the reporting month were related to marine works, the landscape and visual impacts are considered to be minimal.

Date of Inspection	Observations	Action(s)
4 November 2004	No non-compliances found.	N/A
11 November 2004	Exposed soil surfaces at CR-10 appeared to be dry.	The Contractor was asked to spray the area with water to avoid dusty emissions.
A slightly yellowish silty discharge was observed flowing from Culvert J.	This discharge is from off-site and is not project related.
18 November 2004	Exposed soil surfaces at CR-10 appeared to be dry.	The Contractor was reminded again to spray the area with water to avoid dusty emissions.
A small gap was noticed in the silt curtain used for rock filling works.	The Contractor is reminded to properly maintain the silt curtain.
No significant sediment plumes were observed at the works area.	N/A
25 November 2004	The hose connections to the sedimentation tank at CR-10 were found to be leaky.	The Contractor was asked to tighten or repair the connections before continuing with sump pumping.
One earth stockpile at CR-10 was not entirely covered by impervious sheeting.	The Contractor was asked to fully cover all dusty stockpiles on site.
No toilet facilities for workers were found at CR-10.	It was suggested that the Contractor install additional toilet facilities at CR-10.
No significant sediment plumes were observed outside the works area. However, yellowish water could be seen near the rock filing works within the boundaries of IRAW.	N/A

6. Forecast and Schedule

6.1 Key Works for the Coming Month

The key issues to be considered in the coming month include the following:

· Placing of rock fill and temporary seawall construction at IRAW;

· Sand filling works at IRAW;

· In-situ work for the pumping stations installed at IRAW;

· Trimming to rock mound works at IRAE;

· Substructure works for the CTB;

· Superstructure and architectural works for Pier No. 7;

· Cooling watermains work; and

· Maintenance and necessary repair works for seawater intake silt screens.

6.2 Monitoring Schedules for the Coming Months

Based on the Contractor’s programme, the Environmental Monitoring Programme for the next three months is planned as follows:

TSP (24 hr and 1 hr monitoring)

Upon commencement of significant dust generating activities within range of the closest air quality sensitive receiver, dependent upon the Contractor’s programme.

Noise (Continuous Measurements)

The noise monitoring programme throughout the entire construction period is 24-hour continuous.

Water Quality Monitoring

The water quality monitoring schedule for the upcoming months is provided in the following table.

Table 6.1 - Water Quality Monitoring Programme

Date of Sampling	Sampling Time
1 December 2004	09:00	14:37
3 December 2004	08:00	15:48
6 December 2004	08:30	14:21
8 December 2004	08:57	15:14
10 December 2004	10:47	16:14
13 December 2004	08:30	14:00
15 December 2004	09:51	14:45
17 December 2004	11:41	16:52
20 December 2004	08:30	14:04
22 December 2004	09:11	15:15
24 December 2004	10:52	16:08
27 December 2004	12:00	17:00
29 December 2004	09:00	14:00
31 December 2004	10:00	15:00
3 January 2005	12:00	17:00
5 January 2005	08:30	13:29
7 January 2005	09:30	14:45
10 January 2005	12:00	17:00
12 January 2005	08:45	13:57
14 January 2005	10:08	15:34
17 January 2005	12:00	17:00
19 January 2005	08:30	13:30
21 January 2005	10:26	17:30
24 January 2005	11:52	16:41
26 January 2005	08:30	13:30
28 January 2005	08:49	14:05
31 January 2005	10:19	16:09
2 February 2005	11:28	17:00
4 February 2005	08:30	13:30
7 February 2005	11:27	16:13
14 February 2005	10:16	16:31
16 February 2005	11:31	18:57
18 February 2005	09:08	17:30
21 February 2005	11:14	15:53
23 February 2005	12:00	17:00
25 February 2005	08:30	13:30
28 February 2005	08:52	14:53

6.3 Construction Programme for the Next 3 Months

The construction programme for the next 3 months is provided in Annex B and will be updated by the Contractor.

The ET will follow the Contractor’s proposed programme to ensure the compliance of environmental performance and proper implementation of all necessary mitigation measures.

Client	Civil Engineering and Development Department Hong Kong Island and Islands Development Office
Project	Supplementary Agreement No. 3 to Agreement No. CE 15/94 Central Reclamation, Phase III Design and Construction for the Minimum Option
Report No.	3128-REP-193-00	Copy No.
Date of Issue	10 December 2004	File Ref. L:\S-proj\CR3\CR3.NEW\3128\ Reports\0193.doc
Report Title	Central Reclamation, Phase III Environmental Monitoring & Audit Monthly Report No. 16 - November 2004
	Name			Sign	Date
Prepared by :	Albert Chan, ACL - Environmental Consultant				10 Dec. 2004
Reviewed by :	Susana Bezy, ACL – ET Leader				10 Dec. 2004
Authorised by :	Jon Varndell, ACL – Project Mgr				10 Dec. 2004

Distribution
Copy No	Issue to		Attention		Corr. Ref.
1	CEDD		Mr H H Yeung		3128/M45/200/OC6722/al
2, 3	EPD		Mr M W Ho		3128/M45/200/OC6722/al
4	EPD (LCO)		Mr Allan Hung		3128/M45/200/OC6722/al
5	Leighton-China State-Van Oord JV		Mr Malcolm Plummer		3128/M45/200/OC6722/al
6	CRIII Sites/PRE		Mr Douglas Miller		3128/M45/200/OC6722/al
7	Independent Checker (Environment)		Mr Bill Douglas		3128/M45/200/OC6722/al
8	Environmental Team Leader		Ms Susana Bezy		3128/M45/200/OC6722/al
9	Office Copy

ACL	Atkins China Limited
CEDD	Civil Engineering and Development Department
CRIII	Central Reclamation Phase III
EIA	Environmental Impact Assessment
EIAO	Environmental Impact Assessment Ordinance
EM&A	Environmental Monitoring and Audit
EPD	Environmental Protection Department
ER	Engineer’s Representatives
ET	Environmental Team
IEC	Independent Environmental Checker
LCSD	Leisure and Cultural Services Department
LCSVO-JV	Leighton China State Van Oord Joint Venture
TDD	Territory Development Department
TSP	Total Suspended Particulates
WMP	Waste Management Plan

Item	Item Description	Date of Application	Permit Status
1	Application for a Permit to Dump Material (Category M & H Sediment) at Sea Under the Dumping at Sea Ordinance - ASMD Service Report for 21637V (Ref. H2189/U2c/10550/ MP/EY/ST/ec)	10 November 2004	-
2	Application for Renewal of Construction Noise Permit (GW-TS0189-04) for Grouting Works for Pre-bored H-pile (Ref. H2189/U2c/10459/MP/DC/CKA/ST/ec)	8 November 2004	-
3	LCSVO-JV submitted an Application for Renewal of Construction Noise Permit (GW-TS03318-04) for Night-time works at Man Yiu Street (Ref. H2189/U2c/10426/AT/ DC/ST/ec).	3 November 2004	-

Parameters	Descriptions	Locations		Frequencies		Duration
TSP	24-Hour TSP	2 Locations		Once every 6 days		During dust generating construction works
	1-Hour TSP	2 Locations		Three times in every 6 days		During dust generating construction works
Noise	Leq (30 mins), L₁₀, L_90,	1 Location		Continuous measurements		Two weeks before Construction and During Construction
Water Quality	Dissolved Oxygen; Salinity; Temp; Suspended Solids; Turbidity.	14 Locations		3 times a week, Mid-ebb/flood tides		During Marine Works
Waste	On-Site Waste Audit	Active Work Sites		Periodically		During Construction
	On-Site Waste Inspection
Landscape and Visual	Audits to ensure effective implementation of mitigation measures					During Construction
General Site Conditions	Environmental Site Inspection		Works areas and areas affected by works		Periodically	During Construction

1. INTRODUCTION

2. Environmental Status

2.3 Environmental Document Submission

3. EM&A Requirements

3.1 Summary of Impact EM&A Requirements

3.2 Environmental Quality Performance Limits

3.3 Event Action Plan

3.4 Implementation of Environmental Measures

4. Monitoring Results

4.1 Impact Monitoring Schedule in November 2004

4.2 Monitoring Methodology

4.2.1 Air Quality Monitoring

4.2.2 Noise Quality Monitoring

4.2.3 Water Quality Monitoring

4.3 Monitoring Equipment

4.3.1 Air Quality

4.3.2 Noise Quality

4.3.3 Water Quality

4.3.4 Equipment Calibration

4.4 Impact Monitoring Results

4.4.1 Air Quality & Noise Monitoring Results

4.4.2 Water Quality Monitoring Results

4.4.3 Waste Management

5. Environmental Complaint and Non-Compliance

5.1 Environmental Exceedances

5.1.1 Air Quality

5.1.2 Noise Quality

5.1.3 Water Quality

5.1.4 Waste Management

5.1.5 Landscape and Visual

5.1.6 Site Environmental Audit

5.2 Environmental Complaint and Prosecution

6. Forecast and Schedule

6.3 Construction Programme for the Next 3 Months

7. Conclusion