TABLE 2SUMMARY OF GROUNDWATER ANALYTICAL RESULTSHYDROGEOLOGICAL ASSESSMENTSTRANGE STREET WATER SUPPLY CLASS EA UPDATE<strong>Sam</strong>ple LocationK-SS-TW1-11<strong>Sam</strong>ple Date 9-Mar-11 9-Mar-11 13-Jun-11 13-Jun-11 14-Jun-11<strong>Sam</strong>ple IDWG-161110897-20110309-JKIWG-161110897-20110309-JKILR16110897-20110613-EH116110897-20110613-EH1LR16110897-20110614-EH2<strong>Sam</strong>pling Company STANTEC STANTEC STANTECLaboratory MAXX MAXX MAXX MAXX MAXXLaboratory Work Order B131613 B131613 B187223 B187223 B187223Laboratory ID IV9699 IV9699 JV7937 JV7937 JV7938<strong>Sam</strong>ple Type Units ODWS Lab Replicate Lab ReplicateGeneral ChemistryAlkalinity, Bicarbonate (as CaCO3) mg/L n/v 392 - 412 - 408Alkalinity, Carbonate (as CaCO3) mg/L n/v 4 - 2 - 2Alkalinity, Total (As CaCO3) mg/L 30-500 E 396 - 414 - 410Ammonia(as N) mg/L n/v 0.16 0.16 0.09 0.08 0.08Anion Sum meq/L n/v 14.8 - 15.4 - 15.7Cation Sum meq/L n/v 13.9 - 16.0 - 16.3Chloride mg/L 250 D 130 - 140 - 150Dissolved Organic Carbon (DOC) mg/L 5 D 1.6 - 1.5 - 1.5Electrical Conductivity, Lab µmhos/cm n/v 1370 - 1390 - 1430Hardness (as CaCO3) mg/L 80-100 E 590 E - 680 E - 680 EIon Balance % n/v 3.32 - 1.86 - 1.61Langelier Index (at 20 C) none n/v 1.29 - 1.10 - 1.15Langelier Index (at 4 C) none n/v 1.05 - 0.851 - 0.899Nitrate (as N) mg/LB10.0 d < 0.1 - < 0.1 - < 0.1Nitrate + Nitrite (as N) mg/LB10.0 d < 0.1 - - - -Nitrite (as N) mg/LB1.0 d < 0.01 - < 0.01 - < 0.01Orthophosphate(as P) mg/L n/v < 0.01 - < 0.01 - < 0.01pH, Lab S.U. 6.5-8.5 E 8.02 - 7.73 - 7.79Saturation pH (at 20 C) none n/v 6.73 - 6.64 - 6.64Saturation pH (at 4 C) none n/v 6.98 - 6.88 - 6.89Sulfate mg/LD500 h 150 - 160 - 160Total Dissolved Solids (Calculated) mg/L 500 D 794 D - 858 D - 876 DMetalsAluminum mg/L 0.1 E < 0.005 - < 0.005 < 0.005 0.008Antimony mg/L 0.006 C < 0.0005 - < 0.0005 < 0.0005 0.0006Arsenic mg/L 0.025 C 0.002 - 0.003 0.003 0.002Barium mg/L 1 B 0.051 - 0.058 0.058 0.058Beryllium mg/L n/v < 0.0005 - < 0.0005 < 0.0005 < 0.0005Boron mg/L 5 C 0.02 - 0.03 0.02 0.02Cadmium mg/L 0.005 B < 0.0001 - < 0.0001 < 0.0001 < 0.0001Calcium mg/L n/v 160 - 190 190 190Chromium (Total) mg/L 0.05 B < 0.005 - < 0.005 < 0.005 < 0.005Cobalt mg/L n/v < 0.0005 - 0.0007 0.0007 0.0007Copper mg/L 1 D < 0.001 - 0.002 0.003 0.001Iron mg/L 0.3 D < 0.1 - 2.1 D 2.1 D 2.1 DLead mg/LB0.01 c < 0.0005 - < 0.0005 < 0.0005 < 0.0005Magnesium mg/L n/v 47 - 51 50 50Manganese mg/L 0.05 D 0.041 - 0.14 D 0.15 D 0.18 DMolybdenum mg/L n/v < 0.001 - < 0.001 < 0.001 < 0.001Nickel mg/L n/v < 0.001 - < 0.001 < 0.001 < 0.001Phosphorus mg/L n/v < 0.1 - < 0.1 < 0.1 < 0.1Potassium mg/L n/v 2.4 - 2.5 2.4 2.6Selenium mg/L 0.01 B < 0.002 - < 0.002 < 0.002 < 0.002Silicon mg/L n/v 8.1 - 9.2 9.1 8.8Silver mg/L n/v < 0.0001 - < 0.0001 < 0.0001 < 0.0001Sodium mg/L 200 D Fg 20 g 48 F - 51 F 51 F 58 FStrontium mg/L n/v 0.32 - 0.34 0.34 0.32Thallium mg/L n/v < 0.00005 - < 0.00005 < 0.00005 0.00009Titanium mg/L n/v < 0.005 - < 0.005 < 0.005 < 0.005Uranium mg/L 0.02 B 0.0025 - 0.0021 0.0021 0.0029Vanadium mg/L n/v 0.003 - < 0.001 < 0.001 < 0.001Zinc mg/L 5 D < 0.005 - 0.024 0.024 0.014Microbiological AnalysisEscherichia coli (E.Coli) cfu/100mL 0 A - - - - 0Heterotrophic Plate Count cfu/mLEk- - - - 1Total Coliform Background cfu/100mL n/v - - - - 0Total Coliforms cfu/100mL 0 A - - - - 0Volatile Organic CompoundsAcetone µg/L n/v - - - - < 10Benzene µg/L 5 B - - - - < 0.1Bromodichloromethane µg/L n/v - - - - < 0.1Brom<strong>of</strong>orm (Tribromomethane) µg/L n/v - - - - < 0.2Bromomethane (Methyl bromide) µg/L n/v - - - - < 0.5Carbon Tetrachloride (Tetrachloromethane) µg/L 5 B - - - - < 0.1Chlorobenzene (Monochlorobenzene) µg/L 80 B D30 f - - - - < 0.1Chlor<strong>of</strong>orm µg/L n/v - - - - < 0.1Dibromochloromethane µg/L n/v - - - - < 0.2Dichlorobenzene, 1,2- µg/L 200 B D3 f - - - - < 0.2Dichlorobenzene, 1,3- µg/L n/v - - - - < 0.2Dichlorobenzene, 1,4- µg/L 5 B D1 f - - - - < 0.2Dichlorodifluoromethane µg/L n/v - - - - < 0.5Dichloroethane, 1,1- µg/L n/v - - - - < 0.1Dichloroethane, 1,2- µg/L 5 C - - - - < 0.2Dichloroethene, 1,1- µg/L 14 B - - - - < 0.1Dichloroethylene, cis-1,2- µg/L n/v - - - - < 0.1Dichloroethylene, trans-1,2- µg/L n/v - - - - < 0.1Dichloropropane, 1,2- µg/L n/v - - - - < 0.1Dichloropropene, cis-1,3- µg/L n/v - - - - < 0.2Dichloropropene, trans-1,3- µg/L n/v - - - - < 0.2Ethylbenzene µg/L 2.4 D - - - - < 0.1Ethylene Dibromide (Dibromoethane, 1,2-) µg/L n/v - - - - < 0.2Hexane µg/L n/v - - - - < 0.5Methyl Ethyl Ketone (MEK) µg/L n/v - - - - < 5Methyl Isobutyl Ketone (MIBK) µg/L n/v - - - - < 5Methyl tert-butyl ether (MTBE) µg/L n/v - - - - < 0.2Methylene Chloride (Dichloromethane) µg/L 50 B - - - - < 0.5Styrene µg/L n/v - - - - < 0.2Tetrachloroethane, 1,1,1,2- µg/L n/v - - - - < 0.1Tetrachloroethane, 1,1,2,2- µg/L n/v - - - - < 0.2Tetrachloroethylene (PCE) µg/L 30 B - - - - < 0.1Toluene µg/L 24 D - - - - < 0.2Trichloroethane, 1,1,1- µg/L n/v - - - - < 0.1Trichloroethane, 1,1,2- µg/L n/v - - - - < 0.2Trichloroethylene (TCE) µg/L 5 B - - - - < 0.1Trichlor<strong>of</strong>luoromethane (Freon 11) µg/L n/v - - - - < 0.2Vinyl chloride µg/L 2 B - - - - < 0.2Xylene, m & p- µg/LDs1- - - - < 0.1Xylene, o- µg/LDs1- - - - < 0.1Xylenes, Total µg/L 300 D - - - - < 0.1See notes on last page.V:\01609\active\161110897_strange_st\planning\report\Final Hydrogeo Assessment\tables\tbl 2_GW Results - AB.xlsx161110897Page 1 <strong>of</strong> 1
TABLE 2SUMMARY OF GROUNDWATER ANALYTICAL RESULTSHYDROGEOLOGICAL ASSESSMENTSTRANGE STREET WATER SUPPLY CLASS EA UPDATENotes:ODWS Technical Support Document for Ontario Drinking Water Standards, Objectives and Guidelines, June 2003, Revised June 2006AODWS Table 1 - Microbiological Standards, Maximum Acceptable ConcentrationBODWS Table 2 - Chemical Standards, Maximum Acceptable ConcentrationCODWS Table 2 - Chemical Standards, Interim Maximum Acceptable ConcentrationDODWS Table 4 - Chemical/Physical Objectives and Guidelines, Aesthetic ObjectivesEODWS Table 4 - Chemical/Physical Objectives and Guidelines, Operational GuidelinesFODWS Table 4 - Medical Officer <strong>of</strong> Health Reporting Limit6.5 A Concentration exceeds the indicated standard.15.2 Concentration was detected but did not exceed applicable standards.< 0.50 Laboratory estimated quantitation limit exceeded standard.< 0.03 The analyte was not detected above the laboratory estimated quantitation limit.n/v No standard/guideline value.- Parameter not analyzed / not available.c This standard applies to water at the point <strong>of</strong> consumption. Since lead is a component in some plumbing systems,first flush water may contain higher concentrations <strong>of</strong> lead than water that has been flushed for five minutes.d Where both nitrate and nitrite are present, the total <strong>of</strong> the two should not exceed 10 mg/L (as nitrogen).f Refer to ODWS Table 2 for health related standardDFg The aesthetic objective for sodium in drinking water is 200 mg/L. The local Medical Officer <strong>of</strong> Health should be notified when the sodium concentration exceeds 20 mg/Lso that this information may be communicated to local physicians for their use with patients on sodium restricted diets.h When sulfate levels exceed 500 mg/L, water may have a laxative effect on some people.k Increases in HPC concentration above baseline levels are considered undesirable.The criterion is applicable to total xylenes, and m & p-xylenes and o-xylenes should be summed for comparison.s1V:\01609\active\161110897_strange_st\planning\report\Final Hydrogeo Assessment\tables\tbl 2_GW Results - AB.xlsx161110897Page 1 <strong>of</strong> 1
- Page 2 and 3:
August 26, 2011Sam ZiemannPage 2 of
- Page 4 and 5:
August 26, 2011Sam ZiemannPage 4 of
- Page 6 and 7:
August 26, 2011Sam ZiemannPage 6 of
- Page 8 and 9:
August 26, 2011Sam ZiemannPage 8 of
- Page 10 and 11:
August 26, 2011Sam ZiemannPage 10 o
- Page 12 and 13:
August 26, 2011Sam ZiemannPage 12 o
- Page 14 and 15:
Pressure (kPa)K18/K19 Well House to
- Page 16 and 17:
Figure 4a - Existing ConditionsPump
- Page 18 and 19:
Figure 6a - Existing System w/Combi
- Page 20 and 21:
Figure 8a - Existing ConditionsWell
- Page 22 and 23:
Figure 10a - Future System w/Combin
- Page 24 and 25:
MD-80 CATALYTIC MEDIAIRON, MANGANES
- Page 26 and 27:
NR - Pressure FiltersHorizontal and
- Page 28 and 29:
Napier-Reid Ltd.Pressure FiltersSal
- Page 30 and 31:
APPENDIX EHydrogeological Assessmen
- Page 32 and 33: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 34 and 35: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 36 and 37: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 38 and 39: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 40 and 41: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 42 and 43: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 44 and 45: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 46 and 47: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 48 and 49: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 50 and 51: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 52 and 53: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 54 and 55: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 56 and 57: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 58 and 59: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 60 and 61: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 62 and 63: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 64 and 65: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 66 and 67: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 68 and 69: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 70: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 78 and 79: 25Pumping Rate20Pumping Rate (L/s)1
- Page 80 and 81: HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 84 and 85: CALCULATION OF SPECIFIC CAPACITY FR
- Page 111 and 112: March 2, 2011Reference: 006-189Stan
- Page 113 and 114: TABLE 1REGIONAL MUNICIPALITY OF WAT
- Page 132 and 133:
HYDROGEOLOGICAL ASSESSMENTSTRANGE S
- Page 134 and 135:
July 23, 2010Lisa Lachuta, P.Eng.Pa
- Page 136 and 137:
July 23, 2010Lisa Lachuta, P.Eng.Pa
- Page 138 and 139:
July 23, 2010Lisa Lachuta, P.Eng.Pa
- Page 140:
TECHNICAL MEMORANDUM A1 -STRANGE ST
- Page 143 and 144:
TECHNICAL MEMORANDUM A1 -STRANGE ST
- Page 145:
TABLE 1SUMMARY OF GROUNDWATER ANALY