Quantification of Contaminated Materials on the East Tip Head and former Steelworks Site at Haulbowline, Ringaskiddy, Co Cork.

Size: px
Start display at page:

Download "Quantification of Contaminated Materials on the East Tip Head and former Steelworks Site at Haulbowline, Ringaskiddy, Co Cork."

Transcription

1 Quantification of Contaminated Materials on the East Tip Head and former Steelworks Site at Haulbowline, Ringaskiddy, Co Cork. Interim Report 2 nd July 2008 Main St, Ballyporeen, Co Tipperary, Tel Fax info@nrge.ie

2 NRGE Ltd was engaged to attempt to quantify the level of surface contamination on the Steelworks site and on the East Tip Head at the former Irish Steel Site at Haulbowline, Ringaskiddy, Co Cork. Background Steel Production at the Haulbowline site ceased in September Eastwood Demolition were awarded the Contract to demolish the superstructures on the Steelworks site and carried out the work in Hammond Lane Ltd in association with CTO Environmental Services Ltd and Louis J O Regan Ltd commenced Surface Cleanup in October 2007 on designated Areas within the Steelworks site and site on the adjacent East Tip Head. NRGE Ltd was requested in February 2008 to inspect the site and suggest a methodology to quantify the Hazardous material on the site. NRGE Ltd was engaged by CTO Environmental Services Ltd to quantify the level of contamination on site requiring recovery off site. Scope of the Work Investigation of the site commenced on 2 nd May 2008 and was limited to areas identified on the 1:100 Scale map of the site as A & B in the former steelworks site and T1,T2, and T3 the east tip head on. A review of previous investigations available, review of Published Articles, discussions with former employees and excavate trial pits. Samples from the trial pits to be analysed for a broad spectrum of elements. Survey the site. Relate the all the data from the above.

3 Site Condition The superstructures on the site have been demolished on the steelworks site, sections of the protruding concrete Stanchions were crushed, screened and used to fill the pits in the Furnace area. Contaminated materials were exported off site. Oil Channels in the area formerly the Roller Mills were cleaned of sediment and mill scale, collected oils recovered off site. The integrity of the concrete in the channels is compromised as there are large expansion joints with screeds/timber in situ, there was also cracked and broken concrete sections exposing the base layers under the concrete. The east Tip Head is made up ground consisting predominantly of steel slag, furnace dust and refractory linings. Delineated areas are predominantly level with a high stockpile at the eastern extremity. A stock pile area created to allow the materials to be riddle screened and to process before the vibrating screener towards the north end of the site. Scrap Metal is present along the shore line at the northern bounds. There is no evidence of a barrier between the water body in the harbour and the slag piles. Significant quantities of scrap metal are comingled with the slag and refractory throughout the site. There was a pond in Area T1 approximately 4000m 2 ; this had been excavated to a depth of 4.0m. The pond was excavated when an excavator became bogged down in the soft ground. Excavations of the area revealed a series formed Cells consisting of refractory and slag perimeters and black soft fine materials inside most likely foundry dust. On the East Tip Head has there were 3 excavators with griddle buckets sorting large scrap iron and large size slag lumps. The fine fraction was then passed through a vibrating screener with a picking line to manually remove finer fraction scrap metal which passed the griddle buckets.

4 Method of Assessing the Material Each of the of the 3 delineated areas of the East Tip Head were set out in a grid at 30m intervals in a North South Orientation with a grid line identification Letter. Trial Holes were excavated using a 30 tonne hydraulic excavator, each hole was given an assigned Number along the grid line. The profile of each trial hole was logged. Samples were taken from the sides of each trail pit and sent for analysis. Excavation of the holes was difficult and it was necessary to use a ripper shank on the excavator to loosen the ground at approximately 600mm intervals. The delineated site was surveyed and the spot levels related to Malin Datum. The locations of the samples and the analysis of the samples were taken were then correlated to the datum. The Steel mill area was also surveyed and levelled, large sections of the concrete was clean at the time and the concrete in these areas was examined particularly in the areas that were used as oil collection channels in the rolling mill area. The integrity of these channels was inspected. 8 No Dust Gauges were erected on the site (4 on the East Tip Head and 4 on the Steel Processing Site). The analysis of these Dust monitors will not be available for 3 to 4 weeks.

5 Results Analysis for Sulphur, Cyanide, Tricyanate, Phenols, Antimony, Arsenic, Barium, Cadmium, Chromium, Copper, Lead, Manganese, Mercury, Molybdenum, Nickel, Selenium, Vanadium, Zinc, MTBE, BTEX, PCB Congeners, TPH Aliphatic/Aromatic (C6-C36) Dioxins, Asbestos. Samples of both leachable and Soil Samples were analysed. Summery Analysis Charts are included in Appendix A Attached with the limit from the samples in excess of the limits highlighted. It is noteworthy that of the all the samples analysed exceed the Hazardous Landfill Limits L/S= 10 l/kg of Metals included in the Landfill Directive with some elements up to 200 times the limit value. Maximum Values from SI 148/98 Maximum Values for Concentrations of Heavy Metals in Soil are significantly lower than those found on the east tip head as demonstrated in the chart below. Parameters Maximum Values mg/kg Values from East Tip Head mg/kg Expression of Results Cadmium to 11.7 mg/kg of dry matter in a representative sample, Copper to 2350 Nickel to 443 Lead to 1420 Zinc to Mercury 1 < Level of Detection to 6.6 The results are significantly in excess of the Maximum values for concentrations of Heavy Metals in Soils from SI 148/98 therefore the samples all can be considered Hazardous. It is noted that the EPA have used the Threshold Concentration values from SI 148/98 in the assessment of metals contamination at Silvermines, Co. Tipperary. Our observations of the Northern Shore line establishes that there is not any impervious barrier between the shore line and the made ground. Land fill Directive 2003/33 sets the Barrier Permeability and thickness for containment in landfill applications as follows. Hazardous K < 1.0x10-9 Thickness >5m Non Hazardous K < 1.0x10-9 Thickness >1m Inert K < 1.0x10-7 Thickness >1m.

6 Interaction between the tide and the made ground on the East Tip Head coupled with the concentrations of leachable heavy metal elements it is reasonable to conclude that these are being carried into Cork harbour with tidal action and from the backwash of vessels in the nearby shipping channel. Total Petroleum Hydrocarbon analysis is also included in Appendix A Pages 7-9. Samples where the result are in excess of the Serious Risk Concentrations SRC to human health from the Dutch Ministry for Housing Spatial Planning and the Environment, these are highlighted. The majority of the samples exceed at least one of these parameters PCB and Dioxin Analysis of both the Solid Samples and the Leached Samples are also tabulated with the results in excess of the Serious Risk Concentrations SRC to human health from the Dutch Ministry for Housing Spatial Planning and the Environment, highlighted. The highest concentrations of PCBs found is in the area where a large number of ICBs were removed in A significant portion of the hazardous material is contained in smaller size particles, therefore screening out the finer materials would be the most appropriate method of removal of the hazardous materials from the site. A second significant source of contamination is the integrity of the oil drainage channels in the former rolling mill area. In our opinion the integrity of these channels are compromised. This resulted in significant hydrocarbon discharge under the concrete.

7 Quantify Hazardous Material to be moved off site. A significant portion of the hazardous material is contained smaller size particles therefore screening out the finer materials would be the most appropriate method of removal of the hazardous materials from the site. We estimate the quantities of materials to be recovered off site would be approximately in the delineated Areas would be in the order of 280,000 tonnes as per the schedule below Location TI T2 T3 60% Screenings ( Tonnes) 131,00 70,500 79,000 Additional areas of hydrocarbon contamination under the Roller Mills would be Location Area Under Roller Mills 60% Screenings 416,000 Areas in the East Tip and South Tipp would be in the order of 500,000 tonnes

8 References: Final Report of Expert Group for Silvermines County Tipperary. Lead and Other Relevant Metals Office of Environmental Enforcement, Environmental Protection Agency, ISBN /04/500 THE SIGNIFICANCE OF HEAVY METAL AND ORGANIC MICROPOLLUTANTS IN SOILS Teagasc ISBN Dioxin Levels in the Irish Environment Third Assessment 2004 Environmental Protection Agency Technical evaluation of the Intervention Values for Soil/sediment and Groundwater Human and ecotoxicological risk assessment and derivation of risk limits for soil, aquatic sediment and groundwater RIJKSINSTITUUT VOOR VOLKSGEZONDHEID EN MILIEU NATIONAL INSTITUTE OF PUBLIC HEALTH AND THE ENVIRONMENT The report is limited to the environmental aspects specifically reported on, and is necessarily restricted and no liability is accepted for any other aspect especially concerning gradual or sudden pollution incidents. The opinions expressed cannot be absolute due to the limitations of time and resources imposed by the agreed brief, the nature of geology and the possibility of unrecorded previous use and abuse of the site and adjacent sites. The report concentrates on the site as defined in the report and provides no opinion on surrounding sites. If migrating pollution or contamination (past or present) exists further research will be required before the effects can be fully determined.

9 Page 3 Our Ref Sample Ref Analysis of Leachade Samples mg/l Level (OD) Sulphur, Cyanide, Tricyanate, Phenols, Antimony, Arsenic, Barium, Cadmium, 1 B R < LOD < LOD < LOD < LOD < LOD < LOD < LOD 2 B R < LOD < LOD < LOD < LOD < LOD 0.3 < LOD 3 B2-2-A 8320 R < LOD < LOD < LOD < LOD < LOD 0.4 < LOD 4 B R < LOD < LOD < LOD < LOD < LOD 0.2 < LOD 5 B R < LOD < LOD < LOD < LOD < LOD 0.3 < LOD 6 B R < LOD < LOD < LOD < LOD < LOD < LOD < LOD 7 B R < LOD < LOD < LOD 21 < LOD < LOD < LOD 8 C R < LOD < LOD < LOD < LOD < LOD 0.4 < LOD 9 C R < LOD < LOD < LOD < LOD < LOD 0.4 < LOD 10 C R < LOD < LOD < LOD < LOD < LOD 0.4 < LOD 11 C R < LOD < LOD < LOD < LOD < LOD 0.2 < LOD 12 C R < LOD < LOD < LOD < LOD < LOD 0.2 < LOD 13 C R < LOD < LOD < LOD < LOD < LOD 0.2 < LOD 14 L R < LOD < LOD < LOD < LOD < LOD 0.2 < LOD 15 M R < LOD < LOD < LOD < LOD < LOD 0.2 < LOD 16 M R < LOD < LOD < LOD < LOD < LOD 0.3 < LOD 17 P R < LOD < LOD < LOD < LOD < LOD < LOD < LOD 18 P R < LOD < LOD < LOD < LOD < LOD 0.1 < LOD 19 P R < LOD < LOD < LOD 41 < LOD < LOD < LOD 20 P R < LOD < LOD < LOD 15 < LOD < LOD < LOD 21 P R < LOD < LOD < LOD < LOD < LOD 0.3 < LOD 22 P R < LOD < LOD < LOD < LOD 12 < LOD < LOD 23 P R < LOD < LOD < LOD < LOD < LOD 24 P R < LOD < LOD < LOD < LOD < LOD < LOD < LOD 25 P R < LOD < LOD < LOD < LOD < LOD < LOD < LOD 26 R R < LOD < LOD < LOD < LOD < LOD < LOD R R < LOD < LOD < LOD < LOD < LOD R R < LOD < LOD < LOD < LOD < LOD 0.1 < LOD 29 R R < LOD < LOD < LOD < LOD < LOD 0.1 < LOD 30 R R < LOD < LOD < LOD < LOD < LOD R R < LOD < LOD < LOD < LOD < LOD Q R < LOD < LOD < LOD < LOD < LOD 0.1 < LOD 33 Q R < LOD < LOD < LOD < LOD < LOD 0.2 < LOD 34 Q2A R < LOD < LOD < LOD 11 < LOD 0.1 < LOD 35 Q R < LOD < LOD < LOD 20 < LOD < LOD < LOD 36 Q R < LOD < LOD < LOD < LOD < LOD 0.2 < LOD 37 Q R < LOD < LOD < LOD < LOD < LOD 0.2 < LOD 38 S R < LOD < LOD < LOD < LOD < LOD 0.7 < LOD 39 S R < LOD < LOD < LOD < LOD < LOD < LOD < LOD Standard Soil Limits 1 Inert Landfill Limit L/S= 2 l/kg Inert Landfill Limit L/S= 10 l/kg Non Hazaedous Landfill Limit L/S= 2 l/kg Non-Hazardous Landfill Limit L/S= 10 l/kg Hazardous Landfill Limit L/S= 2 l/kg Hazardous Landfill Limit L/S= 10 l/kg

10

11 Note: <LOD = Less than Level of Detection. Chromium Copper, Lead, Manganese, Mercury, Molybdenum, Nickel, Selenium, Vanadium, Zinc, < LOD < LOD < LOD 36 < LOD < LOD < LOD < LOD < LOD < LOD 104 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 331 < LOD < LOD < LOD < LOD 11 < LOD < LOD 36 < LOD 137 < LOD < LOD < LOD < LOD < LOD < LOD < LOD 184 < LOD 91 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 1480 < LOD < LOD < LOD < LOD < LOD < LOD < LOD 86 < LOD 185 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 23 < LOD < LOD < LOD < LOD < LOD < LOD < LOD 83 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 444 < LOD < LOD < LOD < LOD < LOD < LOD 269 < LOD < LOD 1356 < LOD < LOD 0.1 < LOD < LOD < LOD 616 < LOD 62 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 2 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 99 < LOD < LOD 0.1 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD Page 4

12

13 MTBE, PCB CongenTPH AliphatDioxins, Asbestos

14 Page1 Analysis of Solid Samples mg/kg Our Ref Sample Ref Level (OD) Sulphur, Cyanide, Tricyanate, Phenols, Antimony, Arsenic, Barium, Cadmium, 1 B R 4.10 < LOD < LOD < LOD < LOD < LOD 4 2 B R < LOD < LOD < LOD B2-2-A 8320 R < LOD < LOD < LOD B R < LOD < LOD < LOD B R < LOD < LOD < LOD B R < LOD < LOD < LOD B R < LOD < LOD < LOD C R < LOD < LOD < LOD C R < LOD < LOD < LOD C R < LOD < LOD < LOD C R < LOD < LOD < LOD < LOD < LOD C R < LOD < LOD < LOD C R < LOD < LOD < LOD L R < LOD < LOD < LOD M R < LOD < LOD < LOD M R < LOD < LOD < LOD P R < LOD < LOD < LOD P R < LOD < LOD < LOD P R < LOD < LOD < LOD P R < LOD < LOD < LOD P R < LOD < LOD < LOD P R < LOD < LOD < LOD P R < LOD < LOD < LOD P R < LOD < LOD < LOD P R < LOD < LOD < LOD R R < LOD < LOD < LOD R R < LOD < LOD < LOD R R < LOD < LOD < LOD R R < LOD < LOD < LOD R R < LOD < LOD < LOD R R < LOD < LOD < LOD Q R < LOD < LOD < LOD Q R < LOD < LOD < LOD Q2A R < LOD < LOD < LOD Q R < LOD < LOD < LOD Q R < LOD < LOD < LOD Q R < LOD < LOD < LOD S R < LOD < LOD < LOD 7 < LOD S R < LOD < LOD < LOD Element Sulphur, Cyanide, Tricyanate, Phenols, Antimony, Arsenic, Barium, Cadmium, Standard Soil Limits 1 Inert Landfill LimitsL/S= 10 l/kg Non Hazardous Landfill L/S= 10 l/kg Hazardous Landfill Limits L/S= 10 l/kg

15

16 Note: <LOD = Less than Level of Detection. Chromium Copper, Lead, Manganese, Mercury, Molybdenum, Nickel, Selenium, Vanadium, Zinc, MTBE, BTEX, < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD Page < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 22 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 8 54 < LOD < LOD < LOD < LOD 22 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 9 15 < LOD < LOD < LOD < LOD < LOD Chromium Copper, Lead, Manganese, Mercury, Molybdenum, Nickel, Selenium, Vanadium, Zinc,

17 200

18

19 Page 6 PCBs in Leachade Analysis Our Ref Sample Ref Level (OD) PCB 28/31 PCB 52 PCB 101 PCB 118 PCB 153 PCB 138 PCB B <LOD <LOD <LOD <LOD <LOD <LOD <LOD 2 B <LOD <LOD <LOD <LOD <LOD <LOD <LOD 3 B2-2-A <LOD <LOD <LOD <LOD <LOD <LOD <LOD 4 B <LOD <LOD <LOD <LOD <LOD <LOD <LOD 5 B <LOD <LOD <LOD <LOD <LOD <LOD <LOD 6 B <LOD <LOD <LOD <LOD <LOD <LOD <LOD 7 B <LOD <LOD <LOD <LOD <LOD <LOD <LOD 8 C <LOD <LOD <LOD <LOD <LOD <LOD <LOD 9 C <LOD <LOD <LOD <LOD <LOD <LOD <LOD 10 C <LOD <LOD <LOD <LOD <LOD <LOD <LOD 11 C <LOD <LOD <LOD <LOD <LOD <LOD <LOD 12 C <LOD <LOD <LOD <LOD <LOD <LOD <LOD 13 C <LOD <LOD <LOD <LOD <LOD <LOD <LOD 14 L <LOD <LOD <LOD <LOD <LOD <LOD <LOD 15 M <LOD <LOD <LOD <LOD <LOD <LOD <LOD 16 M <LOD <LOD <LOD <LOD <LOD <LOD <LOD 17 P <LOD <LOD <LOD <LOD <LOD <LOD <LOD 18 P <LOD <LOD <LOD <LOD <LOD <LOD <LOD 19 P <LOD <LOD <LOD <LOD <LOD <LOD <LOD 20 P <LOD <LOD <LOD <LOD <LOD <LOD <LOD 21 P <LOD <LOD <LOD <LOD <LOD <LOD <LOD 22 P <LOD <LOD <LOD <LOD <LOD <LOD <LOD 23 P <LOD <LOD <LOD <LOD <LOD <LOD <LOD 24 P <LOD <LOD <LOD <LOD <LOD <LOD <LOD 25 P <LOD <LOD <LOD <LOD <LOD <LOD <LOD 26 R <LOD <LOD <LOD <LOD <LOD <LOD <LOD 27 R <LOD <LOD <LOD <LOD <LOD <LOD <LOD 28 R <LOD <LOD <LOD <LOD <LOD <LOD <LOD 29 R <LOD <LOD <LOD <LOD <LOD <LOD <LOD 30 R <LOD <LOD <LOD <LOD <LOD <LOD <LOD 31 R <LOD <LOD <LOD <LOD <LOD <LOD <LOD 32 Q <LOD <LOD <LOD <LOD <LOD <LOD <LOD 33 Q <LOD <LOD <LOD <LOD <LOD <LOD <LOD 34 Q2A <LOD <LOD <LOD <LOD <LOD <LOD <LOD 35 Q <LOD <LOD <LOD <LOD <LOD <LOD <LOD 36 Q <LOD <LOD <LOD <LOD <LOD <LOD <LOD 37 Q <LOD <LOD <LOD <LOD <LOD <LOD <LOD 38 S <LOD <LOD <LOD <LOD <LOD <LOD <LOD 39 S <LOD <LOD <LOD <LOD <LOD <LOD <LOD Note: <LOD = Less than Level of Detection.

20 Page 5 PCBs in Solid Analysis Our Ref Sample Ref Level (OD) PCB 28/31 PCB 52 PCB 101 PCB 118 PCB 153 PCB 138 PCB B <LOD <LOD <LOD <LOD <LOD <LOD <LOD 2 B B2-2-A <LOD <LOD B B B B C C C <LOD <LOD <LOD <LOD <LOD 7 <LOD 11 C <LOD <LOD <LOD <LOD <LOD <LOD <LOD 12 C C L M <LOD 16 M P P <LOD <LOD P <LOD P <LOD <LOD 5 9 <LOD <LOD <LOD 21 P <LOD 5 <LOD <LOD <LOD <LOD <LOD 22 P <LOD <LOD <LOD 10 <LOD 7 <LOD 23 P <LOD <LOD 5 6 <LOD 5 <LOD 24 P <LOD P <LOD <LOD <LOD <LOD <LOD <LOD <LOD 26 R R R R R R Q Q Q2A Q Q Q S <LOD <LOD 3 <LOD 39 S <LOD <LOD 6 <LOD Human Toxicology Serious Risk Concentrations ug/kg Note: <LOD = Less than Level of Detection.

21 Page 7 Total Petroleum Hydrocarbons ug/l BTEX, ug/l Alphatic Fraction ug/l Our Ref Sample Ref Level (OD) Benzene Toluene Ethylbenzene m & p Xylene o-xlele C5 - C6 C6-C8 C8 - C10 1 B R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < 20 2 B R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < 20 3 B2-2-A 8320 R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < 20 4 B R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < 20 5 B R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < 20 6 B R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < 20 7 B R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < 20 8 C R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < 20 9 C R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < C R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < C R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < C R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < C R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < L R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < M R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < M R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < P R 2.25 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 18 P R 0.80 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 19 P R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 20 P R 2.10 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 21 P R 2.50 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 22 P R 3.20 < LOD < LOD < LOD < LOD < LOD < LOD < LOD P R 1.90 < LOD < LOD < LOD < LOD < LOD < LOD < LOD P R 1.40 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 25 P R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 26 R R 0.9 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 27 R R 2.6 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 28 R R -2.2 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 29 R R -0.4 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 30 R R 1.3 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 31 R R 0.8 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 32 Q R 0.95 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 33 Q R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 34 Q2A R 3.15 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 35 Q R 3.15 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 36 Q R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 37 Q R 2.15 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 38 S R 0.45 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 39 S R < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD Human Toxicology Serious Risk Concentrations ug/l Note: <LOD = Less than Level of Detection.

22 Total Petroleum Hydrocarbons ug/l Page 8 Aromatic Fraction ug/l C10 - C12 C12-C16 C16-C21 C21-C 35 Total Aliphatics C5 - C6 C6-C8 C8 - C10 C10 - C12 C12-C16 C16-C21 C21-C 35 <20 <20 <20 <20 < 20 < LOD < LOD < 20 < 20 < 20 < 20 < 20 < 20 < 20 < 20 < 20 < 20 < LOD < LOD < 20 < 20 < LOD < 20 < 20 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD 23 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD Note: <LOD = Less than Level of Detection.

23 Total Petroleum Hydrocarbons ug/l Page 9 Total Aromatics TPH Methyl t-butyl ether Benzene Ethylbenzene Xylenes < < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD E+06 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD E+07 < LOD < LOD < LOD < LOD E+06 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD E+06 < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD < LOD Note: <LOD = Less than Level of Detection.

24

Quarterly Groundwater Monitoring Report Third Quarter 2018

Quarterly Groundwater Monitoring Report Third Quarter 2018 Quarterly Groundwater Monitoring Report Third Quarter 2018 Piper s Wine & Spirit Barn 4127 Hanover Pike Manchester, Maryland 21102 MDE Case No. 18-0496CL Facility I.D. No. 17166 AEC Project No. 14-059

More information

Soil Quality Standards

Soil Quality Standards Soil Quality Standards Parameter 1. Volatile Organic Compound Soil Quality Standards for Habitat and Agriculture Unit Standard Value 1) Benzene mg/kg 6.5 2) Carbon Tetrachloride 3) 1,2-Dichloroethane 4)

More information

Table 5-1 Sampling Program Summary for Milltown Ford Avenue Redevelopment Area, NJ.

Table 5-1 Sampling Program Summary for Milltown Ford Avenue Redevelopment Area, NJ. Table 5- Sampling Program Summary for Milltown Ford Avenue Redevelopment Area, NJ. Transformer Pads (9 pads: PAD 9) Evaluate if PCBs presently exist in soils adjacent to, and/or beneath the transformer

More information

GROUNDWATER MONITORING DATA 2016 SAMPLING EVENT HARSHAW CHEMICAL COMPANY FUSRAP SITE

GROUNDWATER MONITORING DATA 2016 SAMPLING EVENT HARSHAW CHEMICAL COMPANY FUSRAP SITE GROUNDWATER MONITORING DATA 2016 SAMPLING EVENT HARSHAW CHEMICAL COMPANY FUSRAP SITE U.S. Army Corps of Engineers Buffalo District Building Strong April 2017 ly Utilized Sites Remedial Action Program The

More information

AECOM tel 8000 Virginia Manor Road Suite fax Beltsville, Maryland 20705

AECOM tel 8000 Virginia Manor Road Suite fax Beltsville, Maryland 20705 AECOM 0..00 tel 000 Virginia Manor Road Suite 0..0 fax Beltsville, Maryland 00 October, 0 Mr. Matt Mueller AECOM Project #: 0 Maryland Department of Environment Oil Control Program 00 Washington Blvd.

More information

10 May Rod Walls - Director Facilities New Construction, Sustainability Hays CISD IH 35 Kyle, Texas 78640

10 May Rod Walls - Director Facilities New Construction, Sustainability Hays CISD IH 35 Kyle, Texas 78640 10 May 2017 Rod Walls - Director Facilities New Construction, Sustainability Hays CISD 21003 IH 35 Kyle, Texas 78640 Re: Hays CISD Proposed ES15 Site, Buda Phase II Soil Sampling Dear Rod: Concern has

More information

Validation of New VPH GC/MS Method using Multi-Matrix Purge and Trap Sample Prep System

Validation of New VPH GC/MS Method using Multi-Matrix Purge and Trap Sample Prep System Validation of New VPH GC/MS Method using Multi-Matrix Purge and Trap Sample Prep System Application Note Abstract The Massachusetts Department of Environmental Protection (MassDEP) developed the Method

More information

ONTARIO TOXICS REDUCTION ACT

ONTARIO TOXICS REDUCTION ACT ONTARIO TOXICS REDUCTION ACT DE BEERS CANADA INC. VICTOR MINE 2012 REPORT ON TOXIC SUBSTANCE ACCOUNTING SUMMARY INTRODUCTION In 2009, the Toxics Reduction Act (Act) and its associated regulation (O.Reg.

More information

Environmental Assessment of Ogoniland Site Specific Fact Sheets GIOR- K.DERE

Environmental Assessment of Ogoniland Site Specific Fact Sheets GIOR- K.DERE Environmental Assessment of Ogoniland Site Specific Fact Sheets GIOR- K.DERE This fact sheet is part of a series prepared as part of the Environmental Assessment of Ogoniland by the United Nations Environment

More information

18/05/2010 Soil. 18/05/2010 Soil

18/05/2010 Soil. 18/05/2010 Soil CERTIFICATE OF ANALYSIS Client: MPL Laboratories 1618 Hayden Court Myaree WA 6153 Attention: Tania Notaras Sample log in details: : No. of samples: Date samples received: Date completed instructions received:

More information

ToxFAQs TM. Molecular Models

ToxFAQs TM. Molecular Models Search Index Home Contact Us CONTENTS Search ToxFAQs TM Index of ToxFAQs TM A B C D E F G H I J K L M N O P Q R S T U V W X Y Z Molecular Models NFPA 704 Labels ChemFinder Links Other Resources ToxFAQs

More information

January Submitted by: 2200 Commonwealth Blvd, Suite 300 Ann Arbor, MI Ph: Fax:

January Submitted by: 2200 Commonwealth Blvd, Suite 300 Ann Arbor, MI Ph: Fax: BOARDMAN RIVER FEASIBILITY STUDY A Report on Boardman River Existing Sediment Chemistry Data January 2009 Submitted by: 2200 Commonwealth Blvd, Suite 300 Ann Arbor, MI 48105 Ph: 734-769-3004 Fax: 734-769-3164

More information

Environmental Assessment of Ogoniland Site Specific Fact Sheets NKELEOKEN- ALODE

Environmental Assessment of Ogoniland Site Specific Fact Sheets NKELEOKEN- ALODE Environmental Assessment of Ogoniland Site Specific Fact Sheets NKELEOKEN- ALODE This fact sheet is part of a series prepared as part of the Environmental Assessment of Ogoniland by the United Nations

More information

Environmental Assessment of Ogoniland Site Specific Fact Sheets OKULUEBU OGALE

Environmental Assessment of Ogoniland Site Specific Fact Sheets OKULUEBU OGALE Environmental Assessment of Ogoniland Site Specific Fact Sheets OKULUEBU OGALE This fact sheet is part of a series prepared as part of the Environmental Assessment of Ogoniland by the United Nations Environment

More information

ONTARIO TOXICS REDUCTION ACT

ONTARIO TOXICS REDUCTION ACT ONTARIO TOXICS REDUCTION ACT DE BEERS CANADA INC. VICTOR MINE 2013 REPORT ON TOXIC SUBSTANCE ACCOUNTING SUMMARY INTRODUCTION In 2009, the Toxics Reduction Act (Act) and its associated regulation (O.Reg.

More information

Certificate of Analysis

Certificate of Analysis Certificate of Analysis 2139 Certificate Number: 13-92896 Date: 27/11/2013 Client: Stainton Quarry Stainton Quarry Stainton Barnard Castle DL12 8RB Our Reference: 13-92896 Client Reference: Description:

More information

Environmental Assessment of Ogoniland Site Specific Fact Sheets OBOOLO

Environmental Assessment of Ogoniland Site Specific Fact Sheets OBOOLO Environmental Assessment of Ogoniland Site Specific Fact Sheets OBOOLO This fact sheet is part of a series prepared as part of the Environmental Assessment of Ogoniland by the United Nations Environment

More information

Forebay Confirmatory Sediment Sampling Results

Forebay Confirmatory Sediment Sampling Results Forebay Confirmatory Sediment Sampling Results Maine Yankee Decommissioning Project Corrective Measures Study May 2004 Prepared for: Maine Yankee 321 Old Ferry Road, Bailey Point Wiscasset, ME 04578 Prepared

More information

ATTACHMENT A WEAVER BOTTOMS SEDIMENT BASIN MAINTENANCE PROJECT PROJECT REPORT SUMMARY (APRIL 7, 2014)

ATTACHMENT A WEAVER BOTTOMS SEDIMENT BASIN MAINTENANCE PROJECT PROJECT REPORT SUMMARY (APRIL 7, 2014) ATTACHMENT A WEAVER BOTTOMS SEDIMENT BASIN MAINTENANCE PROJECT PROJECT REPORT SUMMARY (APRIL 7, 2014) PRE-PROJECT DREDGE MATERIAL SEDIMENT CORE AND BASELINE CONTAMINANT ANALYSIS PREPARED BY BRAUN INTERTEC

More information

TECHNICAL MEMORANDUM June 16, 2011

TECHNICAL MEMORANDUM June 16, 2011 TECHNICAL MEMORANDUM June 16, 2011 Tier 1 Remedial Investigation Results and Tier 2 Sampling Plan Former Salinas Manufactured Gas Plant To: Mr. Henry Chui, Department of Toxics Substances Control From:

More information

Remedial Program. GE Hudson Falls Plant Site. GE Hudson Falls Plant Site. TDCS Status

Remedial Program. GE Hudson Falls Plant Site. GE Hudson Falls Plant Site. TDCS Status Updates on Remedial Programs at the GE Hudson Falls Plant Site and GE Fort Edward Plant Site GE Hudson Falls USEPA Community Advisory Group Meeting September 11, 2008 GE Fort Edward Division of Environmental

More information

Rapid Sample Assessment and Simplified Method Development with IntelliQuant

Rapid Sample Assessment and Simplified Method Development with IntelliQuant Rapid Sample Assessment and Simplified Method Development with IntelliQuant Technical Overview Introduction In addition to routine quantitative elemental analyses using ICP-OES, analytical laboratories

More information

ENVIRONMENTAL LABORATORY APPROVAL PROGRAM CERTIFICATION MANUAL DATE

ENVIRONMENTAL LABORATORY APPROVAL PROGRAM CERTIFICATION MANUAL DATE of 3 The required detection limit is generally that of the approved method's detection limit and a value less than the regulatory limit for the analyte. For the Drinking Water Category, the Program has

More information

Annual Ambient Dust Monitoring Report 2016

Annual Ambient Dust Monitoring Report 2016 Annual Ambient Dust Monitoring Report 2016 for KMK Metals Recycling Ltd Cappincur Industrial Estate Daingean Road Tullamore Co Offaly Waste Licence No. W0113-04 by Q.E.D. Engineering Ltd M-TEK Building

More information

KSA Environmental Laboratory Inc.

KSA Environmental Laboratory Inc. February 26, 07 KSA Environmental Laboratory Inc. Hydrologic Associates - Miami Attn: Brad Waller 8925 S.W. 148th Street Suite 212 Miami, FL 33176 RE: Parkland KSA Workorder: Q0012 Dear Brad Waller, Enclosed

More information

b Blackwell Science Environmental Geology PRINCIPLES AND PRACTICE

b Blackwell Science Environmental Geology PRINCIPLES AND PRACTICE Environmental Geology PRINCIPLES AND PRACTICE Fred G. Bell Department of Geology and Applied Geology University of Natal, Durban, South Africa b Blackwell Science Preface, ix 1 Introduction, 1 1.1 Planning

More information

ORGANIC AND INORGANIC MATERIALS AS PERMEABLE REACTIVE BARRIERS FOR GROUNDWATER REMEDIATION FROM TOXIC METALS AND ΒΤΕΧ CONTINUOUS FLOW STUDY

ORGANIC AND INORGANIC MATERIALS AS PERMEABLE REACTIVE BARRIERS FOR GROUNDWATER REMEDIATION FROM TOXIC METALS AND ΒΤΕΧ CONTINUOUS FLOW STUDY Proceedings of the 14 th International Conference on Environmental Science and Technology Rhodes, Greece, 3-5 September 2015 ORGANIC AND INORGANIC MATERIALS AS PERMEABLE REACTIVE BARRIERS FOR GROUNDWATER

More information

September 21, 2004 GeoInsight Project

September 21, 2004 GeoInsight Project GeoInsight, Inc. GeoInsight, Inc. GeoInsight, Inc. 75 Gilcreast Road, Suite 210 319 Littleton Road, Suite 105 Corporate Ten Center Londonderry, NH 03053-3566 Westford, MA 01886 1781 Highland Avenue, Suite

More information

CENTRAL LABORATORY. Sl. No. Type of sampling Charges in Rs. 1. GRAB SAMPLING:

CENTRAL LABORATORY. Sl. No. Type of sampling Charges in Rs. 1. GRAB SAMPLING: E-mail: centrallab@ospcboard.org Website : www.ospcboard.org CENTRAL LABORATORY STATE POLLUTION CONTROL BOARD, ODISHA [DEPARTMENT OF FOREST & ENVIRONMENT, GOVERNMENT OF ODISHA] Plot B-59/2 & 59/3, Chandaka

More information

Consideration of Non-radioactive Harmful Substances

Consideration of Non-radioactive Harmful Substances Consideration of Non-radioactive Harmful Substances Dr. Petra Steinbach, Matthias Bothe Verein für Kernverfahrenstechnik und Analytik Rossendorf e.v. PF 510119, 01314 Dresden, Germany matthias.bothe@vkta.de

More information

Soil Sampling Results Former Truck Maintenance Garage

Soil Sampling Results Former Truck Maintenance Garage Soil Sampling Results Former Truck Maintenance Garage Maine Yankee Decommissioning Project Corrective Measures Study May 2004 Prepared for: Maine Yankee 321 Old Ferry Road, Bailey Point Wiscasset, ME 04578

More information

3.0 GEOLOGY AND HYDROGEOLOGY

3.0 GEOLOGY AND HYDROGEOLOGY 3.0 GEOLOGY AND HYDROGEOLOGY 3.1 Methodology The Geological Survey of Ireland (GSI) publication Geology of South Cork was consulted to establish the nature of the bedrock lithology and Quaternary sediments.

More information

Dynamic preservation of the coastline

Dynamic preservation of the coastline Dynamic preservation of the coastline Content Introduction The Dutch coastal defence by dynamic processes Data collection Management of the sand resources Growing importance of marine sand and gravel resources

More information

2015 Toxicity Testing of BEAR CREEK SEDIMENT

2015 Toxicity Testing of BEAR CREEK SEDIMENT 2015 Toxicity Testing of BEAR CREEK SEDIMENT Sparrows Point Meeting Sollers Pt / Dundalk Public Library DECEMBER 16TH, 2015 LANCE YONKOS / SHARON HARTZELL PAST INVESTIGATIONS: 2004 Reported toxicity in

More information

Coarse Sediment Traps

Coarse Sediment Traps Coarse Sediment Traps SEDIMENT CONTROL TECHNIQUE Type 1 System Sheet Flow Sandy Soils Type 2 System [1] Concentrated Flow Clayey Soils [2] Type 3 System Supplementary Trap Dispersive Soils [1] Though primarily

More information

Philippine Regulations on Chemicals The Global Summit on Chemical Safety and Security April 2016, Kielce, Poland

Philippine Regulations on Chemicals The Global Summit on Chemical Safety and Security April 2016, Kielce, Poland Philippine Regulations on Chemicals The Global Summit on Chemical Safety and Security 18-20 April 2016, Kielce, Poland Health ENGR. JEAN C. BORROMEO Supervising Environmental Management Specialist DENR

More information

Sediment management for a living river - the Lahn River case

Sediment management for a living river - the Lahn River case Sediment management for a living river - the Lahn River case Alexandra Brinke, Denise Spira, Michael Schleuter, Georg Reifferscheid, Peter Heininger & Ute Feiler Federal Institute of Hydrology, Germany

More information

AIR. Ambient, Indoor, Workplace Air and Stack Emissions Proficiency Testing Scheme. Sample Preparation Instructions Round 1

AIR. Ambient, Indoor, Workplace Air and Stack Emissions Proficiency Testing Scheme. Sample Preparation Instructions Round 1 General Instructions Ambient, Indoor, Workplace Air and Sample Instructions Round 1 Sample Storage All samples should be stored in accordance with the instructions provided on the sample labels from the

More information

East Branch Grand Calumet River Great Lakes Legacy Act Sediment Remediation and Restoration Project

East Branch Grand Calumet River Great Lakes Legacy Act Sediment Remediation and Restoration Project East Branch Grand Calumet River Great Lakes Legacy Act Sediment Remediation and Restoration Project Jointly funded by the U.S. EPA Great Lakes Legacy Act, Indiana Department of Environmental Management

More information

Materials. Use materials meeting the following.

Materials. Use materials meeting the following. 208.01 Section 208. SOIL EROSION AND SEDIMENTATION CONTROL 208.01 Description. Install and maintain erosion and sedimentation controls to minimize soil erosion and to control sedimentation from affecting

More information

INDIANA HARBOR AND CANAL AIR MONITORING DATA ANALYSIS

INDIANA HARBOR AND CANAL AIR MONITORING DATA ANALYSIS INDIANA HARBOR AND CANAL AIR MONITORING DATA ANALYSIS Prepared by U.S. Army Corps of Engineers Chicago District July 25, 2014 1 This Page Left Intentionally Blank 2 INDIANA HARBOR AND CANAL AIR MONITORING

More information

Sediment Sampling Protocols

Sediment Sampling Protocols Sediment Sampling Protocols February 2017 Sampler Training Workshop Thomas Seal, ES III Watershed Monitoring Section (WMS) Water Quality Assessment Program DEAR Tallahassee Sediment Sampling in Large and

More information

U-Shaped Sediment Traps

U-Shaped Sediment Traps U-Shaped Sediment Traps SEDIMENT CONTROL TECHNIQUE Type 1 System Sheet Flow Sandy Soils Type 2 System Concentrated Flow Clayey Soils [1] Type 3 System Supplementary Trap Dispersive Soils [1] Generally

More information

ACCURACY is the nearness of a result or the mean of a set of results to the true or accepted value.

ACCURACY is the nearness of a result or the mean of a set of results to the true or accepted value. List of Acronyms and Definitions AA is an acronym for Atomic Absorption, a methodology for the detection of metals. It describes a single wavelength/single element spectral analysis. Flame AA further specifies

More information

Soil Vapor Survey: A Gasoline Plume Beneath A Residence And The Implications For Additional Corrective Action Or Case Closure

Soil Vapor Survey: A Gasoline Plume Beneath A Residence And The Implications For Additional Corrective Action Or Case Closure Soil Vapor Survey: A Gasoline Plume Beneath A Residence And The Implications For Additional Corrective Action Or Case Closure William R Chapman Senior Geologist VA DEQ NRO Remediation Program 22nd National

More information

Assess the Potential for Accumulation of Toxic Trace Elements in Biota near Burton Island Ash Disposal Site Indian River Bay, Delaware

Assess the Potential for Accumulation of Toxic Trace Elements in Biota near Burton Island Ash Disposal Site Indian River Bay, Delaware Assess the Potential for Accumulation of Toxic Trace Elements in Biota near Burton Island Ash Disposal Site Indian River Bay, Delaware Gerhardt Riedel Ph.D. Smithsonian Environmental Research Center Bartholomew

More information

Metals Sediment Study in Lower Newport Bay (Post-dredging) Final Report

Metals Sediment Study in Lower Newport Bay (Post-dredging) Final Report Metals Sediment Study in Lower Newport Bay (Post-dredging) Final Report by Orange County Coastkeeper and Linda M. Candelaria, PhD for the Santa Ana Regional Water Quality Control Board March 2014 Page

More information

MAD345 - Mining II INTRODUCTION. 10 October Hacettepe University. Introduction Prospecting Mining Dilution Resource and Reserve Estimation

MAD345 - Mining II INTRODUCTION. 10 October Hacettepe University. Introduction Prospecting Mining Dilution Resource and Reserve Estimation MAD345 - Mining II INTRODUCTION 10 October 2018 Course content MAD345 THEORY Date October, 10 October, 17 October, 24 October, 31 November, 7 November, 14 November, 21 Topic Introduction Prospecting, exploration

More information

Biological Response to the Gold King Mine Release in the Animas and San Juan Rivers

Biological Response to the Gold King Mine Release in the Animas and San Juan Rivers Biological Response to the Gold King Mine Release in the and San Juan Rivers Lareina Guenzel 1, Richard Mitchell, PhD 1, Kate Sullivan, PhD 2, and Michael Cyterski, PhD 2 1 U.S. Environmental Protection

More information

North Bay Wildfires: Response & Recovery

North Bay Wildfires: Response & Recovery North Bay Wildfires: Response & Recovery December 1, 2017 Cristina Grosso Scott Dusterhoff Meg Sedlak Presentation Overview Overview of Wildfires [Scott] Water Quality Monitoring [Meg] Response & Recovery

More information

Akvaplan-niva rapport

Akvaplan-niva rapport Grunnlagsundersøkelse på Snøhvit og Område C i Barentshavet, 2003 Akvaplan-niva rapport APN-411.2785-1 Introduction Statoil and Norsk Hydro commissioned Akvaplan-niva AS to perform baseline surveys at

More information

Geophysical Survey. Ballymount Co. Dublin. Licence Ref. 02R029. By John Nicholls Margaret Gowen & Co. Ltd. For LRT

Geophysical Survey. Ballymount Co. Dublin. Licence Ref. 02R029. By John Nicholls Margaret Gowen & Co. Ltd. For LRT Geophysical Survey Ballymount Co. Dublin Licence Ref. 02R029 By John Nicholls Margaret Gowen & Co. Ltd. For LRT 4 th April 2002 Illustrations List of Figures Figure 1 Site Location 1: 50000 Figure 2 Survey

More information

6 PREPARING THE SAMPLING AND ANALYSIS PLAN (SAP)

6 PREPARING THE SAMPLING AND ANALYSIS PLAN (SAP) 6 PREPARING THE SAMPLING AND ANALYSIS PLAN (SAP) Once the required numbers of DMMUs and field samples have been calculated and a dredging plan conceived, a sampling plan must be developed. The DMMUs and

More information

Real Time On-Site Odor and VOC Emission Measurements Using a znose

Real Time On-Site Odor and VOC Emission Measurements Using a znose Real Time On-Site Odor and VOC Emission Measurements Using a znose Edward J. Staples, Electronic Sensor Technology, EST@ESTCAL.COM Remediation Site Description Remediation of contaminated soil from where

More information

Figure 1 a. The location of Reay Creek and Reay Creek Pond on northern Saanich Peninsula

Figure 1 a. The location of Reay Creek and Reay Creek Pond on northern Saanich Peninsula Figure 1 a. The location of Reay Creek and Reay Creek Pond on northern Saanich Peninsula Victoria Airport Reay Creek Pond Sidney Reay Creek & Pond Bazan Bay Figure 1 b. Reay Creek & Pond showing Core Locations

More information

Guidance on the Major Source Determination for Certain Hazardous Air Pollutants

Guidance on the Major Source Determination for Certain Hazardous Air Pollutants MEMORANDUM SUBJECT: FROM: TO: Guidance on the Major Source Determination for Certain Hazardous Air Pollutants John S. Seitz, Director Office of Air Quality Planning and Standards (MD-10) Director, Office

More information

Table 1 Soil and Groundwater Sampling Summary Table

Table 1 Soil and Groundwater Sampling Summary Table Table Soil and Groundwater Sampling Summary Table Phase II Investigation Consolidated Edison - Former kent Avenue Generating Station 0 Kent Avenue Brooklyn, NY Sample ID Date Installed Date Sample Collected

More information

ENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR )

ENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR ) PLATTE RIVER POWER AUTHORITY RAWHIDE ENERGY STATION BOTTOM ASH TRANSFER (BAT) IMPOUNDMENTS LARIMER COUNTY, CO ENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR 257.62) FOR COAL COMBUSTION RESIDUALS

More information

Estimation of a Generic Adsorption Coefficient Kd for Barium

Estimation of a Generic Adsorption Coefficient Kd for Barium Estimation of a Generic Adsorption Coefficient Kd for Barium July 3, 2007 Prepared for: BC Upstream Petroleum Environmental Task Group, Barite-Barium Issues Subgroup By: Darlene Lintott, Bodycote Testing

More information

Steven Noble MDEQ - WRD Enbridge Response Unit

Steven Noble MDEQ - WRD Enbridge Response Unit EPA situation report, October 19, 2012 Steven Noble MDEQ - WRD Enbridge Response Unit Brief history of the spill Monitoring Monitoring the impacts Follow the oil The Current Situation A Look at the Future

More information

Environmental Resources Management

Environmental Resources Management Figure 1: Concentration of Metals and Metalloid (Cr, Cu, Ni, Pb, Zn, As; mean +SD) in sediment samples collected from Pit Specific Sediment Chemistry Monitoring for CMP 1 in January 2014. Figure 2: Concentration

More information

Ambient Air Sampling Program First Quarter 2016 Report Sudbury, Ontario. Submitted to:

Ambient Air Sampling Program First Quarter 2016 Report Sudbury, Ontario. Submitted to: First Quarter 2016 Report Sudbury, Ontario Submitted to: Vale Canada Limited Submitted by: Amec Foster Wheeler Environment & Infrastructure 131 Fielding Road Lively, Ontario P3Y 1L7 9 Amec Foster Wheeler

More information

TPH Methods and Measurements and Petroleum Vapor Intrusion (PVI) Risks

TPH Methods and Measurements and Petroleum Vapor Intrusion (PVI) Risks TPH Methods and Measurements and Petroleum Vapor Intrusion (PVI) Risks Robert Truesdale, RTI International Heidi Hayes, Eurofins Air Toxics Ian Hers, Golder Associates 1 RTI International is a trade name

More information

Fertilisers (Subsidiary Hazard) Group Standard HSR002571

Fertilisers (Subsidiary Hazard) Group Standard HSR002571 Fertilisers (Subsidiary Hazard) Group Standard 2017 - HSR002571 GROUP STANDARD UNDER THE HAZARDOUS SUBSTANCES AND NEW ORGANISMS ACT 1996 Fertilisers (Subsidiary Hazard) Group Standard 2017 Pursuant to

More information

New good practices for emission measurements and relevance of the SRM with respect to these requirements/practice

New good practices for emission measurements and relevance of the SRM with respect to these requirements/practice New good practices for emission measurements and relevance of the SRM with respect to these requirements/practice INERIS Parc Technologique Alata, BP 2, 60550 Verneuil-en-Halatte France, Jean Poulleau,

More information

REPORT ON SEA LEVEL MEASUREMENT FOR GHANA

REPORT ON SEA LEVEL MEASUREMENT FOR GHANA 20TH SEPTEMBER 2006 REPORT ON SEA LEVEL MEASUREMENT FOR GHANA Emmanuel K. Nkebi 1 1 Survey Department of Ghana, P. O. Box CT903, Accra Tel: 233 21 777 334 Fax : 233 21 765687 E-mail: survey@ghana.com E-mail:eknkebi@yahoo.com

More information

August 10, 2007 File:

August 10, 2007 File: August 10, 2007 File: 15-85-72 Alberta Infrastructure and Transportation Room 301, Provincial Building 9621-96 Avenue Peace River, AB T8S 1T4 Attention: Mr. Ed Szmata PEACE REGION (PEACE HIGH LEVEL AREA)

More information

Former Guterl Specialty Steel Site

Former Guterl Specialty Steel Site Former Guterl Specialty Steel Site Environmental Monitoring Report 2013-2014 U. S. ARMY CORPS OF ENGINEERS BUILDING STRONG Buffalo District Formerly Utilized Sites Remedial Action Program May 2015 Site

More information

Helcom Submerged Bonn

Helcom Submerged Bonn HAZARD OF SEABED CONTAMINATION BY OIL PRODUCTS FROM MOTOR SHIP WRECKS BASED ON THE EXAMPLE OF THE STUTTGART SHIP WRECK Hac B., Helcom Submerged Bonn 22-23.04.2015 s/s Stuttgart Stuttgart ship wreck Main

More information

ICP/MS Multi-Element Standards

ICP/MS Multi-Element Standards Standards Ultra Pure Matrix Special Packaging Traceability to National Reference Materials AccuStandard s ICP/MS Standards are formulated to meet the needs of this very special instrument. As matrix effect

More information

Snow and Ice Removal

Snow and Ice Removal Policy # 6.6 Procedure # - Replaces 5.10 & 5.10A Revises - Date Approved February 10, 2014 Method of Approval Resolution #17 1. PRINCIPLES The City of Dauphin desires to maintain the City streets, lanes,

More information

Sodium Chloride - Analytical Standard

Sodium Chloride - Analytical Standard Sodium Chloride - Analytical Standard Determination of Arsenic Former numbering: ECSS/CN 312-1982 & ESPA/CN-E-105-1994 1. SCOPE AND FIELD OF APPLICATION The present EuSalt Analytical Standard describes

More information

Geotechnical verification of impact compaction

Geotechnical verification of impact compaction PII-73 Geotechnical verification of impact compaction P. J. Waddell1, R. A. Moyle2 & R. J. Whiteley1 1 2 Coffey Geotechnics, Sydney, Australia Coffey Geotechnics, Harrogate, UK Abstract Remediation of

More information

GEOSYNTEC CONSULTANTS

GEOSYNTEC CONSULTANTS GEOSYNTEC CONSULTANTS 2100 Main Street, Suite 150 Huntington Beach, CA 92648 USA Tel (714) 969-0800 Fax (714) 969-0820 15 February 2006 Ms. Tamara Zeier, P.E. Project Manager Project Navigator, Ltd. One

More information

Construction Exits Rock pads

Construction Exits Rock pads Construction Exits Rock pads SEDIMENT CONTROL TECHNIQUE Type 1 System Sheet Flow Sandy Soils Type 2 System Concentrated Flow [1] Clayey Soils Type 3 System Supplementary Trap Dispersive Soils [1] Minor

More information

THE MINISTRY OF ENERGY AND ENERGY INDUSTRIES MINERALS DIVISION MINE DESIGN TEMPLATE OPERATOR NAME: OPERATOR ADDRESS: PHONE NUMBER: FACSIMILE:

THE MINISTRY OF ENERGY AND ENERGY INDUSTRIES MINERALS DIVISION MINE DESIGN TEMPLATE OPERATOR NAME: OPERATOR ADDRESS: PHONE NUMBER: FACSIMILE: THE MINISTRY OF ENERGY AND ENERGY INDUSTRIES MINERALS DIVISION MINE DESIGN TEMPLATE 1.0 GENERAL INFORMATION OPERATOR NAME: OPERATOR ADDRESS: PHONE NUMBER: FACSIMILE: NAME OF CONTACT: CELLULAR PHONE: EMAIL

More information

ADDENDA #1 CONTRACT # C May 3, 2013 Page 1 of 1

ADDENDA #1 CONTRACT # C May 3, 2013 Page 1 of 1 State of California Natural Resources Agency Edmund G. Brown Jr., Governor DEPARTMENT OF PARKS AND RECREATION Major General Anthony L. Jackson, USMC (Ret), Director ADDENDA #1 CONTRACT # C1247040 May 3,

More information

Better Site Characterization through Incremental Sampling Methodology Mark Bruce Ph. D.

Better Site Characterization through Incremental Sampling Methodology Mark Bruce Ph. D. Better Site Characterization through Incremental Sampling Methodology Mark Bruce Ph. D. 2014, TestAmerica Laboratories, Inc. All rights reserved. TestAmerica & Design are trademarks of TestAmerica Laboratories,

More information

Dust and Gas Stack Emission Proficiency Tests

Dust and Gas Stack Emission Proficiency Tests page 1 of 12 Information Sheet Dust and Gas Stack Emission Proficiency Tests 1. Location 2. Contact 3. Participants Hessisches Landesamt für Naturschutz, Umwelt und Geologie Dezernat I3 Luftreinhaltung:

More information

Document Reference: /2014

Document Reference: /2014 Ground and Environmental Services Limited Unit Montpelier Business Park Dencora Way Ashford Kent TN3 4FG 0133 437 Riverpark Gardens Bromley Kent Phase 1 Contamination Risk Assessment On behalf of Abstruct

More information

AGENDA ITEM 6 APPENDIX /0151/DET GROUND WATER & SURFACE WATER MANAGEMENT PLAN

AGENDA ITEM 6 APPENDIX /0151/DET GROUND WATER & SURFACE WATER MANAGEMENT PLAN CAIRNGORMS NATIONAL PARK AUTHORITY Planning Committee Agenda Item 6 Appendix 18 12/10/2018 AGENDA ITEM 6 APPENDIX 18 2018/0151/DET GROUND WATER & SURFACE WATER MANAGEMENT PLAN Dalwhinnie Quarry Ground

More information

Influence of Surrounding Soil Conditions and Joint Sealing on Seepage Resistance of a Sheet Pile Wall, Three Dimensional Numerical Analyses

Influence of Surrounding Soil Conditions and Joint Sealing on Seepage Resistance of a Sheet Pile Wall, Three Dimensional Numerical Analyses IOP Conference Series: Earth and Environmental Science PAPER OPEN ACCESS Influence of Surrounding Soil Conditions and Joint Sealing on Seepage Resistance of a Sheet Pile Wall, Three Dimensional Numerical

More information

Prof. Dr. Biljana Škrbić, Jelena Živančev

Prof. Dr. Biljana Škrbić, Jelena Živančev 5 th CEFSER Training Course Analysis of chemical contaminants in food and the environment Faculty of Technology, University of Novi Sad, Novi Sad, Republic of Serbia 7-11 May 2012 Analysis of heavy elements

More information

STUDY ON URGENT ESTABLISHMENT OF TOPOGRAPHIC MAPPING IN EAST TIMOR CREATION OF TOPOGRAPHIC INFORMATION FOR ESTABLISHMENT OF CADASTRE IN EAST TIMOR

STUDY ON URGENT ESTABLISHMENT OF TOPOGRAPHIC MAPPING IN EAST TIMOR CREATION OF TOPOGRAPHIC INFORMATION FOR ESTABLISHMENT OF CADASTRE IN EAST TIMOR STUDY ON URGENT ESTABLISHMENT OF TOPOGRAPHIC MAPPING IN EAST TIMOR CREATION OF TOPOGRAPHIC INFORMATION FOR ESTABLISHMENT OF CADASTRE IN EAST TIMOR Toru WATANABE, Japan The first digital topographic mapping

More information

GM POWERTRAIN BEDFORD FACILITY BEDFORD, INDIANA

GM POWERTRAIN BEDFORD FACILITY BEDFORD, INDIANA GM POWERTRAIN BEDFORD FACILITY BEDFORD, INDIANA Welcome to the October 2007 Public Information Session October 11, 2007 Facility located on 152.5 acres and is approximately 1,000,000 square feet Approximately

More information

Shake-and-Shoot : A Rapid Solvent Extraction Process for PCBs and TPH 11375

Shake-and-Shoot : A Rapid Solvent Extraction Process for PCBs and TPH 11375 Shake-and-Shoot : A Rapid Solvent Extraction Process for PCBs and TPH 11375 Lisa Bercik, Rose Condit, John Hamm, Ulrika Trulsson Messer Shaw Environmental and Infrastructure, Inc., San Diego, California,

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 FUGRO SUHAIMI LIMITED Chemical and Calibration Laboratories King Abdul-Aziz Port Road PO Box 2165 Dammam, Kingdom of Saudi Arabia 31451 Mohammed B. Hameed Phone:

More information

Form S Chemical Reporting Challenges. Rich Bizzozero, Director Office of Technical Assistance May 2018

Form S Chemical Reporting Challenges. Rich Bizzozero, Director Office of Technical Assistance May 2018 Form S Chemical Reporting Challenges Rich Bizzozero, Director Office of Technical Assistance May 2018 Before You Get Started Review and know what chemicals are on the list Know what chemicals are used

More information

GEOPHYSICAL SURVEY REPORT. Timolin, County Kildare. Date: 18/01/2016. Licence: 15R0133

GEOPHYSICAL SURVEY REPORT. Timolin, County Kildare. Date: 18/01/2016. Licence: 15R0133 GEOPHYSICAL SURVEY REPORT Date: 18/01/2016 Licence: 15R0133 J. M. Leigh Surveys 124 Oaklawn West Leixlip County Kildare www.jmlsurveys.com 01 615 4647 Consultants. J. M. Leigh Surveys 124 Oaklawn West,

More information

Additional Sediment Sampling and Analysis Plan. South Bay Salt Ponds Initial Stewardship Plan

Additional Sediment Sampling and Analysis Plan. South Bay Salt Ponds Initial Stewardship Plan Additional Sediment Sampling and Analysis Plan 1.0 Introduction South Bay Salt Ponds Initial Stewardship Plan Prepared by Lisa R. Stallings, Life Science!, Inc. In preparation of the initial Report of

More information

Ambient Air Sampling Program First Quarter 2017 Report City of Greater Sudbury, Ontario

Ambient Air Sampling Program First Quarter 2017 Report City of Greater Sudbury, Ontario First Quarter 2017 Report Submitted to: Vale Canada Limited Copper Cliff, Ontario Submitted by: Amec Foster Wheeler Environment & Infrastructure 131 Fielding Road Lively, Ontario P3Y 1L7 705-682-2632 9

More information

WELCOME Lake Wabukayne OPEN HOUSE

WELCOME Lake Wabukayne OPEN HOUSE WELCOME Lake Wabukayne Sediment Removal Project OPEN HOUSE We are here to: Update you, the community, on recent developments and activities at Lake Wabukayne Present the preferred alternative and receive

More information

Assessment of Burrard Inlet Water and Sediment Quality 2000

Assessment of Burrard Inlet Water and Sediment Quality 2000 Assessment of Burrard Inlet Water and Sediment Quality 000 Prepared by: Burke Phippen BWP Consulting Prepared for: Water Protection Branch Ministry of Water, Land, and Air Protection Victoria, BC December

More information

Land at Larchwood Farm, Whitehorse Lane Finchampstead, Berkshire

Land at Larchwood Farm, Whitehorse Lane Finchampstead, Berkshire Land at Larchwood Farm, Whitehorse Lane Finchampstead, Berkshire An Archaeological Evaluation for Mr. John Westbrook by James McNicoll-Norbury Thames Valley Archaeological Services Ltd Site Code LFF08/103

More information

QAPP AMENDMENT FORM: Amendment # 18

QAPP AMENDMENT FORM: Amendment # 18 QAPP AMENDMENT FORM: Amendment # 18 DATE FORM SUBMITTED: 2/10/11 QAPP Title Quality Assurance Project Plan for the Ambient Air Monitoring Program 130 Liberty Street Deconstruction Project September 7,

More information

SECTION 2 AMBIENT AIR MONITORING PROGRAM PLAN AMENDMENT FORM: ISSUE 18 DATE FORM SUBMITTED: 2/10/11

SECTION 2 AMBIENT AIR MONITORING PROGRAM PLAN AMENDMENT FORM: ISSUE 18 DATE FORM SUBMITTED: 2/10/11 SECTION 2 AMBIENT AIR MONITORING PROGRAM PLAN AMENDMENT FORM: ISSUE 18 DATE FORM SUBMITTED: 2/10/11 Title Section 2 Ambient Air Monitoring Program Plan 130 Liberty Street Abatement & Deconstruction Project

More information

February 9, 2018 GeoInsight Project

February 9, 2018 GeoInsight Project February 9, 2018 GeoInsight Project 7877-001 William Murphy, Director Town of Sudbury Board of Health 275 Old Lancaster Road Sudbury, MA 01776 Re: Focused Subsurface Investigation Melone Property North

More information

ISO INTERNATIONAL STANDARD

ISO INTERNATIONAL STANDARD INTERNATIONAL STANDARD ISO 18287 First edition 2006-01-15 Soil quality Determination of polycyclic aromatic hydrocarbons (PAH) Gas chromatographic method with mass spectrometric detection (GC-MS) Qualité

More information

METHANOL REFERENCE SPECIFICATIONS

METHANOL REFERENCE SPECIFICATIONS IMPCA INTERNATIONAL METHANOL PRODUCERS & CONSUMERS ASSOCIATION Avenue de Tervuren 149 1150 Brussels, Belgium Tel : (32/2) 7418683 Fax : (32/2) 7418684 e-mail : impca@epca.be IMPCA METHANOL REFERENCE SPECIFICATIONS

More information

Prepared for: U.S. Army Corps of Engineers, Mobile District 109 St. Joseph Street, Mobile, Alabama Prepared by:

Prepared for: U.S. Army Corps of Engineers, Mobile District 109 St. Joseph Street, Mobile, Alabama Prepared by: Final Site-Specific Unexploded Ordnance Safety Plan Attachment Site Investigation at Artillery and Mortar Impact Areas South of Bains Gap Road, Parcels 138Q-X, 139Q-X, 140Q-X, 141Q-X, and 142Q-X Fort McClellan,

More information